The URL can be used to link to this page

113 Venetian Bay Cir - BR04-002278 - SFRe -Neii aA, C - P CONTRACTOR Morrison Homes ADDRESS 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION fn e. 1 wya, PERMIT 4 0'/ - 4 < DATE 2 y PERMIT DESCRIPTION , /I' PERMIT VALUATION bo 7 SQUARE FOOTAGE c c q tI d pa Ak AIN A 9 Cityof Sanford Certificate of Occupancy This is to certify that the building located at 113 Venetian Bay Circle for which permit number 04-2278 was issued and has been completed according to the plans and specifications filed in the permit, to wit a New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: Frank Ortiz 12/ 09/04 Engineering: D. Richards 12/ 03/04 regrade both side yards to drain away from house. Public Works: G. Larue 12/ 06/04 Utilities: R. Blake 12/ 06/04 Fire Department: Zoning: Morrison Homes 12/ 09/04 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: Single Family Residence**** 12/02/04 04-2278 113 Venetian Bay Cir Morrison Homes Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. In, gine i-n--.- Public Works Utilities Fire Zoning Licensing CON -EDITIONS(: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: Single Family Residence**** 12/02/04 04-2278 113 Venetian Bay Cir Morrison Homes Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering []Fire blic Works 1.1 Zoning _ Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCy REQUEST FOR FINAL INSPECTION q I I I I I I i l Single Family Residence"" M I I I l l I r l DATE: 12/02/04 I I I I PERMIT #: 04-2278 LU `F I to j I ADDRESS: 113 Venetian Bay Cir v C C.," oVI) Ca I u kj CONTRACTOR: Morrison Homes PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the abovelocationandisrequestingfinalinspectionbyyourdepartment. After yourinspection, please sign off and date the C. O. or submit addendum if it hasbeendeniedorapprovedwithconditions. Your prompt attention will beappreciated. Engineering Fire Public Works Zoning Utiliti % Licensin Coy g CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 12/06/04 08:05:17 Location ID . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240655 23.19.30.502-0000-0700 113 VENETIAN BAY CIR Free -form information LOT 70 ************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2278 PD 6-18-04 SEE REC#6945 3/4"WA METER SET FEE $190.00 PD 6-18-04 REC#6945 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) December 8, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 70 Venetian Bay, 113 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 113 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 70, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Associates Inc. 4 U1r 1 Lt-,L, Darae L. Przemieniecki , P.S. Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE nportant: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: - • ••-••• BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 113 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 70 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY _._. . BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): - or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 83. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone A0, use depth of flooding) 12117C0035 E 417-95 417-95 X 9.60 B10. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ElFIRM [:1Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 ElOther (Describe): _ --• B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ElYes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: E]Construction Drawings" Building Under Construction` ® Finished Construction --~ A new Elevation Certificate will be required when construction ofthe building is complete.•• C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) - C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, ARAH, AR/AO Complete Items C3.-a 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 .V.., 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? ElYes ® No o a) Top of bottom floor (including basement or enclosure) 13. 9 ft.(m) co o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o 0 o d) Attached garage (top of slab) 13, 6 ft.(m) E o e) Lowest elevation of machinery and/or equipment j UJ servicing the building (Describe in a Comments area) 13. 1 ft.(m) AC Service E 7 i o f) Lowest adjacent (finished) grade (LAG) 13. 0 ft.(m) z' o g) Highest adjacent (finished) grade (HAG) 13. 2 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) I. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION ,. This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. -' I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. - I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. -_ CERTIFIER'S NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper ADDRESS 769 Douolas Avenue COMPANY NAME Herx & Associates, Inc. CITY Altamonte Springs DATE 12-08-04 STATE ZIP CODE FL 32714 TELEPHONE 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. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX N0, Policy Number 113 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 ___.... SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS -• NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. - TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best 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 of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state ....... . or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.);;,. G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone A0. - - - G3. The following information (Items G4-G9) is provided for community floodplain management purposes.... G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: 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 * a4ssociates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I S 89°59'43-W 50.00' L 2 N 89°59'43"E 50.00 LOT 90 LOT 89 LOT 88 LI o.l LOT 70 A- GRADING N 5.500 SO. FT. 6' WOOD FENCE S' Z o15.3' C) o cov. PATIO O y 0 24.7' 0r- O NASSAU 11 " 1561 O O ELEV. A.B.0 & D- O SINGLE FAMILY m LOT 71 ...... RESIDENCE n vFIN. FL. ELEV: 13 9 v'TT LOT 69 m 0.0 El 6.3' r7 3.1 14.3 00 19.3' 15. o M n 135.00 to. N 1;:7 2' O O CIL EL:11.4 P.C.P. - S 89° 59'43 W 129.44 P.C.P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD CIL MONROE VIEW 50' RiW) TRACT TRAIL F' 50 • R/W) TRACT F ADDRESS: 113 VENETIAN BAY CIRCLE PRIVATE ROADWAY PR I VATE ROADWAY LEGAL DESCRIPTION Lot 70. " V E N E T I A N B A Y according to the Plot thereof as recorded in Plot Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X". according to the Flood Insurance Rote Map Community Panel Number 120289 0035E.Doted 04117195. City of Sonford. Community Number 120294) Flood Zone determination was performed by graphic plotting from Flood hsurance Rate Mops provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location can only be determined by an elevation study. We assume no responsibility for actual flooding condllions concerning this parcel. General Notes: 1H 0 o 2004 SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50 Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5943"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. 1. This is a BOUNDARY Survey performed in the field on Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark subsurface/aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL Centertine Construction plans provided by the Client unless otherwise noted, and are shown d CALL Central or (Delta) Angle Calculated oonly to depict the proposed or actual difference in elevation relative to the assumedyppp CB Chord BearingtemporaryBenchmarkshownhereon. Co Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client. FD. Fin.Fl. Elev. Found Finished Floor Elevation 7. Platted and measured distances and directions are the same unless otherwise noted. l.P. lion Pipe 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length Y2"iron rod with red plastic cap marked "V fitness Conner", unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control todint) LS. Land Surveyor Denotes Permanent Reference Monument-.- Mee N/D(N&D) Measured Nail and Disk 2004 Herx & Associates' Inc. All rights reserved N.R. Not Radial certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyo? and Mapper This survey meets the requirements oll'he'Flcri a iM;r)ircum 7ecnnice! Standards as contained inChapter 61G17-6 Florida Admint:•frative Code. CERTIFIED TO: Alle, DAMES F. RUSTMDEC062004CITIZENTRUSTMORTGAGE UNIVERSAL LAND TITLE. INC. William A. Herx, P.L.S. Flori Registered Land Surveyor No. 3182 FIRST AMER 1 CAN TITLE 1 NSURANCE CO Darae L. Przemieniecki, P. S.M. Registered Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Herx B Associates Inc., Slate ofFlarida LB 4937 CVS Offset O.R.B. Official Records Book PB Plat Book PC Point of Curvature FCC. Point of Compound Curvature P.C.P. Permanent Control Point PG. Page P.R.M. Permanent Reference Monument P/L Property Line P.O.B. Point of Beginning P.O. C. Point of Commencement P.I. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence R/LV Right -of -Way TBM Temporary Benchmark TYP. Typical- Fence symbol (see drawing) X—X- Fence symbol (see drawing) Drown by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot pion performed: 05-03-04FoundationSurvey: 07-08-04 Final Survey: 11-19-04 Add Certifications: 12-06-04 S T,v-b ft.dil"Ms- 11es6`ripI'a0 F VVvni :. is `i'yp,tb Buil-ding s lecijioal . m l l Itiall: i' evy semee — il of APAPE AddAficW_4IlvafiOn ct)")ge Ofrr + 6 , t er l ie ling t i Fiesidential i osi-Resid tti0 TAVL-cv:.: '. Noy (Bats; kgyont Phi mbilig/ New Fi of Ware: & Be wev Lim& # Of Gat Lisp. Flu mbit± ery ResideEi#lnrl: ofV931 Claseis OOMPtzieyType: Residential Corifx€:sial Lridi t Foo1age: Ceii:z8r sties+ Tyne: of Stories: V oe Dwdlid iUniak: 1f tss6i one: er $ (FiEM._Afossesr€'cetrtrod fCrt. otli ir' fiZ a:,t parcel C ( AVac&” IK' rec. ¢f 0*3 nemfiipat*r LegTHVescrlp fiats) Owners Name Address: Phone: Contractor Name A Address y 1 W-,,...A-TWATMI 1 k AM 1-4A1FT>t1E--_--- Phone -, Fax: Bonding Company' — Address" Mortgage Lender: Address: y Archkect/ Engineer: _ T c: j jMatr t ieen-ssc °+umber G.RUM LA Kp, i R c p f %i rh / , sAs' t NAM Phone: Address; Applicztion is hereby made to obtain a permit to do the syork and ins aliation<: as indicated. ! se,tify tllai no work or installation has corrun-ienced' prior it, the issuance ofa. permit it andthat all work will by perffotmej to txet standards of all la't's replatiig eorisruct7on in this jurisdiction. l unde.iand tbaf a separat-, permit mustbesecuredforELECTRICALWORK, PLUidB94G; S!GN, WF_t L9, POOLS, FiJIuNfitCES BOILERS, HEATERS, TfiaNKIS', and AIR CONDITIONERS, etc. OSe^dF_ R'S AFt iDAYI T : 1eet ii j that all of the foregoing inf i« ton is ae urate and ibis ao;lt il c+ryill be done in corrrpliance with ail applical la. i ling t t.J ;rl g cm.stiictionencConing. rA ' iryG TO OWNFEP YOUR FAILURE TO RECORDS A NOTICE OF CU14L1+IENCE%_EzP4T MAY -E SUL f Tl•1 Y01 lI TvJICE FORIMPROVEMENTSTOYOURPROPrRTY. IF YOU li•3 3E•i`rDTO OBTAIN EIWAPiCP) JQ C0114SULTW . YOuK- LENDER OR Aj\) ATTORNEY BEFORERECORDINGYOURNOTICEOFCObIMENCEMEI'dT. NOTICE: L, i additionto the requirements of this permit, there shay be additional restrictions applib e' i/i 'r peiTYth/b-_ found in the publirrecords of this count),, andthere maybeadditionalpermitsrequiredIsomothergovernmentalentitiessueacrfinementiat€ agenetes, rrr(t:dr-:t n 1 aLencics. Acceptance of pe nit is verifeation that 1 Ki11 notify the owner of the properly o(the r re Of r d en LaW—' ---/AUG 0 Signature of Owner/Agent Date" Print Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is _ Personal], Known to Me or Produced ID APPLICA1ION APPROVED BY: Bldg- nitial & Date) Zoning, 4- 6aiure of Conuactor/ Agent Date P i Contractor .Agent' s Na e ~ AUG 0 I Sior awre of 1\ 0_ ---State of Flonda Date Contactor/Ac:-.: s _ Iersonal,, Known Io Me. or Produces Initial & Date) Ls..: 5: Sp, ! l undtlions` MY COMMISSIQN # DD 212893 Ik n ontr/ lit BondedThruNotaryPublic Underwriters Permit # Job Address: Description of Work: Historic District: sr) QAr; Zoning: CITY OF SANFORD PERMIT APPLICATION Date: u QJ C!S—A -+Z. -o k r) D Value of Work: S Permit Type: Building Electrical V, Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS S_ / D ATrO Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Attach Proof of Ownership & Legal Description) A-'VNcAk l- Cn e '&h't Phone: A 71) • / — (0 el 9 — 0 Q t%ri Contractor Name & Address: Q`ll' S e(` tl( 1 l`) C P d a /r ri ! r^ State License Number: C 0 c) o J scl z Phone & Fax: 'ti-h j ontactPerson: " Pbone:J Q 6 " 11iIISafi1i13 Le Bonding Company. Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit isverification that I will notify the owner of the property of the requireme o Florida Lien Law, FS 713. oSignatureofOwner/Agent Date Signature of Contract g Date Print Owner/Agent's Name Prin Con r/Agent's NammeT Signature of Notary -State of Florida Date Sign re of Notary -State of Florida.4v Jen0ft AWnodovar MY Commission DD272, of nP" Explros December 07 2( fOwner/Agent is _ Personally Known to Me or Contractor/Agent is `r Personally Known to Me orProducedID _ ProducedlD APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) CCAJI0, N.,` GANFORD STATEMENT NUMBER 1O4-76188 DATE: _ y- BUILDING PERMIT COUN-TY UM R ... .... .... .... .... .... .... .... .... .... UNIT ADDRESS: __^»__ __ ----------------_--- TRAFFIC ZONE: ___ JURISDICTION: O6 Q TY-DF-SANFDRD------_-_- R PARCEL ItLUUUK OWNER NAME: ADDRESS: _ --'-.. L -... -.. APPLICANT NAME: _________ ______------_-----_-_--- ADDRESS: ............................ - ...______ ____ ^__ ------------------__'-- LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential MORK DESCRIPTION: Single Family House: Detached Consfr ction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OFUNITS ROADS ARTERIALS CO - WIDE O dwl unit $ 705.00 1 $ 7051100 ROADS COLLECTORS NORTH O dwl unit $ '142.00 . 1 $ 142.0O LIBRARY CO - WIDE O dwl unit $ 54.0O 1 $ 54.00 SCHOOLS CO - WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE STATEMENT RECEIVED BY: _ SIGNATURE: __ ________ 1, LEASE pKIMT NH) c NOTE TO RECEIVI G SIGNATORY/APPLICANT: FAILURE`TO'NUT IFY OWNER AND ENSU 'E TIMELY PAYMENTMAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: COUNTY 3- CITY 2-APPLICANT _ 4- COUNTY, PERSONS ARE ADVISED THAT THIS IS A STATEMEN-OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF '`A`BUILDING'PERMIT. PERSONS ARE Al SO THAT ANY RIGHTS OF THE APPLICANT, QR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, i|IBRARY SYSTEM AND/OR EDUCATIONAL(SCHOOL) IMPACT FEES MUST BE EXERCISED BY- FILING A F/ITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE R CErVING SI8NATURE DATE ABOVE, 13LYT NOT LATER THAN OF OCCU ANCY OR OCCUPANCY. THE REQUEGT~~ OR REVIEW 'MUST MEET THE 'REQ |IREMENT- OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BEPIC|ED OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST - STREET, SANFORD, FLORIDA 32771; (4O7) 665-7474. -- PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ' THIS STATE ENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** CCTV OF SANFORD PERMIT APPLICATION Permit # 0y ` 1 -4--) Date: / eLg C!`- Job Address: Description of Work: Historic District: Zoning: Value of Work: $ - • Permit Type: Building V/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration . Change of Service Temporary Pole . Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Z - / • 0 Construction Type: GM # of Stories: _ /_ # of Dwelling Units: Flood Zone: X (FEMA form required, for other than X) Parcel #: Z3— % ! 0— 6'O2— 0000' D 71 o (Attach Proof of Ownership & Legal Description) " Owners Name & Address: ( O 50lttHN lt%G IfINEM/rC 4N 0 3c ps YY Phone: 4to 7 624 do 77 Contractor Name & Address: / ///I.I IJ OW&S 4d rc1 (1t2 ea' l. se NNum beer: C!` G 113Z / Phone & Fax: 6 00 07 ! 0 S7 Contact Person: M gur,f - q Phone' r 07), t ?c7b pY 0 Bonding Company N/4 Address: ti Mortgage Lender: NAY r Address: Architect/ Engineer: //GbI/UGf' Phe Address: d37JA1KYWMM#! AM. JD/lT lyr Jdllu t r"• / Y h`'Qa_ c» Fax: Application is hereby made to obtain a permit to do the work and installations icated. I e tfy thatotw`okFor is liltion has co.T5traced prior to the issuance of a permit and that all work will be performed to meet standards of all laws r n on ti iontrait Ss- :urisdr uon I tipdeF end that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS FIIRNACES DES H„ATERS,"TADS, and p 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 wiht! pplicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIC, OF COMMENCEMENT MAY RMULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. AcceptanceIota is verification that I will notify the owner of the property of the requireme s Florida Lien Law, FS 713. CIJ Cy gofOwner/ Agent a Signature ofContractor/Agent *ae o c^. r $ Print Owner/Agent's e • Print Contractor/Age 0 W r LUce Signature oNota toFlodatuSignature ofNo ryStateoFrdat8a. ° Wm ry Owner/ Agent is Y Personally Known to Me or Contractor/Agent is Personally Known to Me or q°.• 6- _ Produced ID MA _Produced ID N/4 qoyAPIF,ATION APPROVEDBY: Bldg:. Zoning: Utilities: FD: Initial & Date) ( initial & Date) (Initial & Date) (Initial & Date) Special Conditions: hh.e clad i nc C• it conk V 2-03-20A 12:59PM FROM P. 1 ID Permit # :.- 1 Job Address: V P ' P Detcriptioo of Work: Ifistorie District: Zoning: CITY OF SANFORD PEPM[T APPLICATION Date: el D _ Permit Type: Building ElectriWi Mochanica) Plumbing -L Fire Spdakkr/Altunt Pool EleelrlcW,. New Service - # ofAMPS __ Addition/Alte m6on Change ofScMce Temporary Pole Mechanical: Rtsidea4al Non-Residentiaj Koplwxrncrtt Nc (Duct L4yuut do I?itergy Cale, Roquired) Plumbing/ New Commercial: # of Fixtturt # of Water do Stwcr Uncs # ofGas lines Plumbing/Ncw ReridenOal: # of Water Cioscts Plumbiag Repair - Residential or Commercial Occupancy Type: Residcntut!_ Commercial Industrial Total Squars Footage: Construction.Typc: q of Stories: # of Dwelling Units: Flood Zone: (FKMA farm • rcgolead for ether t4aa X) Parcel C Owners IVarne et Addreu• 1 1 1 O (' - i S { m VC) a'1 Contractor Nam# bi Addrmx -- . (` Phone Ar Fat: 'Si Bonding Company-, Addrest: Attach Proof ofOwnenhlp & Leta) Description) ev'NV' A)t)..\1 1'",'P Ptwee: __k-i 1)1 - b) C1 - 0 O Montage Leader: Addt•ess; ArchlOttlEnglneer: _ Phone; Address: Fax: Application Is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or "LlUation has oommenccd prior to U. issuance ofa permStandards andthatallworkwillbeperfonnodtomeetndardsof all law$ regulating oonstruetion is this jurisdictiont tattdotstaod tint l separate permitmoatsetbeforELECTRICALWORK, PLUMBINO, SIGNS. WULLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, sad AIRCONDITIONERS, etc. QWNER' S AFFIDA Vly: l certify that all of theforegoing lafomtation is accurate and that all work will be done io oompllattoc with an applicable laws. regulatiug constructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY HSULT IN YOUR PAYnJCi TWICEFORfMPROVBM6NTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, OONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERUCORDINOYOURNOTICEOFCOMMENCEMENT. NOTIC : In addition to the saquirernems of this permit, these may he additional restrictions applicable to this properry that nuy be found its the public nocords of thiscounty, and them may be additional permits requirod from other govemmerual entities such az water mmstemew districts, state Agencies, or fodend agencies. Attepesnee of "ffnit is VrifLc,lion Utat I willl willawuatofthetyofthetoquircrracnttofFloridaLicitLaw, IFS 711. Sigtwtur wner/Agent p SrgnatwcofCan tractor/AgcntData Pri weer/ Agc Name Print Con1rac10t/A4en(1 Name M/ y re ofNt)-1 1e pf,FtortQ 014Datc Signature of NonrySutc of Florida Date MY COMMISSION L/#11VDtD 1188491 M EXPIRES: February 25, 2007 I-<S iY-'$fJ?.Kft4t is _r-t-fifa48hSI A?c APPLICATION APPROVED by: Bldg: Initial & Date) Spxisl Conditions: Contr ctor/ Agcru is Pencnally Knowa to Me of Produccd ID Zoning:. — Ulrlitics: — FD Initial & Date) ( Initial & Datc) (initial Qc pate) Da Permit Number: V `I Prepared By Daphne Clark and P.O.Box 784283 Return To; Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. MARYANNE MOW-1 CLERK OF CIRCUIT LUJRT SEMINOLE COUNTY BK 05311 PIG 0161 CLERK'S # 2004077572 RECORDED 05I18/2.004 03 a630 a G . Fri RECi1RDINS FEES 6.00 RECORDED BY L McKinley Cl<Ks.F4L'U COM MATT t NN`E l Ol f'sl CLERK L)F CIKUIT I',0UVV 20 State of Florida. County of Seminole. MAY 9 Qit 2004 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance C with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number 222 Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. Street Address (/-1 Sanford, FL 2. 4' eneral description of improvements New single family residence 3. Owner information : Name Morrison Homes Address 151 South lIall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N. A. 7. Lender: N. A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13( 1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year from the date of recordin Date Signed: J Signature of Owner's Agent, MhKeYC ' wft Sworn to and subscribed bgfo ne this by Maria Lisa Steiner, who is personally known to me. rotfa„e o D. k CL W MY COMMISSIONt DO 214811 Signature of Notai Notary Seal: * * EXPIRES: June 27, 2007 i 2 of o' Bonded Thru Budget NdW Sorvkes Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pis/web/re_web.seminole_county_title?PARCE... PARCEL DETAIL Back A 5cminda• t'uubly i- 1 Fuie if K {< t \a Yir% dB finS ick C ._d 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0700 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: MORRISON HOMES INC Exemptions: Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 Land Value (Market): $26,000 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 113 VENETIAN BAY CIR SANFORD 32771 lustiMarket Value: $26,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: WARRANTY DEED 11/2003 08091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 70 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. tfyou recently purchased a homesteaded property your next year's property tax will be based on JusMWarket value. 1 of 1 LIMITED POWER OF ATTORNEY DATE: 51-1k16 I HEREBY NAME AND APPOINT: EACH AN AGENT OF: 114' loop 1 ENO •ems C 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 : '76 SUBDIVISION: e ADDRESS: (mil , AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR. STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument w s ackyowledged before me this DATE: BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. g1G, ............................ ........... .......... h LAURA K. HOF3SON 7 9 $ a`Jprv IGNATUREOFNOTARY: NOTARY SE k " 1commission # DD014365i a Expires 8/20/2006 Bonded through L 00 432.42541 eo... f...............................................: Florida Notary Assn.. Inc. Herz * Jluociate8 inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Surveyy L 11(E BEARING DISTANCE L I S 89°59'43-W 50.00' L 2 N 89°59'43-E 50.00' LOT 90 LOT 89 LOT 88 LI LOT 70 A" GRADING N 5.500 SO. FT. cn 15.3' -- 1 COV. o PATIO 0 24. 7' or- O NASSAU II - 1561 O : O ELEV. 'A,B.0 & D- O< SINGLE FAMILY . m RESIDENCE n V FIN. FL. ELEV: i3. 6 V mM LOT 69 y LOT 71 M 6.3' M O OF14.3'op 019.3' 0M Ln N 135.00' 0 L 2 Wds CIL EL 1-1 OF 'SAA F0 P.C.P.- S 89°59'43-W29.44P.C.P. - REFERENCED BEARING CIL MONROE VIEW TRA I L CIL VENETIAN BAY CIRCLE rso' R7w) TRACT "F" l SO R/Wl TRACT "F " PRIVATE ROADWAY PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION: Lot 70. - V E N E T I A N B A Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X according to the Flood Insurance Rate Map Community Panel Number 120289 0035E. Doted 04/17795. City or Sonrord. Community Number 120294) SETBACKS: Max Coverage - 64 Front 25' Rear 20' ESITEDATA Side 5 ' Corner 15' RVIOUS SO. FT. _ 50Minimum Lot Width50' S0. FT. IMPERVIOUS AREA - 2725SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43-W. Vertical datum is based on NGVD per Engineering construction plans by Ned H i l l e r Engineering. hc. Job Number 2001. General Notes: Legend 1. This is a BOUNDARY Survey performed in the field on PR O PO5 ED Temporary Benchmark cvs 2. No aerial, surface or subsurface utility installations, underground improvements or assumed datum) O.R.B. PB otrici a/ Records Book Plat Book Plat subsurfacelaerialencroachments, if any, were located. BOW Back of sidewalk PC Point of Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. GL a Centerline Central or ( Delta) Angle PCC. Point of Compound Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved CALL Calculated P.C. P. Permanent Control Point Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing Page to depict the proposed or actual difference in elevation relative to the assumed CD Chord R P. R.M..only P Permanent Reference Monument Property Line temporary Benchmark shown hereon. C.M. Concrete Monument P.. O.B. Point of Beginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Rights -of - way of record whether depicted or not on this document. No search of the FINAL EL. Elevation (Measured) P.I. Point of Intersection Public Records has been made b this office. Y FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe PT. Point of Tangency 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod R RAO Radius Radial Line Denotes %"ironrodwithyellowplasticcapmarkedLB4937orLS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB Licensed Business R/W Right-of-way O Denotes P.C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mee NID(N& D) Measured Nail and Disk TYP. Typical 2003 Herx & Associates inc. All rights reserved 9 N.R. Not Radial V 7 Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid wlthout the atu and the original raised seal of a Floridalicensed Surveyor and Pp This survey meets the requ Technical Ch f ri'ar rdsed' nde. 17-6oridaAimuiml(YY1 C 4lY110 Darae L. Przemlenlecki, P.S.M. Registered Vprveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered SurveydVand Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 Sketch of Legal Description This is not o Survey Drown by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot plan performed: 05-03-04 Foundation Survey: Final Survey: Revisions . y TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z22302A Address 1 VENETIAN BAY Address 2 LOT 70 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TP1 1 Design Loads Roof: 37 PSF S1r-T--50-1FC1[K-1 Building upply d'w4',51e1;1«Yrs pany ORLANDO TRUSS DIVISION D BA SMYTH LUMBER CO. 2722 APOPKA BLVD. APOPK FL 32703 407-2 9-1522 FAx:40 99-9153 Floor: — Wind: 120 MPH/CLOSED BLDG. WITH REAR PORCH & RAISED ENTRY WIND PRESSURE EFFECTS Engineer of Record MARCOS FIGUEROA OF 580 CAPE COD LANE, STE 9, ALTAMONTE, FL PE#31707 Or Building Designer: Seal D t 05-May-04 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R1 R2 R3 R4 RS `" R6 R7 R8 R9 R10 R11 R12 R13 R14 R16 R17 R18 R19 V1 V2 R15 V3 H1 E1 c1 C2 C3 C4 C5 29 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 6( i No. 42704 •: o'•• STATE OF C. F•••..G, 40'O" 5 4' U U U V V V 7 0• GI G 7O' G2 2 EI R16 G4 J V J GI GZ G3GSEl03 Rq R8 R7 16' 0' F, 6F5 14' O' R4 R3 56 O' 0. RI O. 58' 0' 18' O' 24' O' R2 BUILD W41,_L TO 0' PLATE HEIC+ff Q\ EEWALL TO FLATE _ EIGHT Flo 8' THEN 8' 0' PL. H1 P. II3' O' 0 4. 7' 4' 10' 7' 4' O' Kl9 RI2F13 RIS 0 RI9 G3 I G 22 4' 1Tia' GI SPAN F16 R17b GI w a El 17E: G3 O G O' V U U U V V C. I or 12. 0 / 6. 0 9 3/16, HOLD TRUSSES V11 RAISED FEELS 16' E-8 VACK, I' ON MOCK A 1/ 2' ON FRAIAE'VAL -LS cWYTH LUMDEF CO. ROOF TPU'` DIVI'NON 2722 50UTH A.POPKA 51-X0. APOPKA, FL_ 32703 407) 2qq - 1522 FAX ( 407) 2qq - g153 Engineering Gertificate of Authorization # g216 NOTES: p IT 5 E MUDE179 RESPOtr,01LITYTO VEFFYTRU55PLACH,EN7 FLAN AD) TRU55 ) Er04 PRAWN(,5 A(,ANtir PELD CONDITM AID PE964 14TEIAT IFF`ERENGE'. 1,EGTV4 AIDANSI/TPI I-M51 ' AFTFOVEP: NAAE ffF,l-Ni) DATE 2) TW79 7E5 AUSTNOT BE WTOR ALIEF.EP INAFf! WAY ImTHOUT FFTOR AUTHOF.IZATIOIA BY _idJH TRU55 COXANY. 3) Mf-, g THAT ARE CUT OR ALTERED PTH/NTAUTHO'1ZATVJN WI.L DE T.fPARED 0' OR F.1= LACEVAT NhT06W5 E,' TU,.`E, 4) CcNtN V FESWIHHOUTFK REVEEIPDBEKITTEN CON5ENT BY SNAYTH TRUSS CG<fANY. 8' PL T I$I T v 4' - 40' O' The Truss Engineers seal, whenapplied, confirms the Placement of the truss framing as It relates to the truss designs specific for this structure. The truss framing is based upon the review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of the truss framing and/or truss Ph plan. The design of the temporary and permanent bracing, the diaphragm system, shearwalls andstructuralelementstoresistlateralloadsfromwindand/or seismic acbvlty is the responsibilityofthebuildingdesignprofessional. Additional approval by the buildingWilliam M. Ranieri PE design professional shall include, but not be limited to, design loading, lengths, profiles, FL Lic. No. 427a4 pitches and depths. DETAII-c- x 1) REFER TO Ha Po (FEC0A,(ff IDATVN5 FOR HANDLNG, NZTALLATVXJ, AND TERfORAFY BRACING) REFER TO ENClEERED DRA'YNJ5 FOR PERIAAFENT B174CMI6 REOLIKEP 2) ALL TKV55E5 (FIG.LONG TRU95ES UJD& VALLEYFF.A1445) MISTBE 60,FLETELYOEGED CR D EFER TOVALLEY TFIhS PETALS FOR ALTEF7,147E BRACN6 REOURDEN1S 3) ALL VAI-LEYS TO DE CONVENTION•IALLY FRAi$PB'( DLUPEF 4) PITERIOP. LOAD BEAUK, ''AALL5 ALL RCOF 111S5 KINIY.S TO DE 5A.F501 HJ526OR USF rK.AI.TT-S46) T -M lILESS NOTED OTFERWff, SIMPSON I USP KANT-SAG C9 - HUS26 OR THD26 HHUS26-2 OR THD26-2 CB • HHUS28- 2 OR THD28-2 NTn - HHUS48 OR THD48 - La - AGUS26- 2 OR THDH26-2 9 - HGUS28- 2 OR THDH28-2 Z - HGUS28- 3 OR THDH28-3 SUUR210 OR SKH21OUR 1) - HGUS48 OR THDH48 THA422 OR MSH422 p - THAC422 OR MSH4221F L4 - HUC410 OR HD4101F THJA26 OR HJC26 5TD) LL[3ULA - K1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= IM13 unu rrtCrHnLv u ice'• -""' "• •• 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 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. J A V- J n v— .l n v— 3X6 (Al) 3X6 (Al) 1-4-0 1-4-0 t— 20-0-0 20-0-0 0-0-0 Over 2 Support R=1561 U=479 W=8 R=1561 U=479 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a QTY:7 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES RECLINE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND M. e T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 0BRACING. REFER i0 HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 'i INSTITUTE, 583 O'DNOFRiO DR., SUITE 200, MAD ISO N. WI 53719). FOR SAFETY PRACTICES PRIOR TO . 'FICw_ PERFORMING THESE FUNCTIONS. UNLESS OTHER XI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ; -1 F T C D L 7.0 P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A FR OPERLY ATTACHED RIGID CEILING. ; ROOF TRUSS DIVISION `IMPORTANT"' FURNISH A COPY OF THIS DESIGN 7O THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED - l No.42704 BC DL 10.0 PSF DRW SLTUSR352 02336120 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO + 2722 SOUTH APOPKA BEND. BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND B C L L O. O P S F S L T- E N G / W M R APOPKA. FL 32703 BRACING OF. TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S ,STATE OF = LPI WE407-299.1 522 CONNECTORSSPECIFICATONARE PMAD ESOFD 20GATA STMMA653AGR40R CAL VANDT EE LPAPER EXC EPi ASSOC] ASINO) D. IRE APFL YACO NNECTORS TO A'. C P.f FAx: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /./ O XR,O.' TOT. L D . 37.0 P S F S E Q N - 33584 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM SDY R ESFD NS I8ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORQATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 03 u SPACING 24. 0" J R E F - 1 R Y 8 3 5 2_Z 0 2ANSI/TPI 1-1995 SECTION 2. LCC3UCH - KC IMlb UWU PHLFARtU YHUM I,UMPUILR INPUT (LUAUS & U1MENb10NS) SUBMIIILU BY IRUSS MFH. TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (Al) 1-4-0t-y 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD.AND 0.15" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4111 3X6 (Al) 1-4-0 ry LE 20-0-0 _1 20-0-0 I 10-6-0 10-7-0 T 18-11-0 fE 40-0-0 Over 2 Supports 'I R=1561 U=478 W=8" R=1561 U=479 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:2 FL 1 - - R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M M. Rq T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 1RAGING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON, III 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND IC A7ED. TOP CHORD SHALL HAVE PROPERLY ATTACHED GetIFIC4 F T C D L 7.0 P S F DATE 12102102SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i No.42704 BC DL 10.0 PSF DRW SLTUSR352 02336145 2722 SOUTH APOPKA BLVD. GUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i BC L L 0.0 PSF S L T- E N G / WM R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAFER ASSOCIATION) AND TPI. ALPINE STATE OF; 407-299 1522 CONNECTORS ARE MADE OF 20GA AS7M A653 GR40 GALV. STEEL, E%CEFT AS NOTED. APPLY CONNECTORS TO PrFAx:407-2999153 <QRIO.••TOT.LD. 37.0 PSF SEQN - 33590 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS RE •••a .a PROFESSIONAL ENGINEERING DRANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING y N111 D U R . F A C . 1.25 FROM R HRESPNSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS /` CERTIFICATE OFALFIHORQATION #9?IE3 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Feb o3 .. SPACING 24'=0" JREF - 1RY8352_ZO2 LZZ3UZA - K3) I , NIS DWG PREPARED, FROM COMPUTER INPUI (NADS & US'MENSIUNJ) JUbM1IILU by KUJJ Mt-K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6 (A1) 120 MPH WIND, 14.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2.5X4 1 2.5X4 6 r 6 5X6% 5 X 6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6 (Al) 1 4r - 0 1 4-0 19- 0-0 _12-0-01_ 19-0-0 _I 0- 0-0 Over 2 Supports R= 1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a OTY:1 FL 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND e BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 6 2 INSTITUTE. 583 O'ONOFR IO DR.. SU.I TE200' MA DISO N. WI 53719), FOR SAFETY PRACTICES PRIOR 70 •/'Al/y PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Z PI (,q •.-/ T C D L 7.0 P S F DATE 12102102 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F200FTRUSSCIIVISION " IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t PIo.42704 B`' DL 10.0 PSF DRW CLTUSR352 02.336121 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND j BC L L 0.0 P S F S L T - E N G W M R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN % SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAFER ASSOCIATION) AND TPI. ALPINE STATE OF x: 407-299591 S' c P'V``' TOT.LD. 37.0 PSF SEON 33592 FAX: 407-299-91 53 CONNECTORS ARE MADE OF 2UNL SSTM HERW GR 40 GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • O R'O ,j EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING LELY {) D U R . F A C . 1.25 FROM R H RESPONSIBILITYSOFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb0 3 ANSI/TPI1-1995 SECTION 2. SPACING 24.0" J-REF - 1RY8352_ZO2 4ZZ3UZA K4) nIa vwu rncrHrccv rrtvri wriru cn inrvi (wrva n uirinv ivnol a -- TOP CHORD 2x4 SP 2 120 MPH WIND, 13.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 1 Dense :B3 2x4 SP #2: WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 5X6= 3X6 (Al) 2.5X4 e- 5 X 6 6 r 6 2X40 5X6% 9-4-0 C: YG= C, YR= B3 rYr= v, YG- "" 3X6(A1) 11-4-0, ty I 17-0-0 I 6-0-0 I 17-0-0 _1 40-0-0 Over 2 Supports 'I R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL - 1 R - Scale=.1875" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND /QA _ T C L L 20. 0 P S F R E F R 3 5 2-- 6 1 9 6 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ifi INSTITUTE. 583 D'ONOFRIO DR., SU [TE 200. MADISO N, WI 57719), F00. SAFETY PRACTICES PRIOR TO 't FI C•• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED -T% T C D L 7.0 P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. }! ROOFTRussDrvlsloN `IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F G ND.42704 BC DL 10.0 PSF DRW SLTUSR352 02336122 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO '* •, 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN t STATE OF . BC LL 0.0 PSF SLT-ENG /WMR 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE•,p:rr FAX: 407.299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I:iA•.,OR,O,•'..[ TOT. LD. 37.0 PSF SEON - 33594 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER i'A-••""•1V PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NA D UR . F A C . 1 . 2 5 F R 0 M R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CER'nFIGATE OF AUTHORIZATION#9,21H COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 '03 SPACI N,G 2410 JREF - 1RY8352_Z02ANSI/TPI 1.1995 SECTION 2. Z22302A - R5) 4' TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO. BRACE ALL FLAT TC @ 24" OC 3X6 (Al) 1-4-0 II11J UrvU -r-LV ii•i XLv , .iL i•.... • ... ...... .. 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4= 5X6= 5X6 * 5X6 6 r (A) (A) 16 A) ( A) 9- 4-0 2YA III rya— FYA= 7X4III 3X6( A1) 1- 4-0 rr L 15-0-0 I 10-0-0 I 15-0-0 I 40- 0-0 Over 2 Supports R= 1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 - - R Scale=.1875" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). fSH SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS: UNLESS OTHER VISE [ND IC ATED, TOP CHORD SNALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEl LING. 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 BF ACINGOF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M M q T. [ tFIC4J:; r NQ,42704 S STATE OF Pr••e. OR,Q .• ay T C T C BC B C T 0 T L L D L DL L L L D . 20. 0 7. 0 10. 0 0. 0 37. 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 6 1 9 6 4 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FI. 32703 407- 299.1 522 FAX: 407-299-91 53 DRW SLTUSR352 02336123 S L T - E N G / W M R S E O N 33597 D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGDRAWINGS160A-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 S ONAL SPACING 24.0" JREF 1RY8352 Z02 CERTIFICATEOFAUTHOR17ATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1'1995 SECTION 2. Feb 03 LLLSUZA - Kb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) IM13 UWU rlttrAMLU rnUl"I UI MI'UItM 1lvruI (LUAU) 6t UJI-tt IN 31UI13) 3UDPI1tILU of IMU33 -Irn 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5 X 6 =— 2X4III 5X6= 5X6 5X6 6 r L 9-4-0 9xA III 5X6rvr_ 2x4 III 3X6 ( Al) 1- 4-0 1-4-0 I 13-0-0 I 14-0-0 I 13-0-0 I 40- 0-0 Over 2 Supports R= 1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL - 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND WARNING** TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'O NOFRIO DR., SUITE Z00, MADISD 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— 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, INSTALCING AND BRACING OF TRUSSES. THIS DESIC,NCONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIF ICATiON PUBLISHED By THE AM ERICAN FOREST AND PACER ASSOCIATION) ANO 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 rt Fl •••'•• iF .%`•• F 222 j No.42704 S STATE OF Q Q R1• T C TIC BC B C T 0 T L L D L DL L L L D . 20. 7. 0 10. 0 0. 0 3 7.0 0 P PSF PSF P P S F S F c JF R E F R 3 5 2-- 6 1 9 6 5 DATE 12102102 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL. 32703 407- 299-1 522 FAX: 407-299-9153 DRW SLTUSR352 023.36124 S L T - E N G / W M R S E 0 N - 33603 D U R F A C . 1 .2 5 F R 0 ML1 RHPROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9?1H DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. F e b 03 '0 SPACING 24`r,0' JREF - 1RY8352_Z02 LLL3UCA K/) Imi3 uwu rKcrHMLu rMuri l-1-ICM I Ir U I«vnua nJ I I I _ I'll 1— TOP CHORD 2x4 SP #2 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD X6 (A1) 5X6= 2.5X4= 5X6= 5X6= 2X4 2X4 6 r 6 9-4-0 X6= 5X8= 3 3X6(Al) 1-4-0 1-4-0 11-0-0 I 18-0-0 _I 11-0-0 _I 40-0-0 Over 2 Supports 'I R=1561 U=490 W=8" R=1561 U=490 W=8" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE-AoI441mt4A, OTY:l FL 1 - - R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 6 INSTITUTE. 563 O'ONOFRIO D0.., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND ICA7ED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL 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 4 T 3 S NQ, 42704 P8K s T C BC. D L DL 7.0 10.0 P S F PSF DATE 12 02102 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02336125 S L T - E N G W MR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-2 1 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; ORFABRICAT]NG, 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 ASIM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS. OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF ;• QiS (4 Va R Vstn`G BC TOT. L L L D. 0.0 337.0 P S F P S F S E 0 N 33601 OUR. F AC. 1.25 FROM uRHPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. N 4 Feb 03 '03 SPACING 24.0" JREF 1RY8352Z02 LCCSUCA - Kd) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) INI1) UWU NKLFAKLU tKUII l.UP1HUItK 1111'UI (LUAU) Na UIMLNJIUNV,) JUbMIIILU GT IKUJJ MLK. 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT IC @ 24" OC. 5X6= 2.5X4= 5X6= 2.5X4= 5X6= 2 X 4 2 X 4 6 r 6 9-4-0 IYR=_ VC VC5X6= "1YR- 3X6(A1) 1-4-0 1-4-0 I_ 9-0-0 _i_ 22-0-0 _I_ 9-0-0 _I 40-0-0 Over 2 Supports R=1561 U=493 W=8" R=1561 U=493 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL - 1 - R - fC Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. IN AND M T C L L 20.0 PSFF R E F .R 3 5 2-- 6 1 9 6 7BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIG DR., SUITE 200, MAD [SO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED • t'f''.'. T C D L 7. D P S F DATE 12102102SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CFZOOF'iRUSSDIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N0.42704 BC DL 10.0 PSF DRW SLTUSR352 02336126 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND / APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN : • B C L L 0.0 P S F S L T - E N G / W M R SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE STATE OF 40407-21-91 '` r° P.'k,TOT.LD. 37.0 PSF SEON - 33605CONNECTORSAREMADEOF20GAASTMA653GR40GALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO A aFAX: 407"299-3153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER y ...... .. PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES pCCEFTANCE OF PROFESSIONAL ENGINEERING OUR . F A C. 1.25 FROM R HRESPONSIBILITYSOLELYFORTHE THIS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISCEFMFICATEOFAUTTBORRATIONOF92I6ANSIOVENT1FOORANYSEPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER Feb 03 SPACItaG 24%0" JREF - 1RY8352_Z02 I LLCJUCA - Ky H1J UWG PHEVAKLU FKUM LUMF'UItM 1NYU1 (LUAU) & UIMENJIUNl) JUUM1IItU UT IHUJJ MrK. TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCOL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD 6X8= 2.5X4111 7X8a 2.5X4III 6X8= 6 T 6 T2 q) A) T 2.5X4 III 8X8a 8X8= 2.5X4 III 4X6(Al) = 4X6(A1) 1- -OE 15-0-0 I 1-4-0 I_ 7-0-0 _1_ 26-0-0 _I 7-0-0 1 R=651 U=439 W=8" 40-0-0 Over 3 Supports R=3887 U=2300 W=8" R=1637 U=1020 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE ol QTY:1 FL 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND - • Rq T C L L - 2 0-. 0 P S F R E F R 3 5 2-- 6 1 9 6 8BRACING. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR., SUITE Z00. MADISO N, W1 63719), FOR SAFETY PRACTICES PRIOR TO •••••. PERFORMING THESE FUNCTIONS. UNLESS OTHER VISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED v%'• T C D L 7. 0 P S F DATE 12102102SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IG IMPORTANT— FURNISH A OPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No. 42704ROOFTRUssDIvIs10NBC 6 BC DL 10.0 PSF DRW SLTUSR352 02336127PRODUCTS. INC. SHALL NOT E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 2722 SOUTFI APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH II; OR FABP.ICATI NG. HANDLING. SHIPPING, INSTALLING AND I APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OAF • B C L L 0.0 P S F S L T - E N G / W M R 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE R,Ot ( FAX: 4-299- 1 2 53 CONNECTORS ARE MADE OF 20GA AS TMA653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '.. TOT . L D . 37. 0 P S F S E O N - 33607 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1 .2 5FROM R H RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR 99ANYSEC710PARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 03 ' 0 3SPACING S E E ABOVEI J RE F - 1 R Y 8 3 5 2_Z 0 2 LCLSULA - K1U TOP CHORD 2x4 SP #1 Dense :T3, T4 2x4 SP #2: BOT CHORD 2x4 SP #2 :62 2x6 SP #2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 9-4-0 99 1-4-0 rr i ni3 uwu rncr—n u I — I w'IuI— —rui kLVAU3 a uiri uv3IV—) 3uun-- i in . — , 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF-. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4111 2X4III 3X10= 6H6 2X4III 1-5-0 rr 20-0-0 19-11-0 10-6-0 10-7-0 18-10-0 39-11-0 Over 2 Supports R=1569 U=481 W=8" R=1552 U=481 W=8" T 1-8-11 830-0 PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE OTY:l FL 1 - R - Scale=.1875" Ft. WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 9 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD 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 G(gx..( 0 0 . ' 2 ND• 427041,: :1771C7C T C BC D L DL 7. 10.0 0 P PSF S F DATE 12102102 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02336128 S L T - E N G W M R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299.1 522 FAX: 407.2999153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO•r.,...•• EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE 0F1ORIOPr`v YY-YYs//V t BC T 0 T. L L L D. 0.0 37.0 P P S F S F S E 0 N - 3 3 6 1 4 O U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ PI 1-1995 SECTION 2 Y • F e b 03 ' 03 S P A C I t G 2 4! 0" J R E F - 1 R Y 8 3 5 2_Z 0 2 LLL-1ULA - K11 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W10 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1,25) TC From 54 PLF at 1.46 to 54 PLF at 15.82 TC From 81 PLF at 15.82 to 81 PLF at 39.92 TC From 54 PLF at 39.92 to 54 PLF at 41.46 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 39.92 BC From 4 PLF at 39.92 to 4 PLF at 41.46 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 9-4-0 3 i n i a u— r—r—, , —, weir v,— .,, v, ....---.-- -, 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 2.5X4 = 5X6= 3X4= T 1 11 8- 8-0-0 1C4=-- 13-11-$ 1E 7-1-0—1- 1-5_0 20-0-0 19-11-0 14-3-0 6-6-0 1 19-2-0 39-11-0 Over 4 Supports R=589 U=406 W=8" R=827 U=436 W=7" R=1336 U=682 W=7" R=1020 U=528 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL - 1 - - R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M R T C L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 7 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MAD ISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO ••iFiC • / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t••• 4 { TC O L - 7. 0 P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSF DRW SLTUSR352 02336129 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING,, SHIPPING, INSTALLING AND B C L L 0.0 P S F S L T - E N G / W MR APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ( P,•. CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O R10 s•P TOT . L D . 37.0 P S F S E Q N - 33620 FAX: 407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF -THIS CERTIFICATE OF AUTHORFIATION #9215 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 03 SPACINGANSI/TPI 1-1995 SECTION 2. S E E ABOVEI J R E F - 1 R Y 8 3 5 2_ Z 0 2 LCL.3UZA - K1Z M1J LIWG F'KLIAKLU LKUM I-UMNUItK 1N1'UI (LUAUS 5 UIMLNJIUNJ) JUblllIILL) MY IKUJJ MI-K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W3 2x4 SP #2: Rt Wedge 2x8 SP #1 Dense: 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION.MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4111 5X4= 13-0-0 9-4-0 ZA4 ul 2X4(A1) = 2.5X4 11-4-01 13-11-8 _1 11-4-811-4-01CCe 14-10-0 7-6-0 14-3-0 8-1-0 22-4-0 Over 3 Supports R=597 U=367 W=8" R=767 U=375 W=7" R=451 U=344 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:2 FL - 1 - - R - Scale =.25" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING; SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD ISO N, N] 53719). FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOPCHORD 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 RA_ 7/ Q F1cAr i IG -7 l N0. 42704 j- * T C T C BC .DL L L D L 2 0. 7. 10.0 0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 7 1 S MYTH LUMBER CO. ROOF TRUSSDIYISION DATE 1 2/ 0 2/ 0 2 DRW SLTUSR352 023.35130 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDAND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL BESION SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20f,A ASTMA653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTDRS TOe•., EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON -THIS DESIGN, POSITION CONNECTORS PER STATE OF • R` OP B C T 0 T L L L D . 0 37. 0 0 P S F P S F S L T - E N G / W M R S E Q N 33628 D U R F A C . 1 .25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OFAUTHOR¢ATION#9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING, INDICATES ACCEPTANCE OF PROFESSIONAL RE S P 0NNSIBILITY SOLELY FOR THE TRUSS COMPONENT DESICN SHOWN. THE SUITABILITY AND USE OF THIS 1FOR ANSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSII) ENT Y1, ` r Feb 03 'OS SPACIPSG 1, 24e 0" JREF 1RY8352_Z02 Z22302A R13) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI'MENSIONS) SUBMITTED BY TRUSS MFR, 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS LUMBER DUR.FAC.=1.25 % PLATE DUR.FAC.=1.25) (A).2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED TC From 54 PLF at -1.46 to 54 PLF at 7.42 ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING TC From 81 PLF at 7.42 to 81 PLF at 22.33 DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. TC From 54 PLF at 22.33 to 54 PLF at 23.80 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 22.33 BC From 4 PLF at 22.33 to 4 PLF at 23.80 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS 5X4= 13-0-0 2X4(A1) = 2.5X4 = 114 01 13-11-8 J 1 1481140 14-10-0 _I_ 7-6-0 14-3-0 8-1-0 22-4-0 Over 3 Supports R=633 U=368 W=8" R=1004 U=582 W=7" R=579 U=346 W=3.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:1 FL - 1 - - R - Scale =.25" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE wM M. w_ TC L L 20.0 P S F R E F R 3 5 2-- 6 1 9 7 2 INSTITUTE, 563 O'ONOFR IO -DR.. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO __`}i••........• 7A / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `.p('t F('j'•"IIIV% TC D L 7.0 P S F DATE. - 1 2 / 0 2 / 0 2SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3.rG`( T .[ y RooFTlxu5sDrv1S1oN -IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I11D.4ZiO4 (yS BC DL 10. Q PSF DRW SLTUSR352 023.35131PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 12722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7 _ B C L L 0.0 P S F S L T - E N G / WM RAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OFSPECIFICATIONPUBLISHEDBYTHEAMERICANFORANDPAPERASSOCIATION) AND TPI. ALPINEao7-2991522 P .S Pri TOT .LD. 37.0 PSF SEON 33631CONNECTORSAREMADEOF20GAASTM: 653 GR 40 f,ALV. STEEL, EXCEPT AS NOT APPLY CONNECTORS TO ' ^ R,O . _` FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPON 1/// SIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1 .2 5 FROM0M R HS-VNA CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Fe b 0.1ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVEI JREF 1RY8352 ZO2 TDIICC MCD LLL3ULA - K14) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4 2.5X4( — 120 MPH WIND, 10.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. L<1-4-Oy I 9-3-0 I 9-8-0 _I 18-11-0 Over 2 Supports R=689 U=202 W=3" R=792 U=288 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:3 FL - 1 - R - Scale =.375" Ft. WARNING** TRUSSES RECLINE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND R T C L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 7 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 3'rx- IRF INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON. WI 5311I. FOR SAFETY PRACTICES PRIOR TO p '(IFI4 qF0RMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1`4'- ;TC DL- 7.0 PSF DATE 12/02/02 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOFTRUSSDIVISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 777 No.42704 BC DL 10.0 PSF DRW SLTUSR352 02336132 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA HLVD. BUILD THE TRUSSES IN CONFORMANCE KITH TPI: OR FABRICATING, HA NDLIN6, SHIPPING. INSTALLING AND 7 APOPNA, FL 32703 .BRACING OF TRUSSES. THIS DESIGN CONFORMS MITH AFPL [CAB LEPROVISIONS OF IDS (NATIONAL DESIGN ' STATE OF ; BC LL 0.0 PSF SLT-ENG /WMR 407- 299-1 522 SPEC IFICA7ION PUBLISHED BY THE AM ER IC ANFOREST AND PA FER ASSOCIATION) AND TPI. ALPINE ` FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO • O R,. T 0 T . L D . 37.0 P S F S E Q N - 33633 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER j A ""' -` PROFESSIONAL ENGINEERING DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t NA PPPD U R F A C . 1 .25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r GERTTFICATEOFAUTHOREIAT7ONJ19218 COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER Feb L)3 '(].i SPA`'IP.'•G 24! D" JREF - 1RY8352_Z02 ANSI/TPI1-1995 SECTION 2. F LZZ31LIZA - Klb) I H I a UWb NKtIAKtU I-KUf1 I.UMFUILK IIV I'UI 1LUAU J h U119t IN 31U IN JJDUD191I ICU DI IMUJo I-1— TOP CHORD 2x4 SP #2 120 MPH WIND, 10.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3. BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 ( A1) 5X4= 2X4 2X4 6r 1 6 8- 0-0 2X4 ( Al) I_ 9-8-0 _I_ 9-8-0 _I 19- 4-0 Over 2 Supports R= 796 U=282 W=8" R=796 U=282 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125"/Ft. WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR [O DR.. SU (HANDLING 200, MADISON, WI 53119), FOR SAFETY FR ACTICES PRIORTO P ERFDRMING THESE FUNCTIONS. UNLESS O7H ERWISE INDICATED, TOF 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 IMPORTANT". INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IN (NATIONAL DESIGN SFECIFICA TION - PUBLISHED BY. THE AMER IC AN FOREST AN PAPER ASSOCIATION) AND 7P I. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R ryw tIF1Cw••. I w fG N0. 42704 p 5 j]iSTATEOF IC` P.•' L a Q RHO.• s ONAI. tT C T C BC B C T 0 T L L D L DL L L L D . 20.0 7. 10. 0 0. 3 7. 0O 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 6 1.9 7 4 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722.SOUTH APOPKA BLVD.- APOPKA, FL 32703- 407-299. 1 522 FAX: 407- 299-91 53 - DATE 12102102 DRW SLTUSR352 02336133 S L T- E N G W M R SE O N 33635 D U R F A C . 1.25 FROM R H PROFESSIONAL ENGINEERINGDRAWINGS160 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 J R E F 1 R Y 8 3 5 2_ Z 0 2 CERTIFICATE OFAUTHORRATION #9218 ANSIONENT1F01995NSECTIOIPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 '0 4ZZ3UZA - Rib) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 5X4= i mi1, uNu YMLrAMCu rRun -unrui Em lnru, (LNJAUJ a uli-I—N VI—) auurui 'I" 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 2X4 2X4% 6 (- 1 6 8-0-0 5X10= 2X4(A1) = 2X4(A1) L1-4-L1-4-0j 9-0-0 I i-4-0 1 9-0-0 1 19-4-0 Over 2 Supports _l R=796 U=280 W=8" R=796 U=280 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:l FL 1 - R - Scale=.3125" 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 Itf T C L L 2 D. 0 P S F R E F R 3 5 2-- 6 1 9 7 5 INSTITUTE. 563 D'ONOFRIO DR., SUITE 200, MAD[SO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO fERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 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 PRODUCTS, INC. SHALL NOT BE RESPONSIBLENSIBLE FOR ANY DEVIATIONIATION 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 SPEC FIC AT ON PUBLISHED BY THE AMERICAN FOREST AND FAP ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6S3 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t F C„q•'• F j No 1. STATE OF ;' c ' / p`..,O,R'O T C BC BC T 0 T D L DL L L L D . 7. 10.0 0. 37. 0 0 0 P S F PSF P S F P S F D AT E 12102102 SMYTH LUMBER CO. ROOFTRUSSDIVISION 2722 SOl1TH APOPKA BLi/D. APO0 FL 32703 407 299-1 522 FAX: 407-299-9153 DRW SLTUSR352 02335134 S L T- E N G / W M R S E O N 33637 D U R F A C . 1 .2 5 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-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 vs// + uNML S P A C I t G 2 4•. 0" J R E F 1 R Y 8 3 5 2_Z 0 2CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/AIPI 1-1995 SECTION 2 F a_b 03 LLLSULA - KI/) TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 IIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 6X8= T2 6I S6 8-0-0 7X6= 2.5X4111 3X6(A1) = 3X6(A1) 1-4-2:.j L1-4-2j L_ 7-0-0 I 5-4-0 I 7-0-0 1 9-4-0 Over 2 Support R=1460 U=602 W=8 R=1460.U=602 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE OTY:l FL 1 R Scale 3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING,. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. 583ESEO'ONOFR IO DR.. SUITE 200. MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO HAVE ATTACHED M. AI t1F1Ca• / T C T G L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 6 1 9 7 6 DATE 12102102SMYTHLUMBERCO: STRUCTURAL PANELS. BOTTOMSCHORDUNLESSSHALLLHHAVESA PROPERLYDATTACHEDORDRIIGIDALLCEILING, PROPERLY gp G`vH 7 [ D RW SLTUSR.352 02335135ROOFTRUSSDIVISIONIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r7iT7 I1 0.42704 BC DL 10.0 PSF 2722 SOUTH APOPKA - P RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO lj :1 S L T - E N G W M R BLVD. APOPKA. FL 92709 407-299-1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF WTTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN D CNR AND ER I I T A ESPECECT S STATE OF7 I. BC L L 0.0 P J F S E O N52220GATASTMMA653AGR40ERRSIAREPMADEUBLISOFHEAPPLYPICONNLPGALV. TE E L EXCEPT AS NOT E D. CONNECTORS TO O R10f•• r33639/ TOTT. L D. 3 7. 0 PSFFFAx: 407-299-91 59 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ssroNirLE' D U R F A C 1.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Feb 03 'u SPACING SEE ABOVE LIREF 1RY8352 Z02 kLCCJULA - K12S) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 5X4= 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 6 F— 16 9-4-0 2 X 4 III 2 X 4 III 3X4(A1) = 3X4(Al) L<1-4-Oy L<1-4-Oy I 7-0-0 11-4-0 1 7-0-0 I 15-4-0 Over 2 Support R=1103 U=559 W=8" R=1103 U=559 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL - 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'O NOFRIO DR.. SUITE 200, MADI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOF CHORD SHALL ,AYE 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 FRODUCTS. INC. SHALL NOT BE ,RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA 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 e _ 1/ F' •'•.•/Y/ VS- tt G i No.42704 .n STATE OF I:• P.• ., ry. O R,•V rV_ s"`-NA E T C T C BC BC T 0 T L L D L DL L L L D . - 2 0. 7.0 10.0 0.0 37.0 0 P S F P S F PSF cPSFF P S F R E F R 3 5 2-- 6 1 9 7 7 DATE 12102102 S MYTH LUMBER CO. ROOFTRUSSDIYISION 2722 SOUTH APOPKA BLVD. APOPKA, FL. 32703 407-299.1 522 FAX: 407-299-91 53 DRW SLTUSR352 02336136 S L T - E N G / WM R S EON. 33611 D U R. F A C. 1.25 FROM R HPROFESSIONAL. ENGINEERING CERTIFICATE OF AUTHOREXATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NS I8RITY SOLELY FOR THE TRUSS C0MFONE NT DESIGN SH,WN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/RFi 1-1995 SECTION 2. Feb 03 'u. SPACING SEES ABOVE JREF 1RY8352_Z02 Z22302A - R19) 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 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 3X4= 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 F— 6 9-4-0 3 X 4 III 3X4 (A1) = 3X4 (Al) L<1-4-0> LEI-4-0>J 1— 7-2-0 I 7-2-0 I LEE 14-4-0 Over 2 Supports R=1066 U=550 W=8" R=1066 U=550 W=8" PLT TYP. Wave TPI-9.5 R Design Criteria: TPI STD FL BLDG CODE la OTY:l FL 1 - R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION.: HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'O NOFRIO DR., SUITE 200, MAD SO N. NI 13719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER RISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIG10 CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE XITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO CAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTMA663 GR40 GAL''STEEL'. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p IFI .'4 '•`F fG`4' f N0.44%04 p i QiSTATE OF i3. ti t L V ' P V iOn. T C T C BC B C TOT. L L D L DL L L L D. 20. 0 7. 0 10. 0 0. 3 37.0 P P PSF 0 P PSF S F S F S F c F R E F R-3 5 2-- 6 1 9 7 8 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-29991 53 DATE 12102102 DRW SLTUSR352 02336137 S L T- E N G / W M RS E O N 3 3 6 4 1 D U R. F A C. I. 2 5 FROM R H PROFESSIONALENGINEERING - CERTIFICATE OF AUTHORUATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING's onra` RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT T1FORANY SECTIOPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F b 0 3 __ SPACING S E E ABOVEI J R E F 1 R Y 8 3 5 2 7 0 2 LCCSULA - H1).. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-4-3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5iO PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS. L< 1 to to r 9-11-9 9-10-1 Over 3 Supports R=401 U=318 W=11.314" 11 6 4 R=237 U=278 3-9-15 0 R=312 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 6.LB 0TY:7 FL 1 - R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M e TIC L L 20.0 P S F R E F R 3 5 2-- 6 1 9 7 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING. AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 'TTA/j_/ INSTITUTE, 583 0'O NOFRIO DR.. SU I1E 200, MADI$DN, N[ 53719), FOR SAFETY PRACTICES PRIOR TO••`•, - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED ;T C D L 7. 0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. RooFTttussD1v1s1oN "*IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t I1I0.42704 BC DL 10.0 PSF DRW SLTUSR352 02336138 PRODUCTS,INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 50Ui'H APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SH iPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 3 STATE OF : BC L L - 0 . 0 P S F S L T - E N G / W M R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PA FER ASSOCIATION) AND TP1. ALPINE %4t- P eV T 0 T . L D . 37.0 P S F S E 0 N - 3 3 6 4 3CONNECTORSAREMADEOF20GAASTMAS53GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R110FAX: 407-299-9153 .•' EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS.DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUfHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 0 3 S P AC I P G S E E* AB O V E J R E F - 1 R Y 8 3 5 2_Z 0 2ANSI0111E1-1995 SECTION 2 Z22302A - E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & D'IMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<1-4-0-. 7-0-12 _I i7-0-0 Over 3 Supports R=363 U=251 W=8" 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -10-4 R=163 U=180 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a QTY:16 FL - 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISD N. WI 53719). FOR SAFETY PRACTICES PRIOR TO FERFORMING THESE FUNCTIONS. UNLESS OTHER RISE INDICATED. TOP LHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.'t(r 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 OESI GN CONFORMS W[TH APPLICABLE PROYISIOHS OF NOS (NATIONAL DESIGNSSPECIFI[AT ION PUBLISHED BY THE AMERICAN FOREST AND P,A FER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST M A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER w F••• F f N0.42704 jSTATEOF S• aVQR10 • ` T C L L T C D L BC DL B C L L T 0 T . L D . 20.0 7.0 10. Q. 3 7.0 Q D P S F P S F PSF P S F P S F R E F R 3 5 2-- 6 1 9 80 SMYTH LUMBER CO.' ROOF TRussDiVIS10N 2722 SOIfTH APOPKA Swi). APOPKA, FL 32703 407-299.1 522 FAX: 407-299-91 53 DATE 12102102 DRW LTD$R352 02336139 S L T- E N G / W M R S E Q N 33659 D U R F A C . 1.25 FROM S D YPROFESSIONALENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NS 181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH,WN. THE SU 4TABIL ITY AND USE OF THIS iTsroNa SPACING 24.0," JREF 1RY8352_ZO2CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Feb 03 LCCJUCH - L1) In13 unu rmc—m Cu rnvrl vrlrul[n iiNrvl LLL)AU3 h Ull•Irn31UlN3) 31)DI-111ICU UT IMU3, wr M. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.57 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 (— 2X4(Al L<1-4-0 1-0-12 1-0-0 Over 3 Supports i 0-WL 49U 1804 9-4-0 R= U=180 R=247 U=280 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:14 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND ,` M. e T C L L- 20. 0 P S F R E F R 3 5 2-- 6 1 9 8 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ••••••••• INSTITUTE. 503 O'ONO FRIG DR., SUITE 200, MADISON, NI 53719). FOR SAFETY. FRACTIC ES PRIOR TO - V Ift ••• F ER FORMINf, THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ••Q• F T C D L 7. O P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1f ``()4• jy ROOF TRUSS DIVISION ••IMPORTANT~` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0, 4'1]0,4 6 BC DL 10.0 PSF DRW SLTUSR352 02.336140PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 71 T` 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING,. SHIPPING, INSTALLING AND ; 2 BC L L 0. O P S F S L T- E N G W M RAPOPKA,FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t STATE OF • / 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S IA `•f_` T 0 T. L D. 37. 0 P S F S E 0 N 3 3 6 4 8CONNECTORSAREMADEOFTOGAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO /: ` V A,0 rFAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER-S•'•• ''• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1 .25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTOESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRATION 7t9216 COMPONENT FOR1995ANYSECTION CLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 03 SPACING 2 41. 0" J R E F - 1 R Y 8 3 5 2_ Z 0 2 L CC3VCH - 1,4 I H1J UWU YKtYAKLU rKUll LVPII'UItK 11vYUl (LUAU) 61 UIClrll3IVl10) JUDI-IIIICU DI I— III - TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1T-10-4 I(R-47 U=180 1-_100 - 3 g R=03 U=180 L<1-4-011-- 3-0-12-->j 3-0-0 Over 3 Support R=234 U=198 W=8" 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:13 FL - 1 - R - Scale =.375" Ft. WAR NING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L - 20.0 P S F R E F R 3 5 2-- 6 1 9 8 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONO FRIO DR.. SU [TE 200. MAD ISO N. WI 53719). FOR SAFETY PRACTICES PRIOR TO ` r„ VIFIc"% c- / / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED af• "1 •'. T C D L 7. 0 P J F DATE 1 2 D 2 0 2SMYTHLUMBERCO. STRUCTURAL PANELS. DOT OM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1l A S ROOFTRUSSDMSION "`IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.42704 BC DL 10.0 PSF DRW SLTUSR352 02335141PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION IROM THIS DESIGN: ANY FAILURE TO C2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0. 0 PSFF S L T- E N G W M RAPOPKA,, FL 32703 BRACING OF TRUSSES, THIS DESIGN CONFORMS WTIM APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN yL1, STATE OF • 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO V'AE Q R,•,.• w TOT. L D . 37.0 P S F S E 0 N - 33650 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 'V • •••'•••'t PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v4 DUR.FAC 1.25 FROM RH RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 03 'O ANS11TP1 1-1995 SECTION 2. SPACING 24.0 JREF - 1RY8352_Z02 LCL3U[N - UJ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 0 R=48 U=180 L<1-4-0-1l.- 5-0-12—-!3. 5-0-0 Over 3 Supports R=295 U=219 W=8" 111J UrvU RCI'I1R CU IY XLV tl V11'IC IYJIVIY Jf JUUI'11I ILV R. 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE TY:13 FL 1 - - R - Scale =.375" 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 iOR TOINSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOF 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 RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO fir . '• 3`iV r. 1. f NO.4.17041: :,l7C7 T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 8 3 S MYTH LUMBER CO. ROOF TRUSSDIYISION DATE 12102102 DRW SLTUSR352 02336142 S L T - E N G / WM R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299.1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL BESIGN SFECIFICATION PUBLISHED BY THE AMER ICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF ' Q' A f BC T 0 T L L L D . 0.0 37.0 P S F P S F S EON. 33652 D U R F A C . 1.25 FROM S D YPROFESSIONALENGINEERING . CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS- 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI BPI 1-1995 SECTION 2. Feb 03 '03 SPACING 24,0" JREF 1RY8352_Z02 Z22302A - C4) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6f 2X4 (Al) L--3-0-12—>j 3-0-0 Over 3 Supports R=123 U=200 W=8" 1 = 70R-70 1-10-3 9-L-0 R=29 U=200 FHIS UWG PREPAKtU FKUM LUMPUILK INPUI (LUAUS & UIMLNbIUNJ) JUbMllltU by IKUJJ FirK. 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R - Scale=.375"'Ft. WARNING** TRUSSES R'EOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M• e T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 8 4BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TA/-yINSTITUTE. 803 D'ONOFR IO DR., SUITE 200. MADI SO N, WI 53119). FOR SAFETY PRACTICES PRIOR TO 't IFI •••,•. V PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ; (•• F T C D L 7. 0 P S F DATE 12102102 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ;( ROOFTRl1S5D1VIS10N ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42104 :' BC DL 10.0 PSF DRW SLTUSR352 02336143 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 71. 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: 0R FABRICATING. HANDLING. SHIPPING. INSTALLING AND "- B CL L 0.0 P S F S L T - E N G W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF SPEC ICAi[ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 407.299-1522 pR v TOT. AD. 37.0 PSF SEON - 33654 CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••n•' t PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING vvp D U R . F A C . 1.25 FROM R H RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORr1ATON# 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 ANSI/TPI1-1995 SECTION 2. SPACING 24.0" JREF - 1RY8352_ZO2 LCL.SUCA - Un) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1TR!121 4 U=180 2-10-3 0 R=53 U=180 2X4(A1) I -- 5-0-12 5-0-0 Over 3 Supports R=196 U=180 W=8" i nia urvu n rrncu rr LL.uruu a uinur iuno/ • 120 MPH WIND, 10.93 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.. SU iTE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED`r-%`•' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT C 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 R.O-_ Vf/ pp't F •r••. 7 t' 4 ; HHH i N0.42704 T C T C BC L L - D L DL 20. 7.0 10.0 0 P S F P S F PSF R E F R 3 5 2 - 6 1 9 8 5 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02335144 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TP is OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No (NATIONAL DESIGN CONNECT0RSFl ATIAREON PMADESOF020GATASTMHI MA653AGR40RGALY. STEELEREXCITTIASINOTEDHD 7APPLYACONNEl NECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERs C 1 STTATE OF ;'qp yO R,Os'•f BC TOT. LL LD. 0.0 37.0 PSF PSF SEON 33657 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #92let DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPON SI8 ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUf7AB ILI TY AND US EOF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/PPI 1-1995 SECTION 2. 4 Feb 03 '03 SPACING 24,. 0" JREF 1RY8352Z02 kc6c3UCA - VI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6(— 2 X 4 III D1) 9-10-3 2 X 4 III 2 X 4 III 6-8-0 Over Continuous Support R=74 PLF U=30 PLF W=6-8-0 inla UWU FKLFAMtU VKVM 1,U19I'UILM IIYrUI (LUAU) N UiPiuvaIV113) 3UD151I ICU DI I-- IIFR. 120 MPH WIND, 11.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL - 1 - R - Scale =.375" 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, 583 O'UNOFRIO DR.. SUITE 200. MADI SO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC7I0 NS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO VYL••t Flcw'•, / v ""TT%'•'.(` N0. 4 704 : T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 7 8 2 0 1 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 2 0 3 0 3 DRW SLTUSR352 03034325 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST ANC PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF I GA ASTM A653 GR4C GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. .AND UNLESS QTHERW[SE LOCATED ON THIS DESIGN, FOSIi ION CONNECTORS PER 1{ l STATE OF j S.. ^^•j ( y O Rw.' t ... ". P BC T 0 T. L L L D. 0.0 37.0 P S F P S F S L T - E N G / WM R S E 0 N 39894 D U R F A C . 1.25 FROM S D YPROFESSIONALENGINEERING CERTIFICATE OFAUTHORVJ•T10N#9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFONS1131LITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION . Feb 03 '03 SPACING 24.0" JREF 1RY8352_Z02 I,LCCJUCA - VL) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/2.40 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. F>[! 2 X 4 III 6 r D1) 10-10-3 2 X 4 III 4-8-0 Over Continuous Support R=74 PLF U=39 PLF W=4-8-0 III unu nCr — r Rv, uuiiruI— IiiruI k-- C U11-IL I. JI U I. JI I 120 MPH WIND, 12.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE FL 1 - R - Scale =.375" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND R T C L L 20.0 P S F R E F R 3 5 2-- 7 8 2 0 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAOISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO p'FI(•'. FERFORMING THESE FUNCTIONS. UNLESS OTHERWISE T'D TEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED .,` (`" `Y.'• F T C D L 7. 0 P S F DATE 0 2/ 0 3/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION "`IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i. NO.42704 BC DL 10.0 PSF DRW SLTUSR352 03034326FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO -7L 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND j APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN QSL STATE OF ; BC LL 0.0 PSF - SLT-ENG /WMR 407.299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI- ALPINE // Pf FAX: 407-299 91 53 CONNECTORS ARE MADE OF ZOGA ASTM AG53 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO /,(y y RIO,. t1 T 0 T . L D . 37.0 P S F S E 0 N 52191 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER "'•' PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING --_4777 NAL PPP___ D U R . F A C . 1.25 FROM S D YRESFONSIBILiTYSOLELYFORTHETRUSSCOMFONENTDESIGNSHONN. THE SUITABILITY AND USE OF THIS GERTIFICA7E OF AUTHORIZATION 89218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 0 3 ' U.i ANSI/$PI 1-1995 SECTION 2. SPACING 24%0" JREF - 1RY8352_ZO2 Z22302A - V3) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 r 2 X 4 III 2X4(D1) 11-10-3 2 X 4 III 2-8-0 Over Continuous Support R=74 PLF U=68 PLF W=2-8-0 INIJ UWU NMtI'ANtU to Uri UUMI'uIILK INFUI kLUAUJ 61 U1 Fir IN 31V INJJ aUumlI Iuu DI 1mUO3 1-1—. 120 MPH WIND, 12.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE i FL 1 R Scale =.375" Ft. WARNING'S TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND MAA T C L L 20.0 P S F R E F R 3 5 2-- 7 8 2 03 BRACING. -REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TFI (TRUSS PLATE i7ry INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO .IFI (••• •.'I/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED VVVV:•'( "•i.,C T C D L 7.0 P S F DATE 0 2 / 0 3 / 0 3 SMYTH LUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f(J ROOF TRUSS DIVISION •"IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t No.42704 BC DL 10.0 PSF DRW SLTUSR352 03034327 F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND S S BC L L 0.0 P S F S L T- E N G / W M R APOPKA. FL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S STATE OF Q SPECIFICATION PUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE {.y=- 407-299. 1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO / O R'Qjav T 0 T . L D . 37.0 P S F S E 0 N - 52194 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t-s•/'/•.....••`' PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S IVAL' D U R . F A C . 1 .2 5 FROM S D Y RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUI TAB ILI TY AND USE OF THIS CERTIFICATE OFAUTHORIZATION # 9218 ANSICOMPONENT 1F01995NSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 03 S P A C I N G 2 4. 0" J R E f - 1 R Y 8 3 5 2_ Z 0 2 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C BRACE NO (1) 1X4 "L" BRACE (1) 2X4 "L" BRACE (2) 2X4 "L" BRACE '• (I) 2X6 "L" BRACE (2) 2X6 "L" BRACE •• BRACES 2X4 GABLE VERTICAL SPACING SPECIES GRADE GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B r FErF c 1 / 2 3' 5" 5' 11 6' 0" 7' 0" 7' 2" B' 4" 8' 6" 10' 11 11' 3" 13' 1" 13' 5" V U J P F 3 3' 4" 4' 11" 4' 11" 6'.5" 6' S" 8' 4"'. 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" H LT F STUD 3' 4" 4' 10" 4' 10" 6' 5" _ 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W 0 11 STANDARD 3' 3' 4' 2" 4' 2' 5' 6" 5' 6" 7' S'' 7' 5" 8' 7" 8' T 11' B" 11' B" r-- 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" B' 4" 8' 11" 10' 11" 11' 10" 13 1" 14' 0" 2- 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' I 11' 10" 13' 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" i DFL STUD 3' 6"- 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" U STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" B' 9" 8' 9" 11' 11" 11' 11" 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14 0" S. P F 3 3' 10" 6' 0" 6' 0". 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10''' 5' 11 5' 11 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" w O STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" IW 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" SP 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" B' 0" B' 1"'. 9' 6" 10' 0" 12' 6" 12' 7' 14' 0" 14' 0" r4 DFL STUD 4' 0" 6' 1"- 6' 1" B', 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' S" 14' 0" 14` 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" U S P F 3 4' 2" 6' 11" 6' IV' 8' 9" 8' 9" 10' 6" 10' 6" 13' 10' 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O 1 1 STANDARD 4' 2" 5' 11" 5' I1" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" w • I' V 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' O' Q C J P 2 4' 7" 7' 5" B' 0" 8' 9" 9' 6" 10 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 2 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13 10 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 6' 0" 8* 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' C 14' 0" SYMM ABOUT, CABLE TRUSS 2X4 #2N OR BETTER . DIAGONAL BRACE OPTION: TVERTICALLENGTHMAYBE DOUBLED WHEN DIAGONAL 18„ BRACE IS. USED. CONNECT L„ I + DIAGONAL BRACE FOR B70# BRACE TATEACHEND. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L #2, T OR BETTER DIAGONAL I VERTICAL LENGTH SHOWN IN TABLE ABOVE. - BRACE; SINGLE OR + DOUBLE CUT L 1ASSHOWN) AT, BRACING GROUP SPECIES AND GRADES:'. GROUP A: SPRUCE -PINE -FIR HEM -FIR 1 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FIR -LARCH - SOUTHERN PINE 3 3 STUD STUDffSANDARD - STANDARD GROUP B:. HEM-FFR i d: BTR 1 SOUTHERN PINE .. DOUGLAS FIR -LARCH 1 1 GABLE TRUSS DETAIL NOTES: UVE 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 10d NAILS. FOR (1) "L" BRACE: SPACE NABS AT 2". O.C. IN 16" END ZONES AND 4" O.C. BETWEEN ZONES. FOR, (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 113" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM. OF B07. OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" - 1X4 OR 2X3 GREATER THAN 4'.0". BUT 2X4LESSTHAN11' 6" GREATER THAN 11' 6` 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. UPPER END. IJI ONTINUOUS HEARIN MM: iil'k 1 i ii 4,1 CONNECT DIAGONAL AT \ REFER. TO CHART ABOVE FOR E .VER.'GIL /> MIDPOINT OF VERTICAL WEB. 1 ,` g' - FICA .. THIS DRAIYING REPLACES DRAWING A10030E WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED - REF ASCE7-98-GAB12030 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR - SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATEDTOCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL _ * NO. 42704. . * DATE 09/10/O1SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-; FURNISH A COPY OF THIS DESIGN T THE INSTALLATION CONTRACTOR. ALPINE - - DRWG A12030EC0901ROOFTRUSSDIVISIONENGINEERED. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS '; :STATE OF -ENG2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII DR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH `- APOPKA,FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - ••• A - - 407-299=1 522 AMERICAN FOREST AND PAPER ASSOCIATION) AND -TPI. ALPINE CONNECTORS ARE MADE OF 20GA O b 1 r ••• {. TOT. LD. 60 PSFASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF /i / •••• 4 O .eFAX:,407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER //j - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL•`7PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THESUITABCERTIFICATEOFAUTHORIZATION #921 RESPONISIHILITYLITY DOFS THEF BUILDINGTHISODESGNER,ONENTOPERrIANSIT PI 1-1995TICLILAR USECTIONING I 2THE .' . /''/7j/p(ry11r'fly. .!'41•„````\` IVIAX. SPACING T" REINFORCINGMEMBER i GABLETRUSS I SYM. ABOUT RIGID SHEATHING 4 TOENAILS TOENAILS SPACED AT 4- O.C. 4 TOENAILS CEILING GABLE DETAIL FOR LET —IN VERTICALS LENGTH TYP. 11 GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IFPLATES BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4' 0" IX4 OR 2X3 2XB GREATER THAN 4' 0". BUT LESS THAN 11' 6" 2X4 2XB GREATER THAN 11' 6" 2.5X4 2.5X8 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2*2X4 X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: - 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS — 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7—.93 GABLE DETAIL DRAWINGS -- A11015ENO699, A10015ENO699, A09015ENO699, A08015ENO699, A07015EN0699 A11030EN0699, A1003OENO699, A09030ENO699, A0803OENO699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A1303OECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015ENO699, S09015EN0699, S08015ENO699, S07015EN0699 S11030ENO699, S10030ENO699, S0903OENO699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. WARNING-• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFDRMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 1 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA FAX: A07.299-9153 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 PROFESSIDNAL PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATEOFAOTHORIZATON #921 B! SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE -. RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. r1F1• •.- FtC-q j.. No. 42704 STATE OF O R 19 2XB " T REINFORCING MEMBER 2X4 " T" REINFORCING - MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY " T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 " L" BRACE. GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. - MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14* FROM TOP TO BOTTOM CHORD.. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND MRH T" REINR MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 10 7 2x6 40 % 50 % 110 MPH 30 FT 2x4 10 7 10 % - 2x6 50 7 50 7 100 MPH 15 FT 2x4 10 7 - 10 7 2x6 30 50 7 100 MPH 30 FT 2x4 10 7 10 Z 2x6 40 7 40 X - 90 MPH 15 FT 2x4 20 % 10 % 2x6 20 7 40 7 90 MPH 30 FT 2x4 10 7 10 7 2x6 30 % 50 % 80 MPH 15 FT 2x4 10 7 20 7 2x6 10 7 30 7 BO 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 10 7 20 7 2x6 10 7 - 30 X EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C..,SP #3- - T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107 = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" - - MAXIMUM " T" REINFORCED GABLE VERTICAL LENGTH 1. 10 x 6' 7" = 7' 3" 1 1 DRAWINGS GAD98117 876,719 & HC26294035 REF LET -IN VERT DATE 10/24/01 DRWG GBLLETIN1001 ENG DLJ/KAR TOT. LD. 60 PSF FAC. ANY SPACING 24.0" VALLEY TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135'; X 3.5") NAILS TOE -NAILED 12.0 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSEDBLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER. AS REQ'D 4' 0-0 MAX 12 12 MAX. W2X4 W2X4 W2X4 I---8-0-0 MAX— -I 12 Y4X412MAX. W1X3 6-0-0 W1X3 . MAX SPACING) 4Y2X4W1X3W1X3 16-0-0 MAX W1X— 3= 12 12 MAX. W4X4 WLX3 W1X3 TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2,5") NAILS AT 6". OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEYVERTICAL 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. W2X4 W4X4 TOE - NAILED OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL 0 MON S SE T 2 0 VALLYj SIET A 4' 6C W1X3 (MAX SPACING) W1X3 W5X4/ SPL W1X3 W2X4 COMMON IRUSSES PARTIAL FRAMING 20-0- 0 MAX (+.+) r ATqy, 2 OCPLANSUPPORTINGTRUSSES AT 24" OC MAXIMUM. SPACING. 1`ip111AYilft61711 Qy,if/ P THISDRAWING REPLACES DRAWING A105 WARNING.. TRUSSES REOUIRE EXTREME CAREINFABRICATING,' HANDLING, SHIPPING, INSTALLING .AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING),'PUBLISHED BY TPI CTRUSSPLATETCLL -- 30 30 40 PSF REF- VALLEY DETAIL 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 DL - 20 15 7 PSF DATE D6/25/99 STRUCTURAL PANELS ANDBOTTOMCHORDSHALeSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 C DRWG VALTRUSS0699 IMPORTANT-. FURNISH ACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPIW ROOFTRUSS DIVISION ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLEFORANY DEVIATION FROM THIS - 9C DL 10 10 10 PSF ENG MLH/ICAR 2722 SOUTH APOPKA BLVO. DESIGN; ANY FAILURE ,TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING = HANDLING, SHIPPING, INSTALLING AN BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA,FL 32703 APPLICABLEPROVISIONSNDSSTATEjCLL - O oT. 0 0 PSF 55 OF (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE %.o 407-299.1522 AMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAi OF:. LD. 60 57PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FA%; 407-299-9153TRUSSAND, UNLESS OTHERWISE LOCATED-DN THIS DESIGN, POSITION CONNECTORS PER - DRAW S 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O O O 1 O i\ i/// L NGINEE PROFESSIONAL ENGINEERING ENGINEERING. RESPONSIBILITYSOLELYFORTHE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Q 14 v •••••••••_N` v io DUR:FAC. 1.25/ 1.33 1.15 1.15 SPACING 24 OFAUTHORIUTION 8921E RESPONSIBLLI TY. OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 07 \\\\\ rrurnn11111nnui CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" O( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), C) MAX HEIGHT WITH 2X4 "T'.' BRACEIS 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. 3) 16d BOX NAILS, 2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) ( A) 3) 16d BOX NAILS B) RATED C) SHEATHING 4' 0" TYP. B) 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP. CHORDS PER SPECIFICATIONS xt3)16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING PARTIAL FRAMING PLAN VLV11Y1V1V 11\VJJL'.J I'll /., `t VV 3) 16d BOX 2) 16d BOX NAILS, NAILS, TOE -NAILED TOE - NAILED D) ( A) C). 3) 16d BOX GIRDER NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING BYS TPIL(TRUSSDPLATEIIINSTiT UTER 583 HD'ONOFRIONORIN SUITET 2007N ADISON,RWi.I 53719U FORHED SAFETY PRACTICES PRIOR T PERFORMING. THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.•,•• jI' jt .• f3 _\FICq c SMYTH LUMBER CO. ROOF TRUSS DIVISION xIMPORTANT•* 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, BC 42704 I2722SOUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS No. ;B APOPKA, FL-32703 - WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA TO,407-299-1522 7 FAX:407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS To EACH FACE OF TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF 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 O CERTIFICATE OF AUTHORIZATION N921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - A • i r nm • .\ _ THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7PSF DATE 06/25/99 J) L 10 10 10 PSF DRWG VALCONVF0699 0 0 0PSF ENG MLH/KAR LD. 60 55 57 PSF 1C. 1.2 5/1.33 1,15 1.15 CING SEE ABOVE TOP CHORD 2X4 #2 OR BETTER PIGGYBACK DETAILBOTCHORD2X4 #2. OR BETTER WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ii 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. rMAX SIZE OF 2X12 r ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. WARNING-: TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING JOINT TYPE SPANS UP TO 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 0 0 0 0 00 o 0 0 o o a_ o. o o, 2" 181/4" WING REPLACES DRAWINGS 634,016 634,017 & 847,045 INSTALLING. AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (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 1a\` `n •••• •IH y a•L V •.•IF.... .• FC,qa ` T•• MAX LOADING i - 55 PSF AT REF PIGGYBACK SMYTH LUMBER DATE O6 25 99 DRWGCO. HAVE A PROPERLY ATTACHED RIGID CEILING.: IMPORTANT«• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 1.33 OUR. FAG. ROOF TRUSS DIVISION ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; FAILURE C • y, •: L PIGBACKBO699 ENG DLJ/KAR2722SOUTH . APOPKA 13LVD ANY TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; R FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH R NO.42704 50 PSF AT APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEAMERICANFORESTAND 25 DUR. FAC. 407-299-1522 - 407-299-9153 PAPER ASSOCIATION) AND-TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSSAND, UNLESS OTHERWISE O F s 47 PSF AT1 ;FAX: LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-ZTHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL STATE Z1. 15 DUR. FAC. PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9218 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITAB THETHISCOMPONENTOPERNANSITTICUARUSECCTIONIP '•• 7 RESPONISIIBILI TYDOFSTHEF BUILDINGDESIGNER, PI IL1995 2. IO- ACING BOTTOM CHORD OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. 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. FILLER DETAIL 3X4 WAVE OR 4X8 TRULOX 2X4 WAVE OR 3X6 TRULOX REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM , BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L.' 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH. 3281# 1656 1.5" X 3.5 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN. PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5 9 8 7 7 6 4 AWEDGE 4 ++ ** 9.5" MAX 3X8 TRULOX ** 18" MAX I 4 4 3X12 TRULOX 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYT.PI (TRUSS PLATE INSTITUTE, 583 'ONOFR IO DR., SUITE 200, MADISON, WI. 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. r 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, APOPKA, FL 32703 HANDLING, SHIPPING, IISTALLING 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 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITI N CONNECTORS PER DRAWINGS 160 A-Z.-THE SEAL ON THIS DRAWING IN ICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OFAUTHORIZATION M921R SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2, y%,WIiIHIHll/Igj4j DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 Q,.... A/S/i4 TC LL — PSF REF BC FILLER FICgT.F DL — PSF DATE 06/25/99 DL 10.0 PSF DRWG BCFILLER0699 No. 42704' : *CrLL — PSF -ENG DLJ/KAR TO'9 LD. — PSF E STATE OF FAC. 1.0/1.15/1.25/1.33 per• :c QP' eACING 24.0" I/ll/S/pNAt'C xv§ ll 1 IIIIH.AI II,ii111\` STE- PDOWN CORDER SET I TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR. HIPJACK GRADE 2' TYP. BOT CHORD 2X4 SO. PINE #2 N - WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR 1 N 2-00-00 2-09-15 1 2 DENSE V2 HIP OR COMMON TRUSS 1 HIP TRUSS 2) 16d TOENAILS HJ ** (3) 16d TOENAILS 2.12 12 W2X4 - TO4.24 W2X5 I i . W3X4. OR II SIMPSON 3/4" "11'^ THJA26 I I I I # # # I 9-10-13 OVER 2 SUPPORTS- R=652#, W=3.50• ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 . PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 HIPJACK THIS DRAWING REPLACES y a•"" DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO R., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRNCTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATE, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS Ja\ • N/w 0.lFlC •• vY T r j` q ••i yC LL 30 MAX PSF DL 15 MAX PSF REF 7' STBK CS DATE 06 25 99 SMYTH LUMBER CO. AND BOTTOM CHORD SHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. G (C •, DRWG- CS7SBK3A0699DIVISION722 IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, i y Bl.'L 10 - PSF SO4 HA27225Otf,TN APOPKA BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH Np• 42704A I ,L 0 PSF ENG SJP/KAR APOPKA, FL 32703 407-299-1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA C yA - 0T= LD. 55 MAX PSF FAx: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSSAND, UNLESSOTHERWISE LOCATEHERWISE D N THIS DESIGN, POSITION CONNECTORS PER STATE Or 4. FAC. - 1.33PROFESSIONALENGINEERINGDRAWINGS160A-Z.. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE A A •• ACING SEE ABOVECERTIFICATEOFAUTHORIZATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O ,•• / O t-, i ` CLB WEB BRACE SUBSTITUTION THIS. DETAIL IS TO BE USED IV -HEN 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 1-2X6 2X6. 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2XB 2 ROWS 2X6 2-2X6(*) j 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: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6 O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB THIS DRAWING REPLACES DRAWING 579,640 A WARNINGx- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MA ISON, WI. 53719) FOR 11 TC LL PSFF / REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE IN ICATED, i\V .^'C1F1CiG)(1 q,.•, DL PSFTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBDTTOMCHORDSHALLSMYTHLUMBERCo.HAVE A PROPERLY ATTACHED RIGID CEILING. v L,• B DLIMPORTANT;• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ROOFTRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR fAHRICATING, PSF 1. _ NO.42704 •:C-LL - DRWG BRCLBSUB0699 27225ourHAPDP1cABwD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH o PSF ENG MLH/KAR - 32703 AMERICANLFORESSTIA DNS OF NDSPPERASSOCIATION) ANDNALIGNTPISALPIINIEATIONBYAPOPKA. 407- TO' LD. PSFCONNNECTORSSHED99AREMADEOF20GA407-299-1522 'ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Z J•Q •'• STATE OF - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCEOFPROFESSIONAL PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE FA C. i •'• c_"' CERTIFlCAYE OF AUTHORIUTION 7i921 B..SUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE j•'.• RESP. NSIBILITYOF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0p,O. ACING i RItl. Ifl.•.It •,'11t4 1 t FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs r•_-.tea - Residential Whole Building Performance Method A Project Name: NASSAU 1561 Builder: MORRISONN HMS/ MT. Address: //3- 'j]7 ,/ G Permitting Office: `CVO C City, State: J Permit Number: OV_ Owner: Jurisdiction Number: Climate Zone: Central (p1'/-0v 1. New construction or existing 2. Single family or multi -family 3. Number ofunits, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Single Pane a. Clear glass, default U-factor 252.0 ft2 b. Default tint 0.0 ft2 c. Labeled U or SHGC 0.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A l l . Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New Single family 1 3 _ Yes _ t 561 ft2 Double Pane - 0.0 ft2 - 0.0 ft2 - 0.0 ft2 R=0.0, 188.0(p) ft _ R=4.1, 1474.0 ft2 _ R=11.0; 268.2, ft2 R=30.0, 1666.0 ft2 _ Sup. R=6.0, 1.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23166 PASSTotalbasepoints: 24142 I" hereby certify that the plans and specifications covered by this calculation are in compli c ith the Florida Energy Code. PREPARED BY: DATE: --------- ------ c---- I hereby certify that this building, s desi ned, is in compliance with the Florida e. OWNER/AGENT: DATE: - -- ----- -L --- Cap: 36.0 kBtu/hr _ SEER: 12.00 Cap: 36.0 kBtu/hr HSPF: 8.35 Cap: 50.0 gallons _ EF: 0.86 PT, _ Review of the plans and T11E SPgl specifications covered by this 4 o calculation indicates compliance with the Florida Energy Code. O Before construction is completed this building will be inspected for compliance with Section 553.908 CODFloridaStatutes. wE' BUILDING OFFIC DATE: EnergyGauge® (Version: FLRCSB v3.30) FORM 60OA-2001 0 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 1561.0 25.78 7243.7 Single, Clear NE 1.0 5.0 9.0 47.10 0.95 404.1 Single, Clear NW 1.0 11.0 28.0 40.72 1.00 1136.2 Single, Clear NW 7.0 5.0 14.0 40.72 0.60 340.9 Single, Clear SE 9.0 9.0 38.0 61.07 0.51 1188.1 Single, Clear SW 1.0 7.0 38.0 56.99 0.98 2129.8 Single, Clear SE 9.0 14.0 64.0 61.07 0.61 2381.8 Single, Clear SE 1.0 11.0 32.0 61.07 1.00 1953.3 Single, Clear NE 1.0 5.0 13.0 47.10 0.95 583.7 Single, Clear NE 1.0 6.0 16.0 47.10 0.97 731.7 As -Built Total: 252.0 10849.6 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 268.2 0.70 187.7 Concrete, Int Insul, Exterior 4.1 1474.0 1.18 1739.3 Exterior 1474.0 1.90 2800.6 Frame, Wood, Adjacent 11.0 268.2 0.70 187.7 Base Total: 1742.2 2988.3 As -Built Total: 1742.2 1927.1 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 34.0 7.20 244.8 Exterior 34.0 4.80 163.2 Adjacent Wood 18.0 2.40 43.2 Base Total: 52.0 192.0 As -Built Total: 52.0 288.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1666.0 2.13 3548.6 Under Attic 30.0 1666.0 2.13 X 1.00 3548.6 Base Total: 1666.0 3548.6 As -Built Total: 1666.0 3548.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 188.0(p) 31.8 5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 0.00 0.0 Base Total: 5978.4 As -Built Total: 188.0 5997.2 INFILTRATION Area X BSPM Points Area X SPM = Points 1561.0 14.31 22337.9 1561.0 14.31 22337.9 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 f SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 30332.1 Summer As -Built Points: 32953.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 32953.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 10564.6 30332.1 0.4266 12939.7 1 32953.9 1.00 1.188 0.284 0.950 10564.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCSB v3.30 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 1561.0 5.86 1646.5 Single, Clear NE 1.0 5.0 9.0 14.70 1.00 132.4 Single, Clear M 1.0 11.0 28.0 14.97 1.00 418.8 Single, Clear NW 7.0 5.0 14.0 14.97 0.99 207.7 Single, Clear SE 9.0 9.0 38.0 10.59 1.49 600.9 Single, Clear SW 1.0 7.0 38.0 11.59 1.01 442.9 Single, Clear SE 9.0 14.0 64.0 10.59 1.28 865.6 Single, Clear SE 1.0 11.0 32.0 10.59 1.01 341.3 Single, Clear NE 1.0 5.0 13.0 14.70 1.00 191.2 Single, Clear NE 1.0 6.0 16.0 14.70 1.00 235.3 As -Built Total: 252.0 3436.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 268.2 1.80 482.8 Concrete, Int Insul, Exterior 4.1 1474.0 3.31 4871.6 Exterior 1474.0 2.00 2948.0 Frame, Wood, Adjacent 11.0 268.2 1.80 482.8 Base Total: 1742.2 3430.8 As -Built Total: 1742.2 5354.3 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4 Exterior 34.0 5.10 173.4 Adjacent Wood 18.0 5.90 106.2 Base Total: 52.0 245.4 As -Built Total: 52.0 364.6 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1666.0 0.64 1066.2 Under Attic 30.0 1666.0 0.64 X 1.00 1066.2 Base Total: 1666.0 1066.2 As -Built Total: 1666.0 1066.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 As -Built Total: 188.0 470.0 INFILTRATION Area X BWPM Points Area X WPM Points 1561.0 0.28 437.1 1561.0 -0.28 437.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 U WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5594.7 Winter As -Built Points: 10254.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10254.2 1.000 1.078 x 1.160 x 0.95) 0.409 0.950 4730.2 5594.7 0.6274 3510.1 1 10254.2 1.00 1.188 0.409 0.950 4730.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 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 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot.Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 12940 3510 7692 24142 1 10565 4730 7871 23166 PASS y yo4Z8E STg1, o n EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 1 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 wa 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 orjoint 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. 9ZA-99 (1TWP92 DC?GCRRIDTIVF MFACI IRFS fmnet ha mat nr axraarlarl by all racirlpnrac 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1561 ft2 c. N/A 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 252.0 ft2 0.0 ft2 - 13. Heating systems b. Clear - double pane 0.0 ft2 0.0 112 - a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 0.0 f12 - HSPF: 8.35 _ d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 1474.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 268.2 ft2 _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1666.0 ft2 _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) Og'iHE sTgTc in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. ,,,,,, --•• Builder Signature: Date: a f h Address of New Home: City/FL Zip: r ooD 1vE NOTE: The home's estimated energyperformance score is only available through the FLARES computer program. This ism a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar 'designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY L Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For. MOWEM HCMES 11MIN N ..e1"r n oIar mft' Weather Orlando AR FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 34621 Btuh Ventilation air 50 cfm Ventilation air loss 1760 Btuh Design heat bad 36381 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area ft Heat* Col Volume (f 3) 14998 14998 Eruiivv. AMM(o r q ) 02.0W0 0.40 Heating Equipment Summary Male TR4E Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.7 HSPF 0 Btuh @ 47-F 0 OF 1200 cfm 0.035 dm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grJb Sensible Cooling Equipment Load Sizing Structure 25115 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 25583 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 2949 Btuh Total latent equip. load 5573 Btuh Total eeqquuipment load 31156 Btuh Req. tdal capacity at 0.70% SHR 3.0 ton Cooling Equipment Summary Make Trade Efficiency 121 EER Sensible cooling 24850 Btuh Latent cooling 10650 Btuh Total cooling 35500 Btuh Actual cooling fan 1200 cfm Cooling air flow factor 0.048 dnvBtuh Load sensible heat ratio Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requiremerits of Manual J 7th Ed. 82 % wrightsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 ACC', E:\Files\MORRISON 2002\1561 NASSAU\nassau.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 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 14998 ft3 x 0.0167 = 200 cfm 2 Winter infiltration load 1.1 x 200 cfm x 32 °F Winter TD = 7039 Btuh 3. Winter infiltration HTM 7039 Btuh / 304 ft2 Total window = 23.2 Btuh/ft' and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14998 ft3 x 0.0167 = 100 cfm 2 Summer infiltration bad 1.1 x 100 cfm x 18 °F SurrrnerTD = 1980 Btuh 3. Summer infiltration HTM 1980 Btuh / 304 ft2 Total window = 6.5 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff. x 100 cfm = 2949 Btuh Procedure D - Equipment Sizing Loads 1. Sensible stung load Sensible ventilation load 1.1 x 50 cfm vent. x 18 *F Su mer-TD = 990 Btuh Sensible load for structure (Line 19) + 25115 Btuh Sum of ventilation and structure loads = 26105 Btuh Rating and temperature swing multiplier x 0.98 Equipment s¢tr1g load - sensible = 25583 Btuh 2 Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2949 Btuh Equipment stung bad - latent = 5573 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlltallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential- 5.5.06 RSR26013 Z51k E:\Files\MORRISON 2002\1561 NASSAU\nassau.rsr 2002-Jun-06 09:03:30 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R BTH 2 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 4.0 62.4 9.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 5.0 6.0 47.4 28.0 0.0 FOY a n sw a c n 0 n 1 1 90 1.0 7.0 1.0 4.0 76.4 14.0 14.0 DIN LAUN KIT NOOK a n ne a c n 0 d 1 1 90 1.0 9.0 3.0 6.0 39.4 38.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 4.0 LIV b n ne a c n 0 d 1 1 90 1.0 9.0 6.0 8.0 39.4 64.0 0.0 M BR a n ne a c n 0 d 1 1 90 1.0 1.0 6.0 5.0 39.4 32.0 0.0 M BTH a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 39.4 13.0 0.0 DEN/STUDY 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 wrightsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 kick E:\Files\MORRISON 2002\1561 NASSAU\nassau.rsr Page 1 R t 1 EnGre oWORKSHEET DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVIW VUHL J: m to. 1 Name ofroom Entire House BTH 2 BR 3 FOY 2 Length ofexposedwall 188.0ft 6.0 ft 38.0 ft 15.0 ft 3 Roan drrensiors 6.0 x 14.0ft 15.0x 13.0 ft 8.0 x 8.0 ft 4 Ceiings Condit. Option 9.8 1 hear cool d 9.4 ft heaVood 9A ft heaV000l 12.0 ft heakod TYPE OFCST HTM Area Lend (Btrh) Area Load (13tih) Area Load (Btih) Area Load (Btrh) E) RE W. Htg I Clg ftl Htg Clg ft2) Htg I Clg ft Htg Clg M Htg I Clg 5 Gross a 14B 4.E 2.1 1547 56 357 96 Eposed b 12C 2. 1.9 c`' 0 0 0 mA and c 13C 3. 1. 296 0 0 84 partitions d 0. 0. 0 0 0 e 0. 0. 0 0 0 6 Wrrbnsad a 1C 37. 188 Elm 9 333 28 1035 14 517 glass doors b 8C 37. 2365 0 0 0 0 0 Heating c 94 216 0`" 0 0 0 0 0 d 0. 0 0 0 0 0 0 e 0. c 0 0 c"" 0 0 0 0 f 0. 0 0 c0 0 0 0 7 Wixbn6ad North 27. 1 493 0 0 0 14 412 grass doors NENW 40. 172 69B4 9 562 0 0 cling EW 0. 0 0- 0 0 0 0 SESW 47. 2939 0 0 x 1327 0 0 Sarah 0. 0 0 0 0 0 0 Horz 0. 0 0 0 0 c 0 0 8 Othwdoors a 1OD 14. 9. 500 338 0 0 0 0 34 500 331 b 10D 14. 9. 1 235 179 0 c 0 0 0 c 0 0 0 c 0. O.0 0 0 0 0 0 0 c 0 0 0 9 Net a 14B 4 'E21 1231 5812 2397 47 218 9B 329 1517 678 48 221 eposed b 12C 2. 1. 0 0 0 0 0 0 c 0 0 0 wags and c 13C 3., 1 258 845 314 0 0 0 0 c 84 partitions d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1. 2 1666 2826 3709 142 187 195 331 434 64 109 142 b 0. 0. 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 11 Floors a 21A 25, 0. 188 4873 0 6 156 0 38 965 15 389 0 Nolo: room b 0. 0. 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 is d ispll.. d 0. 0. 0 0 0 0 0 0 0 0 for slab a 0. 0. 0 0 0 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 0 0 0 0 0 12 Induration a 23 6.5 304 7039 1980 9 29B 59 28 648 182 48 1111 313 13 Subt bss= 6+8_+11+12 314 33 1057 4516 3112 Mess ac errs heating 0 0 0 Less transfer 0 0 0 Heating redstrbution 0 0 0 14 Ductless 101 3147 1Q/1 106 101/ 4Q 10°/ 311 15 Total loss =13+14 34621 1163 4967 3424 16 Int gains: People @ 300 5- 1500 0 0 0 c 0 0 1200 1800 0 0 0 0 0 17 Subtot RSH gai-7+8..+12@16 905 2 21 1402 Less exlorr coo6ig 0 0 0 Less tra fer 0 0 0 Cooling redslrbution 0 0 0 18 Dud gain 101/. 2283 10'/ 90 10)/ 2Q 10°/ 140 19 Total RSH gairF=(17+18pPLF 1.0025115 1.00995 1.00 23B4 1.00 1542 20 Airrequired (Chi) 1200 1200 48 172 138 119 7 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrr, gFitsoFt Right -Suite ResidentialTM 5.5.06 RSR26013 2002-Jun-06 09:03:30 p` E:\Files\MORRISON 2002\1561 NASSAU\nassau.rsr Page 1 PI ,)iTd WORKSHEET ntre Ouse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 vuwur r. tin to 1 Named room DIN LAUN KIT NOOK 2 Lerglhofexpcseclwal 8.0 ft 18.0 ft 120 ft 20.0 ft 3 Roandmer 16.0x 15.0ft 11.0x 7.0ft 12.0x 11.0ft 11.0 x 11.0ft 4 Ceiings CorxftOpticn 10.0 1 h.W d 9.4 ft heaVmd 9.4 ft heahknd 9.4 ft i heattnd TYPE OF CST HTM Area Laid W) Area Load (Btrh) Area Load (13tuh) Area Lord (Btrh) EXPOSURE NO. Htg Clg ftj Htg Clg M Htg Clg ft2) Htg I Clg ft Htg Clg 5 Gross a 14B 4.E 2.1 c47 113 188 Bposed b 12C ZE 1.9 c"* 0 0 0 walls and c 13C 3. 1 122 0 0 partitions d 0. 0.0 c*"" 0 0 0 e 0. 0. 0 0 0 f 0. 0. 0 0 0 6 Wrxbnsand a 1C 37.c c 0 0 c0 0 76 glass doors b 8C 37c c 0 0 0 0 0 0 Heating c 9A 29. 0 0 c"" 0 0 0 0 d 0. 0 0 0 0 0 0 e 0. 0 0 0 0 0 0 f 0.c 0 0 0 0 0 0 7 V*dms and North 27. 0 0 0 0 4 81 glass doors NEMW 40. 0 0 0 0 38 1497 Cooling ENV 0. 0 0 0 0 0- 0 SESW 47. 0 0 0 0 34 1612 South 0. 0 0 0 0 c 0- 0 Horz 0. C'"`" 0 0 0 0 C 0- 0 8 Olherdoors a 10D 14. 9. 0 0 0 0 0 0 0 0 0 b 10D 14. 9. 0 0 18 179 0 0 0 0 0 c 0. 0. 0 0 0 c 0 0 01 c 0 0 0 9 Nd a 14B 4. 2.1 c 0 0 47 217 97 113 520 232 112 516 231 eposed b 12C 2. 1.9 c 0 0 0 c 0 0 0 c 0 0 0 wads and c 13C 3. 1.2 ac 252 94 104 328 122 0 0 c 0 0 0 partitions d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 c 0 0 0 0 0 0 10 Ceilings a 16D 1. 2.2 240 407 534 77 131 171 132 224 294 121 205 259 b 0.c 0. 0 0 0 c 0 0 0 c 0 0 0 c 0. O.c c 0 0 0 c 0 0 0 0 0 0 d 0. 0.c 0 0 0 0 0 0 c 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25. 0. 207 0 18 467 0 12 311 C 20 518 0 Note: roan b 0. 0. 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 isddiispll.. d 0.cO.0 0 0 0 0 0 0 c 0 0 0 for slab a 0.cO.0 0 0 0 0 0 0 c 0 0 0 floors) f 0.cO.0 0 0 0 c 0 0 0 c 0 0 0 12 Infiltration a 23.1 6.5 c 0 011 18 4171117 01 0 q 76 17601 495 13 SubW bs5=6+8_+11+12 886 1824 1055 5808 Len exbrnal hmb-g 0 0 0 Len transfer 0 0 0 Heating redistribution 0 0 0 14 Duct loss 100 87 10'/ 182 1C'/ 105 10o/ 581 15 Total loss =13+14 953 2006 1160 6319 16 InL gains: Pecple @ 300 1 30D 0 0 0 c 0 0 1200 0 1 600 1 12DO 0 0 17 Subtot RSH garr=7+ 2+1+16 928 1286 17T 4186 Len exernai cooing 0 0 0 Len transfer 0 0 0 Coding redisMbubcn 0 0 0 18 Dud gain 100 93 1(P/ 129 10/ 173 10o/ 419 19 Total RSH garr=(17+18)*PLF 1.00 1021 1.00 1415 1.00 1899 1.00 2D Air required (dm) 33 49 6B 4q 91 221 220 Printout certified by ACCA to meet.allrequiremerlls of Manual J 7th Ed. I& wrrfghtsoift Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 K EAFiles\MORRISON 2002\1561 NASSAU\nassau.rsr Page 2 f IGjiT WousORKSHEET ntjre e DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVWIVUNL :film 1 Name ofroom LIV M BR M BTH DENSTUDY2 Length of evosedM 14.0 ft 34.0 ft 120 ft 11.0 It 3 Room rinatiau15.0x 15.0ft 15.0x 13.0 ft 12.0x 14.0 ft 11.0 x 15.0ft 4 Ceiings Co-& Option 11.0 1 hwV d 9.4 ft heaV000l 9.4 ft heatlmd 9.4 ft i heaVoocl TYPE OF CST HTM Area Load (BWn) Area Load (Bhh) Area Load (l3hh) Area Load (Bhh) EVOSURE NO. Htg I Clg ft') Htg Clg M Htg I Clg ftl Htg Clg M Htg Clg 5 Gross a 14B AE 2.1 154 M 113 103 Eposed b 12C ZE 1.9 c0 0 0 aralls arld c 13C 3. 1.2 c 0 0 0 partitions d 0.c 0. 0 0 0 t*** 6 Wrdx sard a 1C 3 c 0 32 1183 13 M16 glass doors b SC 37. 2365 0 0 0 0 0 Heov c 9A 29. 0 0 0 0 0 0 d 0. 0 0 0 0 0 0 e 0. 0 0 0 0 0 0 If 0. 0 0 C"* 0 0 0 0 7 Windows aid North 27. 0 0 0 0 0 0 glass doors NEJMN 40.6 2522 32 1231 13 512 16 630 Coding ENV 0.0 0 0 0 0 0 0 SESW 47A 0 0 0 0`" 0*" 0 South 0. 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Otlherdoors a 10D 14. 9. 0 0 0 0 0 0 0 0 0 b 10D 14. i 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 9 Net a 14B 4. 2.1 9c 415 185 2B8 1325 592 100 460 206 87 403 180 eposed b 12C 2. 1. 0 0 0 c 0 0 0 c 0 0 0 walls and c 13C 3. 1.2 c 0 0 0 c 0 0 0 c 0 0 0 partitions d 01 0.c c 0 0 0 c 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1. 2. 225 382 501 195 331 434 168 235 374 165 290 367 b 0. 0., 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 If 0. 0. 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25. 0. 14 363 0 34 881 0 12 311 c 11 295 0 Note: roan b 0.c O.0 0 0 0 c 0 0 0 c 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 Is ddiisspl. d 0.c 0.c 0 0 0 c 0 0 0 c 0 0 0 forslab a 0.c 0.c 1 0 0 0 c 0 0 0 0 0 0 floors) f 0. 0.c 0 0 0 c 0 0 0 c 0 0 0 12 Infiltration a 23.1 6.5 61 1482 417 32 7411 20B 131 301 85 16 370 1cq 13 Subt Icss+8_+11+12 4461 1837 193D Less external treating Less transfer0 0 0 Heating redistribution 0 10/ 0 0 14 Duct lass 10' V 446 12/1 184 10°/ 193 15 Total loss =13+14 5507 4907 2021 2122 16 Int. gains: People @ 300 3'"" 900 1 300 0 0 0 1200 0 0 0 0 0 0 17 Subhot RSH ga6 7+8+12@+164525 2795 1176 1262 Less extern al oocfing0 0 0 Less transfer 0 0 Coding redistribution 0 0 0 18 Dud gain 10' 452 1CP/ 230 1M, 118 101/ 128 19 Told RSH gairl=(17+18)*PLF 1.01) 4977 1.00 3D75 1.00 1294 1.00 1410 2D Air required (dm) 191 238 170 147 7q*`" 74 Printout certified by ACCA to meet all requirements of Manual. J 7th Ed.. wrrrghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 A E:\Files\MORRISON 2002\1561 NASSAU\nassau.rsr Page 3 3' bath duct to rooF cap x/Fan 4' bath Puct to roof cap- 3' bath to roo x/Fan Must have a ninimun clearance of 4 Inches f z-i t around the air handler per the State Energy code. All duct has an r=6 Insulation value. g nC N4i g OcC o E s RR Yfu J=N zm %UQQ o cUin. (U Noo o o i \ 1n C'i UI Q1 E O 0 Ln O L Ul 00 1O L Ul U O d C5 i 2: Z Rating o fN CO O Z 0 W a H Q o = a COa_ J(n0 CKNIhL IIliL1GJ ItCVY171 f GLJ IIY"I 'I:VIT'flJT1 I -'VI\ f1'L- I I-V LW I IVrc-9V TERMITICIDES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list if they meet the requirements for registration as a pesticide product as required by Chapter 487, F.S., and the registered label contains directions for use on new construction. Inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or implied, of the product by the Department of Agriculture and Consumer Services. EPA Product Brand Name Company Name Active Ingredient Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC DISOOIU.M OCTABORATETETRAHYDRATE 5990r9 _ BIFLEX SFR TERMITICIDE /INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 27.9-3112 BOARD DEFENSE IN-CIDE DISODIUMTECHNOLOGIES, INC. TETRYDRATE OCTA6QRATE 44757-20AH BORA DARE NISUS CORP. DISODIUM TETRAHYDRATE OCTABORATE 64405-1 PRO TERMITICIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-1.VCCHLORPYRIPHOSONCENTRATE CYREN TC SPECIALITY TERMITICIDE I CHEMINOVA CHLOROPYRIFOS 67760-10 INSECTICIDE CONCENTRATE DEMON TC' SYNGENTA CROP PROTECTION, CYPERMETHRIN, 10182-107 INC. DRAGNET SFR FMC CORP. PERMETHRIN 279 3062 TERMITICIDE/INSECTICIDE DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70N7-7-19713 DURSBANTC DOWAGROSCIENCES CHLORPYRIPOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP. SULFLURAMID 279-3196 STATION ; LABYRINTH TERMITE BAIT ENSYSTEX, INC: DIFLUSENZURON 68850-2 MARTIN'S PERMETHRIN SFR CONTROL SOLUTIONS, INC PERMETHRIN 70506-6-53883 TERMITICIDE I INSECTICIDE NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN LG CHEMICAL AMERICA, INC PERMETHRIN 71532-2-73006 TERMITICIDE/INSECTICIDE PERMETHRIN PRO TERMITICIDE-TURF- MICRO FLO COMPANY LLC PERMETHRIN 51036-287 ORNAMENTAL PRELUDE TERMITICIDE/INSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER BAYER CORP IMIDACLOPRID 3125455 SOLUBLE PACKETS file://C:\WINDOWS\Temporary%201nternet%2OFiles\OLK70F3\TERMITICIDES%20REGISTE... 7/23102 a BOR4 - CAS' APPROVALS NE3 REPORT MIX±NG DIRECI-10'NS APPLICATION iDIRt•-:CTIONS r PRESCRIPTION TREATMENT BRAND TC 223 WHITMIRE MICRO-GEN DIFLUBENZURON 499-488 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDElINSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT 11 DOW AGROSCIENCES,. LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 59905-6 SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTAR TERMITICIDEIINSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDEJINSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / INSECTICIDE UNITED PHOSPHORUS, INC PERMETHRIN 70506-6 TERMIDOR 60 VVG TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL SCIENCES USA LP FIPRONIL 432-900 TIM-BOR PROFESSIONAL UNITED STATES BORAX & CHEMICAL COMPANY DISODIUM OCTABORATE TETRAHYDRATE 1624-39 TERMITICIDE TIC ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDE/INSECTICIDE CONCENTRATE AVENTIS ENVIRONMENTAL SCIENCES USA LP CYANO 432-767 VR &R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 Note: This product Is no longer shipped and distributed In the State; however, material In trade channels may be purchased and used according to.label directions. Pesticide Product Brands: 34 Companies: 22 Listupdated: April 1,2002 If you have a question regarding a pesticide (termiticide) that is not listed please complete the product information form and submit. inquiry to Department of Agriculture & Consumer Services.. Termiticide for New Construction Registration Inquiry Form This page has been accessed times since March 4th, 2002 file://C:\WINDOWS\Temporary.%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7123/09' ALI& A PRODUCT OF NISUS CORPORATION 8/03 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI. FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: Disodium Octaborate Tetrahydrate (Na,B4O13. 4H2O): ........ 40.0% INERT INGREDIENTS: ........................................................ 60.0% Density: 11 .51 pounds per gallon EPA Reg. No. 64405-1 EPA Est. 64405-TN-1 U.S. Patent Nos. 5,104,664 5,460,816 5,645,828 6,426,095 KEEP OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply- artificial respiration if indicated. Contact a physician if warranted. If In Eyes: Flush with plenty of water. Get medical attention if irritation persists. if On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY Involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-CARE® solutions carelessly spilled or applied to cropland or growing plants including trees and shrubs may kill or seriously retard plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate water when disposing of equipment washwaters. IDIRECTIONS FOR USE It is a violation of Federal law to use this product in a manner inconsistent with.its labeling. NOTICE Read and understand the entire label before using. Use only according to label directions. Before buying or using this product, read "WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. If terms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. BORA-CARE® should be applied only to bare wood, plywood, particle board and other cellulosic materials where an intact water repellent barrier such as paint, stain, or a sealer is not present. The use of this product in food processing establishments should be confined to time periods when the plant is not in operation. Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or thoroughly cleaned before using. After treatment in food processing plants, thoroughly wash all equipment, benches, shelving, etc. where exposed food will be handled, with an effective cleaning compound and rinse with potable water. When spraying overhead interior areas of homes, apartment buildings, etc., cover or protect all surfaces below the area being sprayed with plastic sheeting or other material which can be disposed of if contamination from dripping occurs. Do not apply in food serving areas while food is exposed. BORA-CARE® is NOT a soil termiticide and should not be used directlytotreatthesoil. STORAGE AND DISPOSAL Do not contaminate water, food or feed by storage or disposal. PESTICIDE STORAGE: Store in a dry place. Do not store where children or animals may gain access. Do not freeze. PESTICIDE DISPOSAL: Do not contaminate water when disposing of equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for recycling or reconditioning, or puncture and dispose of in a sanitary landfill, or incineration, or if allowed by state and local authorities, by burning. If burned, stay out of smoke. CLEANUP: Use soap and water to clean up tools. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CARE® in confined spaces, it is recommended that ventilation or an exhaust system be provided. If this is impractical, the use of a NIOSH approved respirator with an organic -vapor removing cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefixTC-14G), or a NIOSH approved respiratorwith an organic vapor (OV) cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth or absorbed with appropriate materials. (Refer to the SORA-CARE® Material Safety Data Sheet for additional health and safety information.) 100 Nisus Drive, Rockford, TN 37853 MADE IN THE U.S.A. (800).264-0870 Www msuscorp.com 03 iiiiiiiiiiiiiar:. ,Y I. MIXING INSTRUCTIONS II. GENERAL INFORMATION BORA-CARE® is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE® directly in a spray tank can block hoses and nozzles. B.. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CARE® concentrate. Allow.to mix until uniform. Use 1:1 and 2:1 BORA-CARE® solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or in tank overnight. Clean and/or flush equipment and lines with water after use. BORA-CARE® may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other insects. II. DILUTION RATIOS by volume. TABLE A. Dilution Ratios. Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution ratio may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anobiid and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2" thick or greater. Drywood Termites, 5:1 Two (2) applications Powderpost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2" in thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber 2 BORA-CARE® is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides long term protection against. Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerambycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidas Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® can be used on all cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatmenUbarrier termiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE® is applied directly to the wood, it can be used in areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active ingredient in BORA-CARE® is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood atthe time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. IV. REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying .and/or injecting BORA-CARE® solution into beetle holes, termite and carpenter ant galleries and decay pockets. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all infested and susceptible wood, paying particular attention to infested areas. Two (2) coats of BORA- CARE® solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily infested areas waiting at least 20 minutes between applications. In cases where the infestation is not accessible from the surface, small holes may be drilled into the wood in order to gain access to the Infested area. Inject enough diluted solution to completely flood galleries or voids. Adjacent Intact wood may be treated by pressure Injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) Inch Intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. For treating Infested wall voids, refer to Sections IV. E. and F. B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CARE® solution to the point of wetness to all infested and susceptible wood surfaces including sill plates, piers, girders, subfioors, floor joists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE® solution per 200 square feet offloor area (400 square feet of wood surface area). C. Buildings on slabs may be treated by applying BORA-CARE® solution into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the infested area. Drill holes adjacent to the side of each stud every 18-24 inches along its length and inject at least 1/3 fluid ounce of BORA-CARE® solution per hole. Drill at least one hole per stud bay near the floor in order to treat the base plate in each void. Treat entire wall areas as opposed to single stud bays in order to Include the infested area completely within the treatment zone. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two 2) parts waterto one (1) part BORA-CARE® (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface: Fortreating infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10% or less before applying final finish. BORA-CARE® applications may raise the grain of the wood and an additional lighA sanding may be necessary before applying a new finish. Although BORA-CARE® is compatible with most floor coatings, always test a small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: If surface is tacky or residue is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final ]jgjlt sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution into voids and channels in damaged and suspected Infested wood and/or through small holes drilled Into walls and baseboard areas. Holes should be spaced no.more than 24" apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interferewith distribution of the BORA-CARE® solution. If necessary, remove or displace Insulation prior to treatment. F. Foam applications: BORA-CARE® can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CARE® (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill ttte void. Foam will take approximately one (1) hour to return to liquid state and soak into bare wood. Apply foamed BORA-CARE® to void spaces at a 1:20 to 1:30 foam ratio (one [1] gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces in the void space. G. Foam Insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE® (2:1) solution into the infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polyisocyanurate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be injected, as well as surface sprayed, to achieve proper control or prevention of infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members is available.. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARED 1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subfloors. Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all interior and exterior wall studs and wall sheathing material. in attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections VIII and IX for complete exterior application information). 3 VI. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one.(1) gallon water to one (1) gallon BORA-CARE®(1:1) solution to point of wetness in a 24-inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to include all sills, plates, floorjolsts, piers, girders and subfloors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces in order to provide a two (2) foot wide barrier of BORA-CARLO treatment against termite penetration. On wood where access is limited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entire perimeterof the structurewith a24-inch wide bandof BORA-CARE® solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to all base plates and the bottom 24 inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood inplumbing walls and apply to any wood in bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-inch wide barrier of treatment between the soil and the balance of the structure. VI 1. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five. (5) gallons water to one (1) gallon BORA-CARE®(5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist. Wait at least 20 minutes between applications. Vi ll. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an intact water repellent or finish is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA-CARE® solution to heavily infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. For wood in contact with the ground or soil, see Section XI. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It is important to allow BORA-CARE®treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. X. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE® solution to the point of wetness to all interior and exterior wood surfaces. Refer to. application chart for minimum amount of BORA-CARE® to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10" or greater in diameter and rectangular logs larger than 6" x 12". Walt at least one (1) hour between applications. Two (2) coats of BORA-CARE® solution should also be applied to log ends, notches, corners and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply in rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. if inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six 6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat.a small section of treated wood with the finish to be used and check for compatibility prior to complete application. 4 X. DIP TREATING LOGS AND LUMBER XII I. WARRANTY LIMITATIONS AND DISCLAIMER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1) . This will result in a stable solution containing 9% active Ingredient. Bundled wood must be stickered In order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE® treatment to wood in contact with the ground or soil has a limited lifespan and will require periodic reapplication. Protection may be extended with the use.of products such as JECTA®. XII. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may impair or varythe results or effects of the use of this product. In any event, complete prevention of decay or insectinfestation is not guaranteed. Neither the manufacturer nor seller shall be liable In respect to any injury or damage suffered by reason of the use of this product for a purpose not Indicated by the label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if necessary, from the owner, following Investigation by the user. BORA- CARE® and JECTA® are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood 0: 1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of ThicknessBORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Square Feet 1/ 4 1,600 Square Feet 0.6 Gallons 3/ 8 1,067 1.0 1 / 2 800 1.2 3/ 4 533 1.8 1 400 2.6 TABLE C.. Round Logs 1: 1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of DiameterBORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4' NOTE: The numbers listed above are based on an application rate of one (1) gallon of BORA-CARE®. solution to 400 board feet of wood. GUMP 100 Nisus Drive Rockford, TN 37853 800- 264-0870 www. nisuscorp.com National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 ® " Phone', 703/931-2187 Fax: 703/931-6505 INTER(VATtONAL website: www.nateval.org CODE COUNCM. NATIONAL EVALUATION REPORT Report No. NER-617 Copyright © 2001, National Evaluation Service, Inc. Issued October 1, 2001 BORA-CARE® TERMITICIDE, INSECTICIDE AND The instructions within this report govern if there are any conflicts FUNGICIDE between the manufacturer's published installation instructions and this report. NISUS CORPORATION 216 DUNAVANT DRIVE ROCKFORD, TENNESSEE 37853 800-264-0870 n1sus0nisuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARE®Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterranean termites. BORA-CARE kills the termites through ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA CARE utilizes a patented formulation of this mineral salt DOT) and glycols. to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient in the wood member. BORA CARE is water soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published installation instructions and thisreportshallbe'strictly adhered to and a copy ofthese instructions shall be available at all times on the job site during installation. 4.2 Application BORACARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistencyaswater. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordance with local, state, or federal pest control regulations. BORA CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists; headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electricalwiring, and plumbing. 4. 3 Protection from Water Since BORA-CARE is water, soluble, treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically, does not make any warranty, either expressedorimplied, as to any finding or other matter in this report or as to any product covered by this report This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 Paae 2 of 2 Report No. NER-617 5.0 IDENTIFICATION 7.1 This Evaluation Report and the manufacturer's published Installation instructions, when required by the Each container of BORA-CARE® Termiticide, Insecticide and code official, shall be submitted at the time of permit Fungicide covered by this report shall be labeled with the application. manufacturer's nametand or trademark and this National Evaluation Service evaluation report number, NER-617 for field 7.2 BORA-CARE shall be applied by applicators trained by identification. the Nisus Corporation and shall be licensed pest control. operators. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2 Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su.. 7.3 BORA-CARE shall be installed. in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 7.6 7.7 6.4 Test report; January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.6 Test report, January 2001 Progress Report,110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©,. the 1997 Uniform Building CodeTm, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: BORA-CARE was evaluated only forresistance to subterranean termites. BORA- CARE is water soluble and shall be protected as noted in Section 4.3 above. BORA- CARE has not been evaluated as a treatment for resistance to termites on LVL products. This report is subject to re-examination on a periodic basis. For information on the current status of this Evaluation Report, consult the NES Product Evaluation Listing or contact the NES. ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN NINDOW FLANGE & woCD BLrcK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISHBYOTHERS PERIMETER CAULK J BY OTHERS FLANGE TYPE J WINDOW FRAME HEADER EXTFB196 WINDOWHEIGHT FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULKBYOTHERS YYI ONE BY WOOD - C iLiLhL FLCJL1M6 S•J•r• a4lSHIMASREO'D BUCK BY OTHERS SEE NOTES) INSTALLATION ANCHOR 3/1Ti' DLA. TAPCW BUCK W70TH 1/4' SHIM 1 1/4' NIN. EMBEDMENT SHIM AS RED D p p r aT y, w9, tt{, Li42ft\UZ'A.11AL CJRC NA -la: _ C FNERAL A L U f 1J V M SHOINN FLANGE SPAMAX TYPECEI SEE NOTES)A CR 6• ' i 1 i i I i i BDTE: 1) WHERE WATER RESISTANCE TEST RLY3AREMENT OF 15X OF DESIGN LOAD APPLIES. POSITIVE DESIGN Q H I. -LOADS WILL. BE LIMITED TO 4MO PSF DUE TO WATER TEST PRESSURE OF LO PSF ACHIEVED N.1E'SL2) INSTALLATION: FLANGE FRAME WINDOW INCONCRETE OR MASONRY OPENING USE 3/10' INA. TAPCON ANCHORSOFSUFFICIENTLENGTHTOPROVIDE, WN. 1-1/4' EM®EDMENT NTO SUBSTRATE AT LOCATIONS Q SHOWN ON CHART. 3{))) SEE ELEV/A8TIONFOR KEY TO TAPCON LOCATIONS CAULK BETWEEN WINDOW FLANGE A11N TT1E'AfACTOLLY APPLIED NSTALLA71ON M{OLES.TOPRONDE3/<' MIN. EMBEDMENT NTD WOOD BUIX AT 11 PRECAST SILL ULK WLKEN E LEY TI O N PRECASRSRL-• '& ADHESIVE CAULK OR 5) F EXACT 1WHOOW Hg IS NOT LISTED N ANCHOR CART. USE ANCHOR OUAN11T7 US VA W6THNEXT BY OTHERS 'APPROVED EQUAL LARGER Siff, FOR THE APPROPRIATE DESIGN PRESSURE REOD. SECTION 1 VIEWED FROM EXTERIOR GEKEBNT NOTES, 1) SHIM AS REO'D. AT EACH INSTA LANION ANCHOR WITH LOAD BEARING SHIM. MAX - ALLOWABLE SHIM STACK TO BE 7/<•. - I 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 5063: .USE LATD( CAULK BEHIND WINDOW FLANGE AT HEAD 6: JAMBSSILL.MUSE BE fool W.Lrvaabl Rd,• Cp5•P.QBat 61907P•005p1.II 75XI1 ATTACHED TO THE SUBSTRATE WITH VULKEM 115 ADEP& CAULK, G APPROVED MLIAL DI4 12 DEWOMM4) APPUGTIONOFVUIXW11fiADHESNECAULK. AT FRAME S51LISIST COMPLY Wlill SEALANT DRAWINGMUNUFACIURER'SRECOMMENDATION& SERIES 14SNGLE HUNG WANDOW5USE LATEX CAULKFORPERIMETERSEALAROUNDDMROROFWINDOWFLANGE) GLASS THICKNESS WAY VARY PER THE REOUIRE MENIS OF ASIU E130D GLASS CHARITY.otw XTnllm.SINGLE GLAZING 6 SHOWN,INSULATING MASS IS ALSO OUAUF= t .. - BB7) GERERAL ALUMINUMY1440SERIESSINGLEHUNGISSHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIFS. Oy %'d'L DATE m aE.Isw B+ Ew _ 26 01 B GEN-001P PR6PMED or. PMM= MCMII) 0DY CORP. 7i0 INIF MIlO W, PILT. SUITE 25NL WJMO W. RORDA 32746 RIPE 407 005-D]es FAX 407 eD5-m55 CAULK BETWEEN WINDOW FRANE WOOD BUCK'& JAMB 4 CONCRETE MASONRY OPENINGORMASONRYBYOTHERS OPENING I BY OTHERS 4 INSTALLATION d 11/4' WIN.. A1.1.CIHCIAEMBEDMENT QTAPCONSI40NNBPERIMETER' H CAULKOTHERS CAUtJC BETWEEN WOOD BUCK & WINDOW WIDTH MA5Y OPENING T/4' SM BY OTHERS SPACE MAX EXTERIOR CAULK BETWEf1 WIND FLANFINLSHEXTERIOR WOOOBUOE BY OTHERS SECTION. 2 WINDOW WTH.- I A 8 C BUCK D E HEIGHT SILLSTOOL./ K Z BY OTHERS WINDOW ' HGT. F G COMPARATIVE ANALYST ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WIDTH/HDGHT EXDR TOO NTMORHEAD JAM05 SIZE 12 . 19 to X 26 99 TB 7eB 13 14191/9 X 36 3A 10 1/ 4 x 50 &A 59 59 B FA 144-4 19 IA X 54 SA 54 52 9 T4+6191, %SIN u 45 B F.0 16t9 Ila X72 40 FC tH3 25 1 20 1/ 2AX 36 2A Si B FF 1H4 251/2 X 50 1/9 44 42 4442 BB 1H4+425 1/2 X 54 *A 26 X 55 &A 41 41 B FA 1 H4+ 51N5 1/2 26 1/2 X 63 40 B FA 1 6 e 40 F G 3ox3 30 1/ 2 X 25 30 1/2 X 35 3/4 M 5 FA FA 3OX4301/2 X 50 9n 4D 40 8 B Fc3OX4+4301/2 X 54 9n 4400 40 406 F.0 30X4+5301/2 x 55 SA 30 53 40 40 B . 30X5 1/2xZ? 23 X28 37X 36 3A 1 40 40 B6 FF 2424+4 37X50 6A 37 X 54 N 40 40 40 40B 8F,c24+5 25 37 X55 3A 37 X 63 40 40 40 406 B FFF„RHJ6 462637 X72 48 X 4B 13 F,G F.0 463546X353A404094+4 445x 554 4 1AA 404400 9 F•WIJ FA.HAW5X5548 63 400 44009F.G.HJ X40404572 32 1/ex 26 3/8 53 X 45400f5 B 9 iF A 3 4 5500AAA1^ 4 440040 B FAHd 34+4344- 5 y1AX 54 9/6 53 1/9x556A404040 B' FAIV FAIL 35 53toX634040B. F I 36 53 1X7240 0 CAULK BETWEEN WOOD BUCK h MASONRY OPENING BY OTHERS ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN'''"""''' WINDOW FLANGE a WOOD BUCK \ STUCCO BY 07HERS PERIMETER CAULK BY OTHERS GLAZING WINDOWHEIGHT EXTERIOR INSTALLATION ANCHOR 3/16 DU, TAPCON wBUQIorth 14 MAX. SHIM SPACE CONCRETE OR MASONRY OPENING SHIM AS RED'D SEE NOTES) EMBEDMENT BY OTHERS I SHIN AS FLANGE TYPE WINDOW FRAMEWIN 4 WOODSEE40TWEENES) REO JAMB Q BAULKUCKk NAVY OPENING BY OTHERS j GLAZING INSTALLATION ANCHOR 1-1/4- NON. 3/16" DIA TAPCONEMBEDMENT - C 1/1' MAX. I— SHIM. SPACE EXTERIOR ONE BY WOOD BUCK BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS 0 4 BUCKHEIGHT Wi CAULK BETWEEN PERIMETER CAULK WINDOW FLANGE BY OTHERS WOOD BUCK WINDOW WIDTH CONCRETE OR MASONRY OPENING BY OTHERS SECTION 2 3TUCCO BY OTHERS WINDOW WTH. A C d D i.E 2. WINDOW. H HGT. MARBLE SILL STOOL BY OTHERS PRE -CAST SILL CAULK BETWEEN WINDOW FLANGE BY OTHERS @ PRECAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 G ELEVATION VIEWED FROM EXTERIOR. iw• 0%2Z9 .MALE 36 x 46 ' E 40 A,B u.cJ.o 16 X 72 40 46 X 24 40 A.B O.E.F,G46X46s046X6040wz24 72 X 36400 w,8 DEi.0 72 x BO4073 'X TB CENTRAL FLOREDA R.O.A.F. MANUFACTURER NAME: Gee Rpa- ALJm'rlum — NFRAI NOTFS• MASTER FEL 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX• ALLOWABLE SHIM $TK OW K TO BE 1/4•. 2) WINDFRAME MATERIAL: ALUMINUM ALLOY 6063. 3) iSHE SUBSTRATE WIBEHIND HVUKEM11116 ADHESIVEFLANGE THEAD & CAULK ORJAPPROVED EQUAL. - SILL MUST BEATTACHEDTO 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST'COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEXCAULKFORPERIMETERSEALAROUNDEXTERIOROF WINDOW FIANCE. 6) GLASS THICKNESSMAYVARYPERTHEREOUIREMENTSOFASTME1300GLASSCKARTS. 7') WERE WATERRESISTANCETESTREONREMENTOF15ZOFOESIGNLOADAPPLES. POSITIVE DESIGN LOADS WILL BELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OFTO PSF ACNEL'EO IN TEST B)-INSTALLATION: FLANGE FRAMEWINDOWINCONCRETEORMASONRYOPENINGUSE3/16 (xA: TAPCON ANCHORS OF SUFFICRNTLENGTH.TO PROVIDE utm. 1-1/4" EMBEDMENT INTO Si1BSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. MIN. EMBEDMENT wr0 W000 BUCK 10) INSTALL (6 SCREWSOFSUFFICENTLENGTH -TO PROVIDE 3/4" AT ALL OTHER FACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC•:S ARE NOT PRESEIIT. B SCREWS SHOULD BEPLACEDATMAX. 6" FROM CORNERS t MAX. 2i O.0 11) IF £XACI WINDOWSIZEISNOTLISTEDINANCHORCHART. USE ANCHOR MAN"" LASTED WIN NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1450 SERIESPICTUREWINDOWISSHOWN. THIS PRINT ALSO APPLIES TC, IKE 1550 SERIES. IDOL W. Cr bT R6. • C.-M.. TX 75066 • PD: Bo: 67902Z • Da6m. TV 75'. WIAeL O:ESCKVIKW INSTALLATION. C•zTAIL SERIES 1.450/1550 FLANGE PIN 011A.N !Y OWD. !. - XALL BB N/A s... a C0.0A OAii C•GuA6iil eY ECN I - i SHEATHING BY OTHERS B INSTALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR—, FINISH BY OTHERS PERIMETER CAULK BY OTHERS B INSTALATION ANCHOR SCREW SHOWN (TYP.) CAULK BETWEEN FIN - SHIM AS REO'D. @ SHEA71NG (SEE NOTES) 2 X WOOD BY OTHERS I" MIN. FIN TYPEEMBEDMENTWINDOWFRAME CAULY '^ETWEEN SHE$ G & FIN JAMB- BY O._AS 2 x WOOD BY OTHERS WINC Y MIN. SRE (it EMBEDMENT WIDTH/HI 16 % T 16X SHIM AS REM SEE NOTES) SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS FXT RIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.—+-i ANCHOR (TYP.) 0 0 0 0 O 0 SILL STOOL o 2 BY OTHERS 24' O.C. MAX. (TIP.) O O EOUALLY SPACE WINDOW ANCHORS (TYP.) HGT; O o p / O SHIM AS REO'D. O. SEE NOTES) 0 r0 2 X WOOD BY OTHERS J L 6• MAX, (TYP.I TYP.) ECAULK-BTWEEN WINDOW FIN dr ELEVATION EXTERIOR SHEATHING FINISH I' MIN. VIEWED FROM EXTERIORBYOTHERSEMBEDMENT SHEATHmG SECTION 1 BY OTHERS /- FIN TYPE WINDOW - FRAMEFRAME HEADER r'XTERIO FIN TYPE — WINDOWFRAME SILL PERIMETER CAULK BY OTHERS SB SCREWINSTALATION ANCHOR SHOWN GA 3 MANUFA r r : F_ 1). SmW AS REO'0. ADJACENT TO EACH NSTALLATION 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 FIN AT HEAD, SILL @ JAMBS. USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLEGLA2INGISSHOWN. INSULATING CLASS is ALSO OUAUFIED. SIGN LOAD APPLIES, POSITIVE DESIGN6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DELOADSWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. IN IWO BY WOW STUDS USINGT) INSTALLATION: IN FRAME WmDow IND FRAME 0090 IN. DIA NAILS OR % SCREWS aSUFFICIENT LENNGTH TO PROVIDE MIN. 1 EMSE&MENI INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITr LISTED WITH NEXT LARGER SIZE. 9) GENEINSULATINGA GLASS' S 1140 SERIESHUNGSERIES.mGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 19 0 1001 K Crosby Rd. • Eorte!= TE 7M • P.O. Bes 61902Z • Ddlm. tE JS] w.••t pLM]MrKI• ASSEMBLY DRAWINGSERIES1140/1940 TDL SINGLE HUNG VANOOW M•wx Y• CwitO K•Ii IBBN/A 4d0A IMA D•T •WNW 1 11 /05 /01 1 B GEN-00'13 4 r 1' MIN. SHEATHING EMBEDMENT BY OTHERS CAULK BEHIND FIN EXTERIOR FINISMBYOTHERS BYROTOTHERS CAULK FIN TYPE J WINDOW FRAME HEADER GLAZING - SEE NOTES) EXTERIOR FIN TYPE WINDOW ' FRAME SILL PERIMETER CAULK BY OTHERS OTHERS EXTERIOR FINISHBYOTHERS CAULK BEHIND FIN SMEAIHIMG BY OTHERS EMBEDMENT SECTION I WINDOW WIDTH' lip MAN. SHIn SPACE 2 x BY W00D SHIMBYDINERS AS REO'D. I 2 X v00D BY O7MERS FIN TYPE WINDOW - INSTALLATION FRAME JAMBANCHORSCREW I'MIN. 18 SHIM AS REO'D GLAZING EMBEDMENT - SEE NOTES? - IFi' MAx. SMIn SPACE . CXT£RIOR PERIMETER CAULK BY OTTERS AB INSTALLATION ANCHOR SCREW EXTERIORFINISH CAULK BEHIND FIN BY OTHERS T S1 x ®RWA B. ®•F• CENTRALvS1CE II JL• SECTION a SNEAIMING MANUFACTL(R NAME: BY OTHERS 7L_ CErBNER+4L At r mt N. /y WINDOW VIDTM M-AS 1 L' R F WINDOWHEIGHT o 0 0 ? RESISTANCE TEST REOUIREMEMT OF IS7. OF DESIGN LOAD APPLIES. ERE TEST1? WATERPOSITIVEDESIGN LOADS V1LL BE LIMITED TO A0.0 PSF DUE TO WATER o PRESSURE OF 6A PSF ACHICWED IN TEST. 27 INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME ]OPENING E w I- M VMENSTUDSUSINGASSCREWSSUFFICIENTLENGTHTOPROVIDEMINt' ENHEDHffNT - 24• aC. IINTOSUBSTRATEOROD991N D1A- NAILSLISTED1N ANCHOR CHART, USE QUANTITY LISTEDMAX. (7YPJ 37 IF EXACT WINDOW SIZE IS NOT 0 2 WITH NEXT LARGER SIZE. A) SHIM AS RE0'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD HEM111G $HIM0EO(IALLY SPACE ANCHORS (TTPJ MAX. ALLOWABLE SHIN STACK TO BE 1/L'. S7 WINDOW FRAME MATERIAL 'WININUN IN AT HEAD, FIN AT HEAD, SILL L JAMBS. WINDOW WINDOW 6) USE LATEX CAULK BEHIND WINDOWJ) USE LATE'. CAULK FOR PERIMETER SEAL AROUND ExTER10R tg WINDOW FIANCi• ff AST" E1H00 GLASS CHARTS. SILLSILL STOOL B) GLASS THICKNESS MAY VARY PCR REOUIRENENTS b. SINGLE GLAZING IS SH. N. INSULATING GLASS ALSO pHOWN-ETPICTUREWINDOWISSHOWNTHIS PR]HT ALSOOTHERSOO Li 97 GENERAL ALUKINUMS 1100 SERI£SAPPLIESTO1900SERIESPICTURE WINDOV. SHIM AS READ. b' MAX. V YP1 0 0 0 0 0 0 S' MAX. (TYPJ I, MAX SHIN SPACE F1. VATION L AS INSTALLATION VIEWED FROM EXTERIOR psbs, iC75M•P.O. 1. 819022INSTALLATIANCHORSCREW - IWI W. Crosby Rd.•Cor djok 7E a.v7HX: xsdvi)oK 2 x WOOD SERIES 1100/IO900 FINAILPV BY OTHERS a . . CAULK BEIVEEN- WOOD DUCK.L MASONRY OPENING By OTHERS CAULK BETWEEN FLANGE L V130D DUCKBUCK CONCRETE OR MA$OH1RY OPENING _ BY OTHERS i EXTERIOR FINISH BY OTHERS PER CAULK' BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT ONE By WOOD BUCK IT OTHERS 1) SHIM AS REO D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHv. M". ALLOWABLE SHIM STACK TO BE 1/a ; - r INSTALLATION ANCHOR 3/16' DIA: TAPCON 7) WINDOW FRAME MATERML: ALUMINUM ALLOY 6063. I USE LATEX,CAULK BEHIND WINDOW FLANGE AT HEAD. SLLL B JAMBS. a) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW RANGE. FFF— SHIM AS REO'D 5) GLASS THICKNESS MAY vARY PER THE REOULREMENTS OF ASTu EI}00 GLASS CHARTS. SEE NOTES) 6) DESIGN PRESSURE CAPACITY Or WINDOW S INSTALLATION IS LIMITED 7E a0D PSF. 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR NASDNRY OPENING. USEI3/16' DIA. 7APCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROvIDE WIN. I-I/A' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS a MAX. FROM CORNERS L N' O.C. KAX. 1-1/.' MINd BETWEEN B) BUILD DOWN.AROUND CURVED PORTION CIF WINDOW FRAME TO BE ENGINEERED BT OTHERS. FROMEMBEDMENTBUILDDOWNNUS' BE or SUFFICIEN7 STRENGTH 70 ADEOUATELY TRANSFER LOADWINDOWTDTHESTRUCTURE. 9) ELEVATIONS SMOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO UNIT USE OF THIS T I/a. MAx. PRODUCT TO THESE TWOCONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS T SXM SPACE THAT CAN 8E MANUFACTURED FROM THE I430/I35D SERIES DESIGNER Fl(ED WINDOW FRAMING $7STEM. CENTRAL FLORIEU B.O.A.-F. MANUFACTURER Nam: Cr'ENER.4-L, !'L.0 /NVH MASTER Y'YBE# OS SCE IOTED SLICKHEIGHT i SHIM AS REO'D SEE NOTES) FLANGE 7TPE WINDOW FRAME . SILL ONE BY WOOD BUCK BY PERIMETER CAULK OTHERS BY OTHERS 1/4' MAX. SHIM SPACE a aEXTERIORFINISHd GB7OTHERS CAULK BETVEEN WINDOW. 1-1/4' MIN FLANGE L WWD BUCK EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA. TAPCOM BT OTHERS CAULK BETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS SECTION I 1 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR ej n 7 71--ffL f— Blla WPM SHIM SPACE SHIM AS REO'D MIN. SEE NOTES) EMBEDMENT FLANGE TYPE CAULK eETW[EN WINDOW FRAME WOOD BUCK L JAMB NAVY OPENING t1 BY OTHERS C ill. INSTALLATION ANCHOR SEE NOTES) C 3/16' DIA TAPCON ONE BY WOOD PERIMETER CAULK BUCK BY OTHERS BY OTHERS CAULK BETWEEN EXTERIOR FINISH WINDOW FLANGE BY OTHERS WOOD BUCK E ORvIxDOVv10THY OPENINGSECTION2 By OTHERS wl,4DOw WINDOW HEIGHT HEIGHT 2 1 1 2 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR TW I B'. Crosby Rd.. CaNd lm TX 7S006 • P.O. 9- 8190n • DOM$, IX 7S181 pXWING NScTALmINSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550' DESIGNER PICTURE WINDOW I m..N. n c.ao. F. scrt to x uA DATE T^?EVITION 1 DT EC- - 3/20/D2 B I GEN-0025 BUILD DOWN BY OTHERS SINE AIIN'vByCms 1" 1aN F6 INSTALLATO9EMBEDMENTANCHORSCREW (TYP.) cAuuc BEHIND FIN SHIM AS REOD. EXTERIOR FINISH SEE NOTES BY OTHERS PERIMETERCAULK r I/f MAX. SHIM SPA BY OTHERS IN TYPEFRAMEHEADER. I"DESIGN PRESSURE CAPACITY OF WNOOW & INSTALLATION IS 40.0 PSF. 2) INSTALLATIDTI OF FIN FRAME YINOOW IN WOOD FRAME OPENNG WITH TWO BY WOOD STUDS. USINC 0.099 N. OIA NAILS. PLACE .099 NAILS 6" FROM CORNERS MAX. R B- O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW N WOOD FRAME OPENING WITHTWOByWOODSTUDS. USING /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I IN, EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6" MAX. FROM CORNERS Y 2.-CC MAX. BETWEEN. 43 SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOADBEARINGSHIM. MM. ALLOWABLE SHIM STACK TO BE 1/4 S3 WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 63 USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL 6: JAMBS. 7) USE LATEX CAULK FOR PERsnET6R SEAAb AROUND EXTERIOR OF NOOW FLANGE. 83 CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300GLASSCHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BEENGINEEREDBYOTHERS. BUILD' DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE 103 ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TOLIMITUSEOFTHISPRODUCTTOTHESETWOCONFIGURATIONS. THISSHEETAPPLIESTOALLCONFIGURATIONSTHATCANBEMANUFACTURED FROM THE T100/T900 SERIES DESIGNER FIXED PICTURE WINDOW F//R'AMMIII+N7TGL77TrSYSTEMqq 1 (p 7 p y Y 9. r.LS RAIL " FLO'R11DA. B4.0•A.F4 MANUFACITTSR NAME: C2F' ILR2 A 1 (.AA/A//)AA MASTER FILE # WINDOW MOTH I/ 4' MAX. SHIM SPACE TWO BY FRAMING I SHIM AS REO'D. BY OTHERS J1FINTYPEFRAMEJAMBiYINEMBEDMENT SNEATNG BY OTHERS LAZING ( TYP.) GAUIR BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS FX RI(Mt is INSTALLATION ANCHORSCREW (TYP.) WINDOW WIDTH7 PERIMETER CAUCK BY OTHERS SECTION 2 If WINDOW WIDTH . GLAZING ( TYP.) JFXT RIOR WINDOW SEE NOTES HEIGHT 0 O p O O 0 WINDOW WINDOW O. .. /// , O HE HEIGHT J.. 1 O O FIN TYPE FRAME $Rl O TT' O. 0 O 0 O 0 0 1— I/4' MAX. NIM SPACE PERIMETER CAULK BY OTHERS } B NSIALLAnom SHIM AS REoro. _ - 1 ANCHOR SCREW (7YP.) SEE NOTES ELEVATION BY PTH,ERSN'S" VIEWED FROM EXTERIOR 1" YIN. 2 X FRAMING EMBEDMENT BY DINERS CAL^" K BEHIND FIN SHEATHING B, OTHERS - SECTION AIE S-IREWSCN BY O { t O O O I 0 1— ELEVATION VIEWED FROM EXTERIOR A y 1001 11. CIIIILT pA• Ce dit lY 75W6. PD. 90 61902I.Ostlm. T1. 15561 s4 0C5 I FIN INSTALLATION DETAIL DESIGNER SERIES 1100/1900 PICTURE MBNDOW G CAP O3)1002 B GENO:o V CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY 07HERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE It WOOD BUCK CONCRETE ORMASONRYOPENING BY OTHER EXTERIOR fIMSHT/ BY OTHER JIPERIMETERYROTHERCAULKJJ//J FLANGE 7YPE JRHEADERWINDOWFRAME WIN OWHEIGHHTT EXTERIOR' di OW FWaDFRAMESILL PERIMETER CAULK i8YOTHERINSTALLATION ANCHOR BUCK WIDTH { 3/ 16• DIA. TAPCON SHIM AS REM 1/ 4 SHY WINDOW FRAME FLANGE TYPEACAULK SEE NOTES) JAYS Qa 1 1/4' MIN. EMBEDMENT 1 1 t/ 4" SHIM SPACE MAX. WINDOW BUCK HEIGHTWII HI 0 a PRE CAST 4 BT 07HERS CAULK BETWEEN WINDOW FLANGE PRECAST SRl WITH VIAKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT ND ES 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAY, ALLOWABLE SHIM STACK TO BE 1/4' 2) WINDOW %PANE MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WMNODW FLANGE AT MEAD AND JAMBS.SILL MUST BE ATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVEDEOUAL l) APPLICATION OF YULKIM 116 ADHESIVE CAULK DR SCNEE-MOREHEAD 8500 ADHESIVE CAULK ATFRAMESILL. MUST COMPLY VAIN SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHART SINGLE CLASS IS SHOWM, INSULATING GLASS IS ALSO OUAUFIED, 7). GENERAL ALUMINUM'S 1400 SERIES MODIFIED SUDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SUDER INSULATING CLASS 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE 3/1V NA TAPCON ANCHOR OF SUFFICIENT LENGTH TD PROVDE KN,I-1/I EMBEDMENT MID SUBSTRATE ATLOCATIONSHOWNONCHART. 9) SEE ELEVATIONS FOR KEY 70 TAPCON LOCATIONS. 10) INSTALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MN. EMBEDMENT N70 WOOD BUCK AT ALL FACTORYAPPLIEDINSTALLATIONHOLESWHERETAPCONSAREREDD, 11) F ExAtT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED MIN NEXT LARGER S12F. EXTERIOR CAULK BETWEEN WINDOW FLANGE WOO(' BUCK SECTION 2 ONE 8Y WOOD BUCK BY DINER 1 EMBEDMENTt//4' MN. F( S-EES REOD. OTES) bCRETE OR MASONRYOPENINGBY OTHER INSTALLATION ANCYNOR 3/ 16' DIA. TAPCON a CAULK BETWEEN WOOD BUCK & MASONRY OPENING B7 OTHERS . EXTERIOR FINISHBYOTHERELEVATION wEWCD FROM EXTERIOR_ CENTRAL FLORMA B• ®.A. FI MANUFACTURER _ NAME: 1, / IZ V Zr MASTER FR.E # Jr 111n r, CN4M • rMASO NRYBMIe. Ia 7wINSTALLATION DW/ ONE BY BUICKSERIES 1480 MIALSLIDERONDOWBBI- o• Yc D..Wc NAMc IKWvoH a 5/20/ 02 I GEN10027, Amuc1 ttunoF• Nxi••. m.rtW.•Nrr ... Wart ra .4•I••IW nlwlu nr.4 •-o-4 1•WN 4o,-oxa I.A 1•WT/ eCYNUN 1 SHEATHING CAULK BETWEEN FIN SKATING X FRAMING BY OTHERS BY OTHER ULK BETWEEN I 7 UINI'/ 8 1/4' MAX'EATHING FIN SCREW INSTALATION ANCHOR (TYP:) EMBEDMENT SHIu .A REffD SHIM SPACE SEE NOTES) OTHERSm2XFRAMING EXIGRICR FINISH BY OTHERS EY OTHERS FIN TYPE MAX. WINDOW FRAME1/4• MENT PERIMETER CAULK SHIM SPACE JAMBr BY OTHER I r 8 SCREW IN$T'ALATION FIN T1=E ANCHOR (TYP.} Vf..NOC•'0 SHIM AS REOT) FRAME HEADER SEE NOTES) WINDOW WIDTH7TERIOR FINISH OTHERS WINDOW XT RI EIMAULK HEIGHT BY OTHERS XTERIC,R FIN TYPE - SECTION 2 '_MAX TYP RMADLIEWSILL EOU ALLY SPACE 6" MAX. (TYP) ANCHORS (TYP. SILL STOOL BY OTHER PERIMETER CAULK L 1/4- MAX. BY OTHER SHIM SPACE SHIM AS REO*D 68 SCREW (SEE NOTES) WINDOWwuIGHT \ sianoNANCHOR ( TYP.) HE 2XFRAMING \ Br OTHERS \ EzTEICOR FINIS` ' BY G'iERS CAULK BETWEEN WINDOW FIN & SHEA' i64G SHEATHNG 3Y VHER I- MIN. _ EMBEDMENT . I SECTION1ANCHOR (TYP.} Rt_ NOTES: 24- O.C. 1) SF'! AS REO D. ADJACENT TO EACH INSTALLATIOx ANCHOR WITH LOAD MAX&TYP)l r BE - RING SHIM MAX. ALLOWABLE SHIM STACV TO BE 1/4•. 2) W:.JOW FRAME MATERIAL ALLOY 6063 WINDOW WDHT 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) USE LATEX CAULK, FOR PERIMETER SEAL ARC'JNDEXTERIOR OF WINDOW FF, AME. IIELEVATION "•. S) G_.L>SS THICKNESS MAY VARY PER THE REOUI-EMEVTS OF ASTM E1300 _ SI'E GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. " )•" ' ti 6) DR> MNG APPLrS TO INSTALLATION OF FIN FRAME M.OY/ IN WOOD FRAME OPENING VIEWED FROM EXTERIOR•."•••• .•TF W-- TWOBYWOODSTUDSUSINGMINDIAMx,_S C_46 SCREWS OF SUFFIOENT LE`•;'HTOPP.CVDE MIN. I' EMBEDMENT INTO SUESTRA ' T) IF ?< ACT WINO]W 4ZE IS NOT LISTED IN CHART, -;SEAACHOR QUANTITY USTm WITH NE: LARGER SZE. '. . B) TF:-' ES O 7U _ 199 INS SERIES LASS NTal ..L S SHOWN, THIS PRINT ALSO AF=.ESi0Tr_ 1960 INSULATING 0.A55 HOR120rITAlSvOER SERIES 03-ZaoT, COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART VANDOW SIZE DESIGN PRESSURE 8 SCREWS REOD. 1.099 NAILS RED . INCHES CAPACITY IN PSF - IN FRAME I IN -FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB & SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24. x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 .2 4 . 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 _ 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 15 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 50 x 48. 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 1 5 UNT$$AL FLiUY3WAb k5-U-i—Jv- MANUFACrURER NAOXIE: MASTER S SCR )C iLY E # 7Y yyY ft% TA D.TL DIw MUMSFJI 03/11/ 02 GEN-I i m....... o, r.m. »a•S •-a[ lw>1 >m-cve r•. i•n; I r GEN-U45; GA l MULLfON II 1 DIE NO. 1445 INSTALLATION I I I I MULLION I II 1 ANCHOR ANCHOR II I MULLION ei TYP.) BRACKET I ANCHOR J+, INSTALLATION BRACKET - CENT FLORIDA ANCHOR 1VUA,MA CTU N , o ( TYP.) WINDOW FRAME JAMB TYP.) Fux } 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 SECTION A -A u EXTERIOR 711. ELEVATION a a o o -a-- v •- 1-7/8" SECTION B- B i SEE NOTES 2 & #3 NOTES: 1) MU W OEN I USEDL TO IMULLL SNIGLE HUNG AOND ORLUMIPICTURE BWIWINDOWS SIDEIEBY 1445, SIDE. 2) IN MASONRY CONSTRUCTION, OFTTACHSUFFIC ENT MULLION THTOTO ACHIEVEE N1/4" 3 IN., DIA. CONCRETE SCREW ANCHOREMBEDMENTINTOCONCRETEOR MASONRY. 3) IN WOOD FRAME O THRTOTIOCHIEVEATTACH 3 8L ON EOMBEDMENTAINTOUSING WOODIOSCREWS OF SUFFICIENT FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON. TEXAS is DICE: FIN VERTICAL MULLION INSTALLATION DETAIL DIEN0. 1445 7 a ALUMINUM TUBE MULLION, AREA - - - - ORN: JS FMAIL: RW: - - _ OATE:3/17/02 DWG NO. GEN-0452 WTFT: SCALE: HALF PREPARED By -.PRODUCT TECHNOLOGY CORP., 250 iNTERNATIONAL PKWT, NEAT}IROw, FLORIOA ]2748PHONE 4G7-BOS-038S FAX 407-BOS-OS88 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULLSPAN> WDW. HGT. V 53. 000 61.000 74.000 96.000 106.250 26. 000 222 153 92 38 26 38. 375 198 135 80. 34 23 126 74 31 21 125 72 30 21 N72. 0000189 125 72 30 20 124 124 70 70 29 28 20 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 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 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12- Jan-2002 01- 1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 1609 1497, 1497 1497 1497 1497 26.000 38.375 622 515 486 466 465 405 331 262 241 219 203 203 50.625 220 200 180 164 162 54.625 55.625 63.000 279 268 204 211 192 172 156 153 158 143 127 112 108 11.7 106 92 79 76 72.000 153 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH. AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS "CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCA770M ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03W I FAX 407 805-03W CA020122 FEB.19; 2002 . 02-0217 . GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES wDW. WTIHWDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLJCA17ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03W I FAX 407 805-0366 CA020123 FEB. 19, 2002 03-0217 I MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) SECTION STALLATION VCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 A -A A B A I II I II I II I II I II I II I MULLION ANCHOR BRACKET . 0 a o v SUBSTRATE M JLLI ON D;E N0, 1446 INSTALLATION ANCHOR TYP.) v ; ° SEE NOTES 2 & #3 I a o H•- 1- 7 / 8 --, -- SECTION B-B L.y t • - MAIN UFECigRER NAME 0 1`" ; • 1 J EXTERIOR ELEVATION ' rE,._ A4LyMrAjulw MASTER FILE # 5 o3 Tr y. NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. GEN ER A ALIJ M I N U M FO HUNG ANDORPICTUREWINDOWSSIDEBYRP . 1446, WHEN USED TO MULL SINGLE . SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" fly VERTICAL MULLION IN'TALLATION DETAIL DIA. CONCRETE SCREWANCHOROFSUFFICIENTLTH. TO ACHIEVE 1-1 4" MIN. TITLE: EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA• ---- DRN: JS APRw: --3/17/C= SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3%8" MIN. EMBEDMENT INTO WOOD °wc NO: FRAMING.WT/FT: . ---- SCALE: HALF µAn: ---- GE", PREPARED BY: -805- OS6S FAX 4C7-8G5-OS?i PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEAMROW. FLORIDA 32746 ?NONE 407 CENTRAL $ LllSi43 A B. 0• A.F. DOOR WIDTH /a' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'D'D INSTALLATION ANC:LR TWO BY WOOD ' t8 SCREW REE•NOTEb :8 SCREW !rl/B HIM BY OTHERS tWO 8r WOOD SHEATHING Iwo IT OTHERS IT OTHERS CAULK BETWEEN - - DOOP. FLANGE TWO BY WOOD SLIDING GLASS L SHEATHING BY OTHERS DO 'TAR FRq CAULK TrNHOW0['JC STiIP CRIP6 JAMB _ SHEATHING SL[O1NG GLASS DOOR I HOOK STRIP SHIM AS REO'D. 1/4' MAX. (SEE ROTES) SHIM SPACE INSTALLATION ANCHOR L I-1/8- HIM. p R8 SCREW EMBEDMENT 1-1/8' HIM. EMBEDMENT ZTGLASS CAULK.BETWEEK . STUCCO ( TYPa DOOR FLANGE OR SIDING i SHEATHING BY OTHERS SLIDING GLASS . DOOR FRAME SHEATHING PERIMETER HEAD - BY OTHERS CAULK By OTHERSSHEATHING PERIMETER - BY OTHERS CAULK BY TEMPERED GLASS OTHERS STUCCO (TYPE STUCCO DR SIDING TEMPE. RE OR SIDING BY OTHERS GLASS ( TYPJ BY OTHERS SLIDING GLASS DOOR I -.-. . a .- •. x + INTERLOCK Yr fi. DOOR 7;;, t a "EIGHT SECTION B-B HQQK STRIP DETAIL C. o fDT4 yDER_ .. a Ht'- ' a 1L91L• - _ I 3) f DOOR NAtCRt•L, KNIDAM ALLOT L ' . n88INSTALLATIONSCREWSMSTREOf SUrrICtENT LENGTH 70 ACHIEVE MIN EneEDNEHNT Ort-1/8' INTO VODD TAPCDN TYPE INSTALLATION AKNmRS AT SILL HUST BE OOKRETL SurrICIENTLENGTHToACIEVERKIALAMEOCDMCNTHISSNorELTVA- INTO NASOPR ov/ h INTi ALLATIpN AANCIQR SILIWHIZEDACRYLICCAULK — P GGERIMET rLAKL AT HEAD L EWOR S) USE SIItCCNIZLD ACRRIC CAULR E? P[RINETEP _ART A USENGR OOR Or D<70a• . IPERACTDWRSIZEISNOTLISTCDINANCNOI _ART. REQ AHCMOR pUAe`TITT LISTED VflH H[XT SLIDING GLASS / LARGER SIZE. rol THE RUSE C O EDESIGN PRLTTNRS RED'4 7) LARGER POCKETppON SACS USE CLOSEST BYPASS DOOR SIZE L COKIGURATION TO FINISHED VEHING DOOR _ FRAME N B B PLACE INSTALLATION ANCWIS. IN FRONT Or NOOK STRIP AS SNOWTL SILL Bf GLASS THICKNESS NMT vAAT PER IKD RREHEMTS Or ASTN C13M GLASS CHARTS. HDOORWITliAPPROvC0USING7E%!R GLASS IN SINGLE GLAZED OR INSULAi1NG GLASS - IDIJWB / IT 1 CORNERS ARE TO BE SEALED vt,N A SNALL JOINT SEAN SEALE0. D I 11> SNW AT RLD'O AT LA ¢T O' INS:ALLATIDN ANCHOtf. NAa. ALLWAPLETERIj. ALSTACKTO RE VA•. 12) ALL IMTALLATDTN AAKMDRS RUST RC MADE O COOt0S E. RES{STANT HA A Ip VMCRE 'K' REPRESENTS HOVING PANEL AND 'tr RCPRESENTS fIxED PAA41 APPRGHIEO ASLISTEDO. ANCHOR CHART OR (LACK 7 THIS SHCET. INSTALLATION C9i{CARATICNS ARE rt• { q NOT ALL CZW GIIRATICNS LISTED A10 E ARf S)OVN ON iNtS pagvl-G. NAVE E X T E R I R ELEVATION SECTIONS .A -A'. '8 L HOOK STRIP •DETAIL APPLY TO R TTALLA7IOA IA L APPROVED EMBEDMENT COWIGNRATIOIS. SERIES SLIDING GLASS DO"' IS SK"'K THIS PRINT. ALSO APP'-E' STO A 1-1/4' HIM. DOOR SHOWN _ 1}) rLDRZORD OAEKTRUDERS 1N D 2PANELSERMSANDSDDSERIES. RUDERS RED) DESCRIPTION DATE 1NI EXT FLOPIDAIN.T. LIBERaLLT APPLY INC. SpNFo2B FL. CAULKING ENDER SILL lN$TALLA7I„N ANC:OR DRSE, SILL. IN BED TITLE: SLIDING GLASS DOOR OF C NC4ETE 3/16' DIA. TAPCON INS I ALLA ION VI I_ H e8 SCREWS SECTION A. -A DRAWN BY: 58 APPP.04'EDBY: C Ft12002I , 1 ATE: iz i1Gi 15- YI • - D G y LEc6c... N LT 1 I n8 SCREW INSTALLATION ANCHOR. .CHART MINA: AND QUANTITIES IN HEAD 5 SILL QUANTITIES IN EA. JAMB IOUANTITIES IN EA. HOOK STRIP SIZE DOOR SIZE uP TO 6 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO 70 PSF UP TD 45 PSF 46 PSF iO 60 PSF 70 PSF 61 PSFTONFIGUF4045PSFIEOPSF70PSF45PSF60PSF a a 8 xx. Ox, x0 48 x 80 6 6 6 8 88. 8 8 8 4 48XX. Ox. x0 60 X 80 6 6 6 8 8 8 4 q q 6068 XX. Ox, XO 72 X 80 8 8 8 8 E 8 4 4 a 8068 Xx, x. xd 96 X 80 10 10 10 8 8 8 4 q 4 10068 XX. OX XO 120 X 80 6 6 0 10 10 5 • 5 5. - 5080 XX. Ox. XO 60 x 96' 6 8 10 TO 10 5 5 5 6080 Xx, OX, XO 72. X 96 8 10 10 10 10 5 5 5 BOBO XX, OX, XO 96 X 96 10 tIO 10 10 10' 5 5 5 0080 XX OX XOI 120 X 96 ' 6 6 12 12 12 6 6 6 50100 XX, OX, x0 60 X 120 6 8 8 12 12 12 6 6 7 60100 xx, OX, xd I 72 X 120 12 12 12 6 7 8 0 xx x x 96 x t20 1 12 12 8 8 8 q a 4 9068 XO 109 1/8 X 80 12• 8 8 8 4 4 4 12068 Ox0 145 1/8 X 80 14. 14I la 88 815068OXO1811/8 X 80 16-:. 16 16 10 10 9080 OX0 109 1/8 x 96 12 12 12 10 10 10 5 5. 5 12080 0x0 lay 1/8 X .96 X. 14 la 14 10 10 10 5 5 5 15080 OXO 18l 1/8 96 12 12 12 5 7 8 90100 OXO 109 l/8 X 120 12 12 12 12 12 121 5 77 8 120100 OXO 145 1/8 X 120 4 4' 4 8 8 4 4 9068 xxx 106 5/8 X 80 12' 12 12 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 a 8 4 q a 15068 XXX 178 5/8 X BO 10 10 10 5 5 5 9080 xxx 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX lag 5/8 x 96 14 14 la IO 10 10 5 5' S 15080 xxx 178 5/8 x 96 16 16 12 12 i 6 7 8 90100 xXX 106 5/8 X 120. 12 12 12 d 12 12 t 12 I 6 7 8 xxx 142 5/8 x 120 a a 88 8.. 8 4 4 4 10066 OXXO.' 119 5/8 x 80 12 12 12 8 8 4 4 4 12068 dXXp 143 5/8 X 80 14 14 14 I 8 8 8 4 4 4 1606E OXXO • 191 5/8 x 80 t8 LE I8 I xx x b 12 12 12 l0 10 10 10 I 5 5 5 I2080 OxXO 143 5/8 X 96 14 la la 10 10 10 5 5 5 16080 OxXO 191. 5/8 x 96 18 IB 18 IF 12 1 b 4 8 100100 OxxG 119 /8 X 1 0 12 12 12 12 12 12 6 7 8 t2o100 xx0 143 5/8 X 120 14I laI is h I 12 12 5 J{ 7 8 160t00 OXXp 19l 5/8 X 120 18 lE 1S. 4 I XxXX 4 X b 12 12 l2 la I "+, j 8 4 qI 4 12068 XXXX I. 141 1/4 X 80 I 14 I !4 8 8 8 4 4 4 1606E XXXX 189 1/4 x 80 I 16 16 I 1 T0080 xxxx lli 1/a x b 12 l2' I2 10 I I i0 I 5 5 5 12D80 XXXX al l/a X S6 I I4 to la I 10 10 0 5 5 160@0 XX 189 1/4 x 96 16 16 6 Y2 12 12 5 7 E i00100 xXXX 117 1/4 X 120 12 I t2 t2 12 I 5 7 8 120100 XXXX 141 1/a X 120 14I 14 14I I IP c 7 160100 XXXX 189 114 X !20 i6 1` 6 19 ANCHOR NUES: iy. Snn.: o-_NIN Y/Tu'O 3'! c^ c ANC-F. VL=_ 3u..< Jam_ AME N":T: -' v FLORIDA EXTRUDERS INTT. . IN. SANt OP.D. 'FL. c SLIDING GLASS DCGR INSTALLATION VjT- e SCKa CREWS CIvI'FL X LC7 NT. CONCFiE iE OR SHIN AS P•E'C•D 1.4aSONRr OPENING (SEE NOTES) BY C- .._Rs CAULK-RE7WEEN DOOR CLLIGE S. WOOD BUCK CAULK BETWEEN PER1N_TER -v00D EUCIc L CAULY. Br_ HAS'1, OPEING DINERS Br Or..ERS N STUCCO - ar eT,wRs o a '- p I INSTALLATION ANCHOR RB SCREW (TYP. WHERE TAPCONS ARE NOT REO'DJ SLIDING GLASS DOOR FRAM SILL 7 INSTALLATION ANCHOR 3/16' Di A. TAPCON INSTALLATION ANCHOR R8 SCREW (irF. WHERE ONE BY WOOD iAPCONS ARE HOT REC-D.) BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT SLIDING GLA$$ DOOR FRAME JAMB4• MAX. D.- ` SHIM SPACE 1 1 I SLIDINJGILASS DOOR FRAkL HEAD TEMPERED GLASS (TYPJ ' DOUR HEIGHT D EMBEDMENT A 1-1/4' M1tL D LIBERALLI APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/)6' DIAL TAPCON SECTION A —A a L TEMPERED GLASS TYPJ PERIMETER CAULK BY OTHERS f— S.G.D. VIDTH IF 1/4• MAX, SKIM SPACE 1 1/4• MIN. EMBEDMENT Ic I ONE BY WOOD I BUCK BY OTHERS CAULK BETVEEN Q WOOD BUCK L NAVY. OPENING BY OTHERS SHIM, AS REO'D. SEE NOTES) 4 INSTALLATION ANCHOR3/16' DIA. IAPCON G CAULK BETVEEN DOOR FLANGE t VOOD BUCK CONCRETE OR MASONRY DPENING BY OTHERS CONCRETE DR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR CAULK BE EEN 3/16' DIA. TAPCON vpOD BUCKK L MASS. OPENING BY OTHERS Q CAULK BETWEEN SLIDING GLASS DOOR KE313K STRIP D BUCK L HOOK STRIP Q 1-1/4• MIN EMBEDMENT Q Q I NC BB OTHERSODD — BUCK B7 OTHERS STUCCO BY OTHERS L;tXl AUA 0 B•Q•A.FATEMPCRED GLASS ` TYP I JSECTIONBfy—T, ACT1URERSLIDING GLASS DOOR INTERLOCK MASTER FILE # HOOK STRIP DETAIL. A- 1 I1 ODOR NATCRIAL. ALININw AI,J.DY 6 61 2> TAPCf1W 7YPC INSTALLATmN AkCNORS MUST K OF SUfFIC1CW LENGTH TO ACHIEVE MiH CMBCDW¢N7 OF1-1/4• INTO MASOMRT OR CONCRETE. flALTCRNATEIAPCDNINSIALLATIONANCHORSFRONT TD BACK IN ALL FRAME MEMBERS. IAPCOMANCHORCHARTONBACKDFTHISSHE" USESILICDWZCDACRYLICCAULKBEHINDDORMFLAKE AT MAD t JAnti WUSCSILICONIZEDACRYLICCAULKFORtCRINCTERSEALAROUNDEXIERICOF DOdC T) IF CXACI DOOR SIZE IS HOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NCXT FORGER SIZE. FOR SIZES APSECLOSEST DESIGHPRCSSURE RCPL B) FOR POCKET DER SIZCS USE CLOSCT7 BYPASS DOOR SIZE L CONFIGURATION 70'FIWSMD.pPEN1NG. PL• CE 7A CONS. IN FRONT 7 N R REQUIREMENTSAST)OVHF GLASSTWCKNESSMATWARSPERRCOUIREMEMTSOFASTME1ED0 GLASS CHARTS 10) ALL FACTMt APPLI[D H0.CSMDT DESIGNATED FOR TA CON AMCHOR SHDJLD BE FILLED WITH PR SCRCVS B B Or' TUFFICICNI LENGTH TG PROWIDE MiN 5/B' [nBCpMNT IHTO WOOD tU[K U) DOOR wiT IS AP ROVED USING TEMPERED GLASS IN SINGLE GLAZCD OR INSULATINC GLASS 1.a, JAMB / SILL CORNERS ARE TO tC SEALCD VITH A SMALL JOIN SEAM SEALCR IElSHIMATRCD'0. AT EA. SET OF INSIALLATIDN ANCNDlt NAI ALLOWABLE SHIM STAC. YO BE I,, luALLINSTALL•TIw ANCHORS MUST BC MADE ANDIN' CORROSION RE::TI ANTMATERIALS. l5) CWHERE .DKIWRA7IDNTEARE T SNLOISTCD OM ANCHOR [NAR7 PON BACK OFK7HIS SHELCMPROVCD A5If) NOT ALL COWIGRAt IONS LISTCD ABOVE ARC SHOWN ON THIS DRAWING. HDVEVER INSTALLATION EXTERIOR ELEVATION SECTIONS ••-A'• •2-t' L HOOK STRIP DETAD. APPLY t0 INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN 17) COW vE T IN CACHE PAIR OF FAOlow, APPLIED INSTALLA110N NO CS uHt.ESi Warm OTHERWISEENANCHORCHART. SEE BACK OF THIS SWEET. IB) FLORIDA EXTRUDERS TOM SERIES SLIDING GLASS DOER 1S SHOWN. THIS PRINT ALSO AppLICi TO 2= SERIES AHD 500 SERIES. PIESCRIPTION DATEglNl P I D A. INT RINCRS $ANFOP. D y TIT LE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DPAINN BY. B9 APPROVED BY: in TAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD a SILL OUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO PSF UP TO 45 PSF 46 PSF TO 60 PSF 6! PSF TO 70 PSF SIZE AND SIZE CONFIGURATION 45 PSF 60 PSF 70 PSF ' 45 PSF 60 PSF 70 4068 xx, OX, XO 48 X 80 3 3 3 a 4 4 3 3 3 4 4 4 5068 XX. OX. XO 60 X 80 3 3 3 4 a 4 4 3 4 5. 6068 XX, Ox. XO 72 X 80 4 4 4 4 4 4 3• 4 5 8068 xX, Ox. X 96 X BO 5 5 5 4' 4 410068xxOxXO120X8067 (.) 4 5 4 5 I 4 5 6 5090 xx, Ox, x05080QOx.X' 60 X 96 3," 3 3 5 5 1 5 5 a 5 6 XX, XQ• 72 X 96 4 4 4 5 5 5 4 6 6 8080 XX, X, X0 96 X 96 5 5 5 5 5 5 4 6 6 0080 ?% Ox X 120 X 96 6 A 7 6 6 6 5 6 7 5a100 xx, Ox, XO 60 x 120 3 3 3 6 6 6 7 8 60100 XX, X. XO 72 X 120 4 4 4 6 6 6 7 (DI) 6 0 xX. X x 96 X 120 5 4 4 4 3 4 9 9068 OXO 109 1/8 X 80 5 5 6 4 3 4 5 12068 x0 145 i/8 X 80 7 17 9 CO2) 4 4 15068 OX 18l 1/8 X BO 8 Co> 4 4. 4 5 4 6 6 9060 XO 12080 0XO 109 1/8 X 96 145 1/8 X 96 7 8 (D17 9' Ste) " '= :K5i4= 15 4 6 6 15080 Ox0 901D0 OX 181 1/8 x 96 109 1/8 X 120 8 5 5 6_;.L 5 5 F9t"' 5 D1) 6 8 10 10 120100 OX 145 1/8 X 120 7 6 6 7 (Di) 4 6 3 8 4 5 9, 10 XXX 106 5/8 X 80 5:r-,-.. 4 4 '" 3 4 5 12068 XxX 142 5/8 X 80 7 7 8 (D1) 4 : 4 3 a 5 150 8 xxx 178 5/8 X 80 8 in 4 5 5 4 5 4 6 6 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96. 7 g (Di) 9 (02 5 4 6 6 15080 xxx 178 5/8 X 96 8 O 5 5 6IPOICO810 90100 xxx 106 / X 120 5 6 6 b 6. 1 6 j 17 6 I 8 I 10 xx 142 5/8 X 120 7 nP c 3 4 5. 10068 OXX 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4I 5 1206E OXX 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 4 5 16068 OXXO 191 5/8 X 80 9 t0 (DU 12 (D3) 4 4 4 4 b b l d XXU 7/tl X 7b b" 6 7 (D1) 5 5 7 I 5 4 I 6 I 6, 12080 OXXO 143 5/8 X 96 7 8 (DI) 9 (D2> 5 6 6 160e0 xx0 191 5/8 X 96 9 n) 1A C ) 5 5 I C 6I 8I 10I93((D4) I (D7> 6 6 7 (Dl) 6 B 10 160100 OxxO 191 5/8 x 120 10 (DI) 16 4 10 XXXX 4. X 6 4 4 4 4 4 14 i 3 I 4 5 12068 XXXX I 141 1/4 X 80 7 17 8 (D'I) 4 3 4 5 16068 XXXX 189 1/4 X 80 9 (DI) 10 CD2> 12 (D4) 4 4 10080 XXXX it 1/a x. b 6 7 cDl) SI 4I 6I 6. j B(D1Q) S'CD25) I 9 I S16080Xxxx1891/a X 96 9 (DI) 5 CD1) 6 8 0 100100 xxxx ill I/a x 120 6 7 CDI) 6 6 7 (DI) I 6 I E 10 IP0100 xxxx 1141 1/4 X 120 20 7 8 (DI). I 10 (D3) 6 I 6 7 (nl) p9 F 10 160100 XXXX 189 1/4 X io CD'c) 1 (n57 15 (7) I IUI 1 y F E a ,1n FC 2, ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THP.0 'D7' DESIGNATES IN WHICH SIZE b CONFIGUP.EATIONS TWO TAPCONS ARE REO'D. 2) IN MEANS. ALL TWO TAPCONS INSTALLATION 3) -D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) -D3' MEANS, INSTALL TWO TAPCONSINTHREESETSOFINSTALLATIONHOLES. 5) OCONS IN URMINSTALL SETS OF ] STALLATIONPHOLES. 6) - D5- MEANS, INSTALL TWO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) ' 1)6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS INSEVENSETSOFINSTALLATIONHOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD6SILLSHOULDBEPRIORITIZEDAS FOLLOWS: A. FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD 11' StLL. B: SECONDLY, AT EACH END OF HEAD LSILLNEAP. JAMB CORNER, IF NEEDED. C. LOCATIONS IN HEAD b-SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION SI SHOULD BEPRIORITIZEDONAL NIN AS FOLLOWS, A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, ATEACHEND OF JAMBS NEAR HEAD bSILLCORNERS. C: LOCATIONS 1N JAMBS OTHER THAN AS LISTED IN A L B. r R 11 A INT. Rl CRS SLIDING G'_ASS DOOR TAPCON GLASS CHART CIVIL =` vL+. r. L _ • •_ aE L SANrFORD. FL. N. T.S. °' c' a p FLANGE GENERAL ALUMINUM CORPORATION VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1446 37.000 48.000 53.125 19.125 26.500 30.500 WOWyam{• > WDW. HGT. V 26. 000 758 705 705 705 705 705 38. 375 293 243 229 220 219 219 50. 625 138 109 101 91 85 85 54. 625 108 85 78 70 63 6-255. 625 102 80 73 65 59 58 43 37 36 63. 000 69 53 48 27. 23 22 72. 000 45 31 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020035 SUITE 250 JAN: 11, 02 HEATHROW. FLORIDA 32746 01-1201 PHONE 407 805-MS / FAX 407 806-0366 r S AA. •, 44( rq GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24,000 1009 897 697 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37L 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-0365 / FAX 407 805-0366 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) INSTALLATION ANCHOR TYP.) SEE NOTES —1 2.& #3 IV G 0 8 SELF TAPPING SMS (TYP.) MULLION ° ANCHOR BRACKET. c v MULLION DIE NO, 1447 ACTT .ER NAME: MULLION DIE NO. 1447 ° WINDOW L TER FILE 6FRAMEHEAD TYP.) SECTION B I B DWG NO, UEN-0453 INSTALLATION ANCHOR TY!P.) SUBST RATE v SECTION A — A 1oT MULLION INSTALLATION DETAILS APPLY T ALUMINUM TUBE MULLION, DIE N0. 1447, D no PICTURE WINDOWS -HEAD TO SILL. EXTERIOR WHEN USED TO MULL SINGLE HUNG DIA. AN 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' 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 3 OF .SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT. INTO WOOD FRAMING. 4> MULLION ATTACHMENT 'IN SECTION B-B IS TYP. AT .IAMBS. GENERAL ALUMINUM CORP-- CARROLLTON, TEXAS 44 t:., .. . TITLE FIN HORIZ NAL MULLION INSTALLATION DETAIL F t 1 "", ALUMINUM TUBE MULLION, DIE NO. _1447 o . DRro BB APRVDr __-- DATE, 3/17/02 E N ,. o J.• L c Y MATLf -- DWG N0+ E ` , ' °T VT/FTf SCALE HALF -- GEN-0453 r. pRDr:,•-.:• OLICT TECHNOLOGY CORP.. 230 INTERNATIONAL pKVY.. MEATHROv. FLORIDA 32716 PNONE 40I-805-0365 FAX 407-gp3-0366 R4 Tk it GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WOW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -r 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 & APPLICAT70N ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12,Jar-2002 01-1201 DING ri4:. 04z)0 STALLATION JCHOR YP.) 8 SELF TAPPING SMS (TYP.) N, UL LI111 DIE NO.. 1448 SECTION A -A MULLION ANCHOR BRACKET MULLIC ANCHC BRACK[ WINDOW FRAME JAMB TYP.) rr— MULLION 11 1 DIE .NO. 1 448 II II i II I II I II INSTALLATION ANCHOR TYP.) v ° SEE NOTES a ° #2&#3 a , o SUBSTRATE ?~ LA* SECTION B-B13CENTSFLORIDA MANUFACTURER N1 SiYo.a.0 O A F4••J f O 1 . Yr .. EXTERIOR ELEVATION : k _ 4 nt,' •; f ' tMASTERF 2 NOTES: 1) MULLION INSTALLATION USED TO IMULLL SINGLEAPPLYHUNG _AONDOR ALUMINUM P CTUREBWI DOWS SID DIENOL RAL ALUMINUM CORP. 1448, W SIDE. CARROLLTON,* TEXAS 2) IN MASONRY CONSTRUCTION. ANCHOR OFTTACH SUFFICENT (LOTH TO OTOACHIEVE 1 -1/4"3 IN.' TICAL MULLION INSTALLATION DETAI_DIA. CONCRETE SCREWEMBEDMENT INTOCONCRETEORMASONRY. M TUBE MULLION, DIE NO. 14483) INWOODFRAMECONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 JS APRVD: -___ DATE:3/17DRN:SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO w00D scA E: HALF MATL - _ DWC NO: FRAMING. GD:- C==O PREPAP. ED 7-!% S-C:F" 9Y: PRODUCT TECH Or+7CORP.. 250 INTERNATIONAL PKWY. FEATNRON, FLORIDA 32744 PNONC 407-605-0355 FAX 40 o GENERAL ALUMINUM CORPORATION FIN LVERTICALVERTICALMULLIONDESIGNLOADCAPACITYCHARTSIZES ALUMINUM MULLION, DIE #1448 36.000 48.000 53.125 18.000 24.000 30.000 WDW. WTH. > WDW. HGT. V 36.000 506 427 390 379 379 379 215 206 208 44.000 319 262 231 263 213 186 171 160 160' 48.000 60.000 129 102 87 78 68 66 72 57 48 42 36 34 72.000 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY. PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32748 01-1201 PHONE 407 805-03651 FAX407, 805••0366 r, v •t. GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 WDW. Wm. > WOW. HGT. V 30.000 43.000 28.000 565 565 32.000 380 378 38.000 236 226 42.000 182 167 56.000 60.000 72 57 60 47 86.000 18 14 56.000 565 378 226 167 57 43 12 FIN VERTICAL P.W. SIZES 63.000 72.000 88.000 565 565 565 378 378 378 226 226 226 167 167 187 57 57 57 43 43 43 11 101 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020038 SUITE 250 JAN. 11, 02 HEATHROW. FLORIDA 32746 01-1201 PHONE 407 805-03651 FAX 407 805-0366 16 x 4xfOwthemd i I 0 upC N4p .. A it 9 e Axm FR E 8 R 4 rn 6 ':l P o U yp yN o >ZO a- s iyM j P f'1 }(Vjj A O N p _ = Q m O. •1 O. r N i T h.9• ^'w' _ [ 7 N 1 2i i 2 p CGfIN@XXOON Op wb u R coto ORo' ni s o m P C r !j AJ mO g oo N Y0 97 0 Q WL 41 a 1 of g 0 0 0 en w w E 11 HIS 4 111 1 O 1.1.1jr.l ~• I 7 o O ppwPCrn'C I.• w o r p 4T Ln g g , 7 l a• 483r 6 uryB•7 N Q N N i S F IaF of 2UAR u Y m o rn a 1 1 3 4 0575 ANDHOR W / 4T16 X 01 .4• LAG SOREW 6.04 1--4.00-- I P/N 409328-000/ PLATE.KhSP t I 23132 L_l IJ 070 MIN P/N 401199-0001, TOP FIXTURE 0575REF. 0 0 0 0 1 ° 6.00 L-5.00---j o P/N 409331-0001 PLATE. FLOCK tmV7 POST -ASS SHNING FLOORPLATE PM 409326-)000I POST ASSY VERTICAL ATTACH TO DOOR WITH 4 SCREWS PIN 605911-0001 2 11 /32' 1-1091MIN+. 0 0 3 9/t6' O O o o O P/N 405771-XXXX BOT. FiXTIRE FOR . 180/280/290/390 SERIE$ ATTACH TO DOCK WITH 3 SCREWS PIN 605911-0001 2 9/32 i 070 MIN 3 3116 00 I7/1 I• P/N 407603-0001. CEIJT6 HINGE STEEL DOORS ATTACH TO DOCK WITH 4 SCREWS PM' 605911-0001 HEAD PLATE j 2.765 156 DIA a 3.00- .375 DIA P/N 608069-0001 PIN 1.25 T0:: 11, O O P/N 405879-0001 LINO 1/8. 25 .LENGTH = DOOR WIDTH - t• 5/5/5 MIN TW P/N 400650-)D=. ROLLED HS-X STRUT PART 1,11.1.6ER MIN. TFK STRUT k00650-0001 .030 HS-1 400650-0004 .020 l45-0., 0 0 0 O 271E //116r• O J 4 5/8' o . 0 0 O PM 061601-0000, SLIDE LOCK ASSY 2 9/32 M o O 2 t/2• O O o C 2 3/8' O 070 MIN— 1 000 0 0 3 3116 0 P/N 405964 3:046450, BRAC(ET. SCAB PM 405964-DOOR. BRACKET, SCAB JOINT 1 o 0 PART. NA6ER L' PR4 407605-)000C. E1'O. HINGE D0 3-1/4 O46450 046450--O003 4' RESIO. STEEL OOCRS PAIT H A30 1 W SCAB BRACKET OETA 1 C STaos -OM as 407W5-000w7603-°D03 1.10 4. I ATTACH TO DOOR WITH y,m.+„rr 6' T,, ;'"}k e"Ti', ' L"`-'- n4SCREWSPM603917-0001 1_ 444 .44 P/N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LB9. WAX. .. 187 3..25 2.50-1 REF. Q.37.5 0 L DIA 4 HOLES PM 408876-0001 SI PORT e m4wna _ -26 nwm sar. w r sau eeMC• W WA PIN.I403680. 0.004.5_6 7 L IMf SECTION -G-G- STEEL SIRAS Its' WIDC D00RS1 Al C te` X yyyl yillr y UFACTU t- Y -Tr J;" rFrERMA oTRU® Ct,4s.SLC CRAFT' OUTSWINO 6.8 WNGtE AND DOUBLE W19 0OUT sI&EUTES. INSULATED Figa I.Ass DOOR wTrH Wt70D FRAMES. 1THISBUILDINGDUCTCODE1S994SIGNEDDITIONOMEET THE FOR MIAMI-DADSOUTH CFLORIDACOUNTY' 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCTANCHORSSHALLBEASUSTEDANDSPACED AS SSHOWN HALL BEDETAILS. ANCHR BEYONDWALL DRESSIANG ORSS'TUCBASE MATERIAL CO- 4. DESIGNED PRESSURE RATING SEE TABLE PAGE T. FOR 5 COUNTY WITH THE USE OFE WATER THEHIGHQ41/ BUREMENTS MP THRESHOLD. SEE THE DAREDESIGNPRESSURE CHART BELOW. 6. MU1Ml-DARE APPROVED IMPACTRESISTANTSHUTTERSAREREQUIRE7. SIDELJTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR l DOUBLE CONFIGURATION. r a u[ or :see: r erggss (SMC) skin 0.105" min. Sidelite Sheet: 0.07 min. thk. with yield strength 7(min.)-6,000 yy Core design: Polyurethane foam core, wTth1.9 lbs. density by B,45F. Panel Construc_iion: Thep:net skin is constructed from a 0.095" fhk sheet m-my a jSWC). 7M interior cavity a f led with 19 Ibs. density BASF ow foam The panel face sheets ore glued to the, To stiles and rgds. The 7.47 latch and hinge sides areLVLorLSLThelatchstilewFxcha4.03 a material. is the latch reinforcement. ThetopandbottomrailareofawoodoomPoalununumInthedoubledoorappficationtheinactivedoorisfMedwithonexUvdastragalof6060-T6 alloy. Frame Can fraction.- The frameisconstructedfromfinger jointed puns mewu wide x 1. 17' thick The header is joined to jamb; rich (3 /8 x 25' Philips Flegd W Scnnm The threshold a /o^Kd to side jambs with (2 16go. 1, gown x 2 kwhg .-*- at 8 sash sde. The mulfrons aresecuredtogethermaside6feapp6cobonusing2' long PF}I Wood Screws (6) screws sad_ r r y16on. the units uses :n Oulswing Bump threshold measuring 4. 615 x - secured r SWC fop Lite - OAsizeis27.5' wide x 50.19' high 1.75" Phillips Pon Head Screws. The frome arc smkd with silicone cgu&bV (Dow 795) to sidelite panel and to the glass cidelity Glazino: SMC Lip Lite with the yield strength Fy(min.)= 6.2DO Psi do T1AC UP Late with the yield stregth Fy(min.)- 4,674 psi - CA size a 9.85* wide x 65.85" wide secured w/(16) /8 x 1.75' Phillips Pan fI cd Sam The ffOf1G am sealed with silicone caulking (Dow 795) to side6le panel and to the gkm& Integral Flush Glazed - The sideRe sash race panels are molded fa receive the tMed (tom 79 glass isattached to thesidelilefacesheetswithsTrLTxaglazingTABLEOFCONTENTSSHEETI I DESCRIPTION 105. 5' MAX. OVERALL FRAME WIDTH 36.625" MAX - PANEL WIDTH W/ASTRAGAL A . i= J W ! i / o= ¢ L / U / - 1 UUJ 24. 5" O = Z 7 M MAX. x _ / D. D.L. O. _ TYP.) ONw = ! x o r: 0 itt3 0 CiX X N o o 1 DOUBLE W/ SIDELCIES91L JINGLE OUT NG UN OP71ON 11 W SURF 7436.625" MAX. .5' MAX. OVERALL FRAME WI IDTH { SEE DETAIL Ar I MODELS I aRF VIEWmPANEL WIDTH FROM INTERIOR W ASTRAGAL, J x MAX. Lu D. L. O. v ? 7YP) / w rn Z ofaJoy X O anM Co INAC ACTIVE ,moo i SINGLE I DOUBLE O TSWING UNIT OPTION II W/ SURFACE BOLTS SEE DETAIL "A" SHT.3 DESIGN PRESSURE RATING r OPTION I W/OUT SURFACE BOLTS+4 PSF -47.0PSF WITHSURACE BOLTS k PSF -70. 0 PSF OPTION II WINOJAMBER 11 ASTRAGAL SHT.368 5" MAX. OVERALL WIDTH 24.5 h-- AX. D. LO. 1> 15.5" MAX. Z LJ O FRAME WIDTH ft cVO co 13.9375" MAX. WIDTH O O CO 7.125" MAX. D.LO. Q¢ Z O " WIDTH LIP LITE V p w 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE O O p O TYP. FOR 3 < 00 BOTH SIDELrfES) W 0 15. 5' MAX. FRAME WIDTH 13.9375' MAX- WIDTH 7. 125" MAX. D.L. O. WIDTH LIP LITE 7.0" MAX. D.LO. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) N6uLTAIJM INC 513. 654.3831 N.T. S. er WLN er RW ac no. S- 2161 1 or 9_ w 8 1.68" ARN. PANEL THIC SEE GLAZING INTERIOR VF;MC&—fAQSS-5EMQB ROBS c01.11 PAHFL HIGH DAM OUT5W7MG DOOR PANEL W/LoW PROFILE THRESH" SEE DE31GN PRESSURE TABLE) jRCENTYRAT, 17: 77, 77,77 17", E IJ iJ 2i 4 00 0 1.66 111N.o PANEL THK. 00. 062 0 SEE GLAZING DETAILS 0 c; 0 0 049 00 0 0 0 20 O in W LJ OD 0 ') 2 M, o CL 0 X t" mzon 0 :5 LLi LoMLJ, SEE NOTE 0 o SHT.4 0 0co muj coF2 eOUTSWIN -MITE PANELV2l;llnls-n TtTHECROSSSECTION IS SHOWN CRAFT F=MW'&C3/4' GLASS NOTE IT. 4 813.664-WI re 7 1/5/01 AM' NITS r. ur. WLN IL BY: RW uZ—c M). S-2161 2 OF ASTRAGAL RETAINER BOLT 8.0- LG. TOP BOTTOM (2) BOLTS Z [ AT TOP & (2) AT BOTTOM JmW a INACTIVE a.. l7n SEE NOTE 2 SHT.4 1 3 O ASTRAGAL OPTION Q 2 1 ONTAL CROP 3 O MULLION O I'Ij• c 1.15- MIN. E1MB. MAX. SHIMr25' 15 MIN. C-SINK RI Z Y 43 o m 49 i 6 36 V Nrn^ J u w SEE NOTE W py 34 9 S14T.4 N .. 16 17 3 INTERIOR 3 3 O SIDELRE TO BUCK 0 DFTAIL A . o - _ (OPTION II SURFACE BOLTS) SEE NOTE 9 SHT.4 to t<r 1Y1 Ilk O> O coco OCL f/) 2 v L3 LLJ0 0 2 ¢ co Wco a 813.654.3531 nc: 11/5/01 CALL N_TS I- er: WLN dL 91: RW IwHG NO- 5-2161 MEET 3 or 25' MAX. SHIM SPACE 13 z co z a Uz N JU W w h EXTERIOR 17 I ,15' MIN. 1 H RI NT CRO TION 111 thh• C—SINK 4 LATCH JAMB TO BUCK, a.. 1.15' MIN. NOTES. EMBED. I. THE SiDELITE SASH FACE PANELS ARE MOLDED TO RECEI'VETHEINSULATEDGLASS. THE GLASS IS ATTACHED TO THESIDELITEFACESHEETSWITHSILICONEGLAZINGCOMPOUND DOW 795). 2. SPACING FOR #8 x 1' PANHEAD SCREWATTACHINGTHEASTRAGALTOTHEINACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1', 3", 5 18.25 40.5 59.25", 74.25 76.25" do 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 1.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 1.5" P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) f8 x 2_PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0', 19.75', 33.5" 47.25, 61.0 k 74.7". THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS, 6. SPACING FOR A IS x 2' SCREW SECURINGTHEMULLIONSTOGETHERISTHESAMEAS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 18 x 2" SCREW. WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELITE AT THE MULLION USE A 110 x 1 3/4 SCREW 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318' COVEMOLDINGAROUNDPERIMETER. THE COVE MOLDING WAS SECURED USING I' x 0.04' OIA. WIRE BRADS AT 2' FROM EACH END A MAX. OF 12' O.C. SEE NOTE 1 SHTA 25" MAX. 1 SHIM SPACE 28 9 SEE NOTE 10 7 SHT. 4 18 4 37 p v 16 v . 10 •. 29 7 17 CL 22HOR• • o 2 I ONT R ON .15' MIN. 13 4 HINGE JAMB TO BUCK, C—SINK 7.15' MIN. .v EMBED. Z 36 zd 33 Z SEE NOTE 9 THIS SHT O- .Fc 3 HORIZONTAL ROS CTION 4 ® STRIKE JAMB TO SIDELITE Pit M i1 TaJ AC R N1 ' o N NLo0 t0occ yzzN U SN 11 vu WLceor+SULTANTS. wo 813.WZ831 NTS er: W5 Br. RW we No.: S-2161 r 4 or SEE DETAIL "F- SHEET 5 3- 3" 3' 6' 6- 6" 3' 3• 3• 3- I I I I l 1 1 I 73 I I 1 1 I TYP = t3 TYP. TYP. SEE NOTE _ SEE DETAIL _ OTE S 5 3 SHT. 4 - SEE NSEE DETAIL 6 SHT: 4 -E-, SHT. 5 TYP SEE NOTE - SEEDETAIL6SHT413 _ ' G' SHT. 5 TYP. _ SEE DETAIL 13 SEE NOTE H' SHT. 5 .D. nP 4 SHT. 4 52 B' 51 - 1 I TYP. II jI 1 TYR 3" -- i" 3 1-' 3- ~ 3w 6' -- i 6 YA63' 3" 6" 6' 1 o > CJ W O o0 to QOO ZI E E 1 6' 6 I3SHT 41 Ln O W, 1-_ I 13Q o0 t\ u1 o; Nli _ c Z 0 nn y 13 03 ti n i U F= nh d n TYP. zN 0 G w o-' in SEE DETAIL N D' -E- SHT. 5 0; m m ui TYP zo SEE DETAIL C' G' TYP. 'D Is x 51 TYP. a v Z a I F-- 6- 6' -- i I--T SEE NOTE 0 4 SHi. 4 SEE DETAIL H' SHT 5 a GIN(:I F DOOR r Thota F DOOR W/SIDELM 1 v DRILL THRU FOR A 0.357" BOLT DEEP NOTE p 1 ENOUGH FOR A 2" o z BOLT THROW USE ITEM 73 A 8 x 2 1/2" PFH WOOD SCREW T SEE NOTE ATTACH THE STRIKE AND DEADBOLT PLATES TO THE SEE NOTE 1 THIS SHT. JAMB OR ASTRAGAL EXCEPT IN THE MULLED %eu rnr+c 7 E N 4 SURFACE BOLT APPLICATION WITH THE SIDELTTE USE ITEM 143 A 8 cowsu T rrts. INC 0 13 43 STRIKE PLATE 2- PFH WOOD SCREW. 513.6543831 43 37 11 pFT_H" wie 11 5/O1 o RETAINER BOLT HOLES 0 srxs N.T. S. OPTIONAL SURFACE w. o Ur WLN 10 SURFACE BOLT BOLT STRIKE PLATE ®YY.>13 A ' ne oA.F. STRIKE PLATE `y`J cwc. gr. RW QFTAIL F 13 43 oa Ec ASTRAGAL STRIKE PLATE 5-2161 BOCIPSTRN E PLRA ECESEENOTE 10THIS SHT. DETAIL I MANUFA j R NAMESHEET 5 a 9 DETAIL "E' 7 Vic` r i O> N 00 SEE DETAIL T' CL Cm O O SHEET 5 O Z O n L=J U L U.) O O 6" 3' O O O t0 6 8' 3 36• 3 3 6' -- 3" I i I i W co = CC O aLIiIII 13 I- i3 TYP SEE NOTE 3 SHT. 4 1SEE NOTE SEE NOTE 1 TY• SEE DETAIL M 3 SHT. 4 6 SHT. 4 y F' SHT. 5 - rn z J? OOiy n a ttP.SEE DETAIL tLn T c CE W 13 - v p N EESH7 5 SEE DETAIL TYR SEE DETAIL E' SHT. 5 IvU-iw o v Ce TYP H' SHT. 5 J' 13 TYR o SEE DETAIL -K- "K" TYR 'M" - SEE N0TE "G" SHT. 5 51 51 _ 4 SHT. 4 TYP. 1 I I Tom• 52 II _ TYP. 3" 3 3' 6" 6' 3" SEE N07E 3, 6' 6" 3, 52 4 SHT. 4 1 3' 6" TYP. SEE DETAIL H' SHT. 5 DOUB DOOR SINGLE DOOR W/SIDELITES N LLAI FL(5,, e R UI i r7\ `i1 lei l2.JJtclll R 1 V C-. 813.684.3831 c 11/6/01 uE N.T.S. c. er WLN K ar: RW imc w_ 5-2161 n7 6 ov o> N O W O 0.5" GLASS SITE .0625" THICK DOW 795 oO = 0.5' CLASS Y SEE NOTE 1 GLAZING COMPOUND Q Z O SEE NOTE 1 SITE ` THIS SHT. ,- TH00ISSHT. '" 1/8" TEMPERED 1/8" TEMPERED 0 o GLASS i _ a cuss 3 a e , m e o 3/4- AIR SPACE e ee 1/4- AIR SPACE e o e W e T ee e e ee 1/8- TEMPERED 1 — e 1/8" TEMPERED Y GLlsSGLASS J8 x 1 3/4- PPH #8 x 1 3/4' PPH w 1/4" STEEL INTERCEPT SPACER 3/4" STEEL ILASSNTERCEPTSPACERog - f lNC t1ETAIL SHOWN W 0625' THICK DOW 795 v - L eSSIQ CRAFT" SMC LITE FRAME 1/2 INSULATED TEMPERED GLASS GLAZING COMPOUND (REQUIRED FOR DOOR PANEL) fs71NG DET91 SHOWN W% n wSSIC CRAFT TCM L9E EB6ME fD r SIDELRES ONLY) 0vo N 0625- THICK DOW 795 o 0.5" GLASS SITE GLAZING COMPOUND 'o g- Y O UZ 0.5' GLASS Z 1/8' TEMPERED a a GLASS m j SEE NOTE 1 SITE N 1/8- TEMPERED OTHISSHT. S GLASS gv 01J 1/2' AIR SPACE0 O e e e e 3/4- AIR SPACE 11 0 1 /8' TEMPERED o z GI ee e 1/8- TEMPERED SEE NOTE 3 d- NeTHISSHT. g 18 x 1 3/4' PPH GLASS O 3/4"- INSULATED TEMPERED GIL4S 3/4" STEEL INTERCEPT SPACER It71NG DETAIL SHOWN W/ 19 1/2" STEEL INTERCEPT SPACER -CLASSIC CRAFT' INTEGRAL GLAZING ao 0625' THICK DOW 795 (SIDELITES ONLY) GLAZING COMPOUND 0z 1' WCtlt ATFD TEMPERED GLASS jd iNG DETAL SHOWN W/ '` I RAFT" M FRAM KM SI L L ® AS c613,66.3 me wry . ii O 613.6B4.3831 CENtRALi6l. p e 1. THE 27.5' x 50.19- DOOR LITE IS SECURED WITH (16) 18 X 1.75' PHILLIPS PAN HEAD SCREWS a 71/5/01SPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0 13.75" AND 24.5' FROM THE LEFT SIDE uTHESIDESTILEANCHORSWERELOCATEDAT3.0 13.25". 23.625" 33.875" AND 44.125' • xiao NTS FROM THE BOTTOM OF THE LITE FRAME. T4 Tye vec. er WLN 2 SMC AND TCM LIP LTTE ARE SECURED WITH (16) 18 x 1.75' PHILLIPS PAN HEAD SCREWS 1A NUg` r n RIN SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILES ^ naro mo: FROM THE TOP DOWN TOP DOWN AT 5.5". 16.5", 27.5" 38.375'. 49.375' AND 60.375 'A 5-2161 3.. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. rF L, A• SKM 7 OF g 4.03' 10 3O Cr LATCH SIDE S711E 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077`--{ SmFI ITF TOP do BOTTOM3_A_11 FINGER JOINTED PONDEROSA PINE j--1.47 nco CR CC BOTTOM RAIL OWOODCOMPOSITE SIDEI RE BLANK SIDE ST?L 36 FINGER JOINTED PONDEROSA PINE j--1.47' 1 m rr 70P RAIL OWOODCOMPOSITE g p O O O. 097'-4— O 4 K 4 STAGE9 39' RED OAK CAP ow 1.46' CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERAL• PONDEROSA. RADIATA, PULAI, ELLIOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. VARIESinIII ol KID r 1.79- FT n W.0 SCjMW. mo" D&& 4,0— oAf i riF FRAME 28 18-10 r 1 112' PPH PIASCREW f1w. . rwv-Lr Z9, T -T 0 2 35 38 WOOD FRAME I 4.615' m F {--- 2.203' I T a0 79 OInSWING BUMP FACE n Al JMINUM/WOOD THR SEHOL_n 050' WALL T1'P. HIGH DAM THRESHOLD 39 o_Lj r, F" IY N 0 co Ocn j oo !sLLiU' 0LJo 3Q00 w a 813.684.3831 NTS er WLn a.: RW NG NO_ 5-2161 r 13 OF LLJ 592' 1= N co pp Z O Ma0O41N N Ir Ow OASTRAGALRETAINERBOLTNfF- p p MATERIAL. C/R ROD ZINC 11 J-- W do YELLOW CHROMATE 8 co d 179" LONG REA(H MP 10 W I FOAM CELL CORE W VINYL JACKET z 3- y no 5 N 1.158' M copperONOUO DRILL TRU FOR cam A J8 PF}i W00 DRILL TRU FOR O/ $i SCREW 2PLCS 357' DIA. ASTRAGAL a 'u d RETAINER BOLTS WINDJAMBER It WR68T STRIKE PLATE O7 .35' COMPRE5510N WEATHERSTRIP BY THERMA—TRU RETAINER BOLT FOAM CELL CORE W/VINYL JACKET o CENTRA LnommA 0.-A-Fa MANUFAMJRER 1 ANZ e c 1.767' mAs,rER FILE # 58t3e3' we 11 6/01 WINDJAMBER II WR68T 24 sru NT5 r.? TRAGAL (ALUMINUM 052" WALL TYP.) oac. er: RN a aNG No, S- 2161 s m 9 ov ! oLj o co D525- THICK DOW 795 O V) I O0.5" CLASS SITE SEE GLAZING COMPOUND Q Z n SEE NOTE 1 THIS SHT. r 1/8' TEMPERED TH 1/8' TEMPERED Ow O^ v GLASS LGLASS 3 Q `. e . e 1/4' AIR SPACE oD3/4' AIR SPACE O LuOD =Qea 1/8' TEMPERED T-1/8' TEMPERED GLASS z GLASS 3/4' PPH 8 x 13,4 y 1" INSULATED TEMPERED GLA45 1/4" STEEL INTERCEPT SPACER 0625' THICK DOW 795 3/4' STEEL INTEC n71NG DETAIL SHOWN W/ ri ecgC (RAFT' SMC LRE FRAME. i 1 /2• INSULATED TEMPERED Sc GLAZING COMPOUND REOUIRED FOR DOOR PANEL) o a GIA_ 71NCDETAIL WN W7 TGM LRE FRAME r mmieccirCRAFT' SIDELTIES ONLY) U 0625' THICK DOW 795 ad o 0. 5' GLASS SITE GLAZING COMPOUND oIS U. r 0. 5" GLASS(.06251' Y TEMPERED O VZ a SEE NOTE 18ITEN 1/8' TEMPERED O ° GLASS r mTHIS SWT.g GLASS O O O ° O 1,/2' AIR SPACE OIRpe 3/4' AIR SPACE 0 O 0 1/8' TEMPERED 0ezGLASSSEE NOTE 3 N 1/8' TEMPERED THIS SHT. n g Bz13/4' PPH GLASS TEMPERED S l A55 yy"""' r n TAlL SHOWN W F 3/ 4' STEEL INTERCEPT SPACER 1/2' STEEL INTERCEPT SPACER CLASSIC CRAFT' INTEGRAL GLAZING THICK DOW 795 SIDELITES ONLY) GLAZINGCOMPOUNDi INS i AT D TEMPERED LL 1 5 e71NGDETAILSHOWNW ••+K>{ roNSULr Clwrs. u+c L - _ o® 0 813.664.3831 1. THE 27.5' x 50.19- DOOR LITE IS SECURED WITH (16) J8 X 1.75 PHILUPS PAN HEAD SCREWS y ,I SPACED AS FOLLOWS. TOP AND 80TTOM RAIL AT 3.0'. 13.75' AND 24.5' FROM THE LEFT SIDE.aNT%kL S DAM 11/5/01 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0', 13.25". 23.625' 33.575" AND 44.125' , y, o FROM THE BOTTOM OF THE LITE FRAME. r v owc. em WLN 2. SMC AND F LIP LITE ARE SECURED WITH (1AT 2. x 1,75"FROM PEACH S PAN HEADSTILES_ SCREWSU aK e, RW SPACED AS FOLLOWS, TOP M10 BOTTOM RAIL .5 2. 125' FROM EACH END. SIDE 0.375" I ^ cl NG NO" FROM THE TOP DOWN TOP DOWN AT 5.5', 16.5'. 27.5' 38.375', 49.375" AND 60.375". j/ / S-2161 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. . s ccr 7 a 9 4.03- n OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077" —{ SIDEI RE TOP & .BOTTOM _RAIL FINGER JOINTED PONDEROSA PINE 1,47' cc i _ r CC BOTTOM RAIL OWOODCOMPOSITE 1.077' --1 I.--1.54- --I 0o,ncr rrc a1 nuk CInE STII F FINGER JOINTED PONDEROSA PINE r--- 1.47" r.0 7oP RAIL OWOODCOMPOSITE 39" RED.__}__.. OAK CAP I I O 1.46' CC HH~INGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL PONDEROSA, RADLArA. PULAI, ELUOTTII, TAEDA OR SUGAR PINE DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. Il DIM. VARIES v°i. W/GLASS THK. N K40 + I.79" Pf THREAD SCREW. UO-W DI& 4.0- 2ry E 28 to 0, N 1 1. 375' j 18-,o r 1 1/2" PPH PLo SCREW I DIM. VARIES '? NW/ CLASS THK. ^. N O O O ' T LI >u irtr cTa.Hcv 'g 097'--{ O4 x 4 STEEL DOOR HINGE '- A I It 4.565' L I I T T - T 0 Z 35 38 Wool) FRAME co 4. 615' 2.203" l f7 tL 73 n 19 OUTSWING BUMP FACE, ALUMINUM/WOOD THRESHOLD 050' WALL TYP. N HIGH DAM THRESHOLD 39 O 00 Ocn000j L oZon1n W3QW Lu a 513.684. 3831 scxc NTS v c. m WLN K. 9r: RW S-21 61 1w 13 OF 1 Materi I I ternFIBERGLASS 1 I h - 3 47' 4. 4 X MW SIRE -TRU 01 0R M t W 1.46' x 1.4 5 6 NOT USED POLYURETHAN FOAM BAS , 1.91bs. DENSI FOAM 7 SHORE REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM g 4 x 4 HINGE .097 7HK. ERMA-TRU STEEL STEEL 10 10 x 3 4" LG. PFH WOW SCREW Kin a to Frome 11 10 x 1 LG. PFH 1 SCREW STEEL 12 13 NOT USED 8 x 2 1 2 LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19ONEPIECEBUMPFACETHRESHOLDT}IERMA-TRU ALU W00 OD 20 HEADER 4.565 x 1.17 ERMA-TRU PONDEROSA PINE 21 22 NOT USED HINGE JAMB 4565" r 1.17r-TRU PONDEROSA PINE WO 23 KKSET TITAN 700 SERIES DEADBOL7 kwASTRAGALWINOJAMBER11WR68T .052 WALL ALUM.G S-T6 Y5 GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 I.G. PANHEiAO SHEET METAL SCREW STEEL 28 PLASTIC L6' LITE FRAM SMC, THERYA-TRU . SMC with Id siren F min - 6.20D 18 M41OIIDK4.Omm IDR STEEL 29 K4O x 1. Pf SCREW, 30 NOT USED 31 NOT USED 3218THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 D4l WIRE BRADS STEEL WOOD 34 35 3 8 COVE MOLDING B" kMB 4,565 x 1.17 -TRU. PONDEROSA PINE WOOD 36 SIDE SERE THERW-TRU 1S4 x .67 PONDEROSA PINE 37 man 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LATCH JAI® 4.565 x 1.1 -IRU PONDEROSA WOOD . ALUM. 39HIGHWATERDAMTHRESHOLDSILICONE40SILICONECAULK41 NOT USED W000 42SRFIITETOPtmuRAlTRUIN : s Pamwo OS1 STEEL 438x2LG. PFH WOOD SCREW STEEL 44316SEXBOLTELSTEEL45IVES4548" SURFACE BOLT LIP LITE f U TCM 46PLASMwith ield stren h F min. - 4,674 psi STEEL 47 8 X 1-3 4 PPH SCREWY FOR ITEM 28 & 46 GLASS 46GLAZING, 1 INSULATED TEMPERED GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS CLASS 50 CC BOTTOM RAIL (150' x .883' THERW-TRU WOOD COw09 u 1tVOD COMPOSITE 5 t 3 I6 127s5 L=N STEEL STEEL WLLGLC. nC8. 0' ASTRAGAL RETAINER BOLT _N MATERIAL: C/R ROD ZINC li YELLOW CHROMATE 3" DRILL TRU FOR A JB PFH WOO DRILL TRU FOR SCREW 2PLCS .357' D1A. ASTRAGAL RETAINER BOLTS W' NDJAMBER II WR66T STRIKF PLATE T" RETAINER BOLT 592' N Qft J-- N 179" T ONG R ACE NCOM°RES! WEATHERSTRIP FOAM CELL CORE W/VENYL JACKET 1. 158' N rn 7 . 35"h- OCOMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET h u o p N N N MANUFACTURER NAME: i V 1, 767 MASTER FILE # WINDJAMBER It WR68T 24 ASTRAGAL ( ALUMINUM 052" WALL TYP.) uj cr- ( V coO cn O °I a.0=N tr. l O LJ.IO CL z 7 c o c NTS oL eY: KN A—. c No" S- T161 sHtEr 9 a _ l I r i 1t P.1./3 1;.it lt i.ti.ljH; 1•'c `. Jj MANUFACTURERUFUR11!'{V,R 7'rQIT THERMA oTRU® CL& SSIC CRAFT- INSWING 6-8 SINGLE AND DOUBLE W/d W/OUr SIDELITES. INSULATED FIBERGLASS DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 7994 EDITION FOR MIAMI-OADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4_ DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MWMI- DADE COUNTY. 6. MIAMI-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE. 7. SIDEUTES ARE AN OPTION AND CAN BE USED 1N A SINGLE OR DOUBLE CONFIGURATION. Face sheets Door Panel: Fiberglass (SMC) skin 0.105" min. thk., Sidelite Sheet: 0.07- min. thk. with yield strengqth F'(min.)=6,000 s Coredesian; Polyurethane foam core, withl.9 Ibs. density by &45F• 1 r i n: The panel skin is constructed from a 0.095" thk. sheet mo mg compou SUC). The n'lenorcavity is fated with 1.9 lbs. density BASF polyurethane foam. The panel face sheets are glued to the, wood SWgp and ryryRs. 7helatchandhingestilesoreL4LorLSLTheivtchstilewhicha4.03 X 1.4T is thelatchrenforcemenlThetopandbottomratoreofaroodtomaterial, In the double door application the inactive door is fitted with an raced aluminum astragal of 6060-T6 olioy. Frame Construction: The frame is constructed from finger jointed pm measun 365o ride x I.17" thick. The header is joined to the side jambs with ( 3 /8 x 2.5' Philips V. Screws. TTIe threshold i rs pined to side jambs with (( I6go. renown x 2 king,staples at each side. The mullions are secur together in a sidelite opokobon using 18 2- kxag PFH Wood Screws (6) screws yq each nVilion. The units uses an Saddle thresholdmeasuring5.75 x 1.548. Door ri L.SMC Up Ute - OA size is 27.5" wide x 50.19" high secured Iw x 1.75" Phillips Pon Head Screws The frame are sealed with silicone caulking (Dow 795) to sideline panel and to the gloss Sidelite Glozina: SMC Lip Life with the yield strength Fy(min.)-- 6,200 Psi & TUC UP Lite with the yield stm ngth Fy(min.)- 4,674 psi - LW size a 9.85" wide x 65.85" wide secured w 16 8 x 1,75" Phillips Pan Flmd Screws. The frame are sealed with silicone caulking (Dow 795) to sideite pond and to the glass. integral Flush Glazed - ThesidelilesashfacepanelsoremoldedtoreceivetheinsulatedGlass. The chart IsattachedtothesideliitefacesheetswithaLconegkzkagcompound (Dow 795) TABLE OF CONTENTS SHEET #1 DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS 9 BILL OF MATERIALS & UNIT COMPONENTS rrOVERALL-JYIQiH 36" MAX. PANEL WIDTH a ¢w n24 2 ZwE2Z ari p OOXi on p n 0,. h105.5" MAX. OVERALL FRAME WIDTH -q, 36.625" MAX. 15.5' MAX. PANEL WIDTH -- i FRAME WIDTH W/ASTRAGAL13.9375" MAX. WIDTH 725- N Z a Co x pD. L.O. p TYP.) J canlnF INSWING UNIT DOUBLE W/SIDEUTES INSWING UNR OPTION 11 W/ SURFACE BOLTS SEE DETAIL A" SHL3 74.5" MAX. OVERALL FRAME WIDTH WIDTH ALL MODELS 68.5- MAX. ARE VIEWED 24.5 OVERALL WIDTH - PANEL W ASTRAGAL FROM INTERIOR D.L.O. p P O } w 24. 5" - X MAX. o LU fln 00 J } J 0z I DOUBLE INSWING UN OPTION II W/ SURFACE BOLTS ccr nFTAII ' A" 9HT.3 O U Ot- x w 2 m o 0 ffIGIIIIi11111N1 i DESIGN PRESSURE RATING WHERE WATEM REQUIREMENTOPTION IW/DUT SURFACE BOLTS 47.0 PSFWITH OPTION II SURACE BOLTS & WINDJAMBER Ii ASTRAGAL 70.0 PSF 7.125" MAX. D.L.O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 15.5" MAX. FRAME WIDTH 13.9375" MAX. WIDTH 7.125" MAX. D.L.O. WIDTH LIP LITE 7.0' MAX. D.L.O_ WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) U Z C1 oc U cUDCulJ SZc Uin in, OO Z JJ w Jw aw UUAdeuhLpn CONSULTANTS. n 813.684. 3831 oATe 11/ 07/0 scuE: N. T.S. owc. m: WLN a+K. BY: RW acAivv Ho.: S-2178 SHELT _L or c C6 En 2 C, x :. 0 6 tn 1.68- MIN. V) PANEL THK. ;0: SEE GLAZINGMuDETAILSM: w (SHEET 7) 48 28 29 lu-) o tNTERIQ 0; EXTERIO r, Nco 50 1 68' MIN. PANEL THK EXTERIOR V, INTFRIQ V RTR IN 2 SIDELITE PANEL SEE NOTE 9 SHT.4 2.141 1.691" Z; c INSWING 2112ELEE 0BOTTOMB007 0.09, EXTRUDED VINYL -WALL I k, liv BLRLDING DNSULTANTS. INC 813.684,3531 NTS WLN gy: RW N .0-- S-2178 r 2 OF SEE •TE ® i INACTTVE ASTRAGAL RETAINER BOLT 8.0' LG. TOP 3 do BOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM MTFRIOf 1 rwncc SECTION 3 ® ASTRAGAL OPTION 1) z= m w 28 43 a pp 48 yyTEpp 11 S o ' • OO o O w O 36 z Z Y 4 37 33 SEE NOTE 5 a 29 9 SHT.4 6 w 9 10 w 34 w °za a 2 NT R cc cF('TION 3 0 MULLION FXTERIOR INTERIOR vz J N 5 a C, w w N 1.15 MIN. 0 j EMB. F= N O CID 25" MAX. SHIM 000 p Z15" MIN. C—SINK Qom. 0 Z O r7EXTERIORU :s u Z= nor wOLJO:O ui 49 o:n 1 f\ a Ill(00 CLO 0 O NN 5: t SEE NOTE o9S. 6 w to„V) INT RIO Ci o3 H A N a`Uto a k, V ® SIDEUTE TO BUCK Y THE SIDELITE CROSS SECTION m D AI "A coas.684. 3831 11 SURFACE BUTS) 813.6g4.3831 T iOPTION i O7 wic: 11 7 C, cm. BY: Rw S- 2178 SHIM SPACE 38 7v 8 INTERIOR a• UZ Lu FXTERIQh 17 I 15" MIN. 1 n C—SINK 4 LATCH JAMB TO BUCK, a. 1. 15' MIN. EMBED. NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THEINSULATEDGLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND (DOW 795). 2. SPACING FOR 18 x 1" PANHEAD SCREW ATTACHING THEASTRAGALTOTHEINACTIVEDOORISASFOLLOWS: FROM THETOPDOWN1, 37, 57, 78.25", 40.5'. 59.25, 74.25. 76.25" do 75.25 ". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) jf8 x 2.5' PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 8 x 2.57 PHILIP FLAT HEAD WOOD SCREW A7 BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) IS x 2' PFH, WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0", 19.75", 33.5. 47.25", 61.0" do74.75". THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2" SCREW SECURING THE MULLIONSTOGETHERISTHESAMEASTHEPERIMETERANCHORINGSCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 18 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELJTE AT THE MULLION USE A 110 x 1 3/4' SCREW. S. THE INSWING SIDELITE BOTTOM BOOT WAS SECURED TO THEBOTTOMOFTHESIDELITESASHWITH (3) JJ6 x 1.0" PHILIPS PAN HEAD WOOD SCREWS 2.0' FROM EACH END AND (1) IN THE CENTER. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I' x 0.04' DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF U INT RI NQQ JF LD WUW W v U 25" MAX. SHIM SPACE SEE NOTEirn7SHT. 4 2 R NT QN • 15" MIN. 4 HINGE JAMB TO BUCK, C-SINK 1. 15' MIN. EMBED. NOTE 6 U MN uty rtW Uz J Y Ug W zZn00 UUIaJ. 21n EXTERIO SEE NOTE z 0 5 SHT. 4 to SEE NOTE 1 43 Co Li ri rr SHT.4 7 O < i zCaWowv IN z S O 0 a OO 00 .00 o eom p Uz N L 36. e N 0z of 13 3 6 N J 34 33 35 SEEE NOTE a SHT. 5 ca+su T.Ms. x+c SEE NOTE Bt3.6g4.3831 _ 9 THIS SHT INTERIOR lEt o 7[ 1/7/01 NTS 18A IT i LO L 1, o.G. eT: WLN 4 1 HORI ONT CROSS CEL IS N 0 STRIKE JAMB TO SIDELITE AJU d NG7, er: RW ow w rm.: I, 1 S-2178 AA & r 1F ACTi 5EE DETAIL F 6" 6' 6" 3" 3" 3" 4-H- 6 3 II II I 13 - TYP. TYP. SEE NOTESEE DETAIL 3 SHT. 4SEE NOTE F" SHT. 5 SEE DETAIL 6 SHT. 4 E", SHT. 5 SEE NOTE TYP. E DETAIL -/ SHT. 5 EE DETAIL 13 SEE NOTE SHT. 5 .p. P 4 SHT. 4 p .B. g1 13 _ 51 51 51 - i TYP. - 7YP. TYP. I 3• 3- 3 3"_ TTI 3" 6" 6" 6 F-- 3" 3 3" 6" i 1, 0OK DETAIL 'E' SEE DETAIL "H' DRILL THROUGH FOR A 0.357" BOLT DEEP DOUBLF DOOR W/SIDELITES ENOUGH FOR A 2" BOLT THROW SAL ASTRAGAL STRIKE PLATE oI,oPIIOAN4c cUeFACETV 13 0 13 a SURFACE BOLT STRIKE PLATE DETAIL I CIENTRAL MANUFACTURER NAME % Vf, i.l -. '.J 6. 6.1LII N n - r) 13 L O TYP. - a - O - un 'D W) 13 - SEE DETAIL -C" .C- TYP_ G" SHT. 5 1 (5TYP,LLL1- o 6" 6" ^i I ATTACH THE STRIKE PLATE TO THE THRESHOLD W12 # 10 x 2 112" PFH WOOD SCREWS DETAIL ' H" ASTRAGAL THROW BOLTS AT THE THRESHOLD O> Q N coQa V7=co I -- to SEE NOTE a: U I13SHT. 4 L, j 1 O O 00 000 n NecrcoujVI ON j fESEE DETAIL E" SHT. 5 TYP. 0 1 \_ SEE NOTE F-- tO 4 SHT. 4 vv BUILDING NSVLTAKM. INC 813. 684.3831 L: 11 7 01 NL N.T.S. WLN K. BY: RW wNG No, 5- 2178 r 5 a 9 in N NOJ a SEE DETAI E" SHT. TYR SEE DETAIL "F" 6" 3" 6" 6" 6- I 3" II I 13 I— SEE NOTE 13 - Typ. 3 SHT. 4 TYP. SEE DETAIL F' SHT. 5 - 13 TYR SEE DETAIL G" SHT. 5 cJ O zO 0W O 6b. ? ^ 3^ 3 3 i' 3- 0 I I II I'I II I CLSEENOTESEENOTE W 3 SHT. 4 6 SHE 4 — In O Of, LnWZ ZO 5 m J O SEE DETAIL SEE DETAIL TYP. "J" "E" SHT. 5 TYRH" SHT. 5 — o J"_ _ 13 ciNw o VNJ. J" SEE DETAIL "K" "M" ^K^ TYP.- "M" ^ .g K SEE NOTE "G" SHT. 5 51 51 51 _ 4 SHT, 4 TYR 51 TYR TYP. 6" 6" 3" SEE NOTE 3" 6" 6" 3^ Si 4 SHT. 4 6" TYR SEE DETAIL "H" SING 1 F DOOR W/SIDELITES DOURIF DOOR 1 A B. ®e e CENTRALa g N N 1 s ACj\Al-av s' / C;( r / `/ T LE ®ter.. a+' - ,e• r_ aE "---" 5 m J O SEE DETAIL SEE DETAIL TYP. "J" "E" SHT. 5 TYR H" SHT. 5 — o J"_ _ 13 c iNw o V NJ. J" SEE DETAIL "K" "M" ^K^ TYP.- "M" ^ .g K SEE NOTE "G" SHT. 5 51 51 51 _ 4 SHT, 4 TYR 51 TYR TYP. 6" 6" 3" SEE NOTE 3" 6" 6" 3^ Si 4 SHT. 4 6" TYR SEE DETAIL "H" SING 1 F DOOR W/SIDELITES DOURIF DOOR 1 A B. ®e e CENTRAL a g N N1 s AC j\Al-av s' / C;( r / `/ T LE ® ter.. a+' - ,e•r_ aE "---" Oz eVLWHc ocr r xrs, we 813.684. 3831 o.Tr.: 11/7/01 wee N. 7.5. Vr. er: WLN CHK. 9Y: RW Ofuw1N0 IIO S-2176 sHm 6 or 9 0.5" GLASS BITE Y SEE NOTE 1 TAPPH 1/8" TEMPERED n g GLASS c 1/4' AIR SPACE 1/8" TEMPERED GLASS 8 x 1 1/4"STEEL I.0625" THICK DOW 795 INSULATED TEMPERED GLASS r AZINC DETAIL SHOWN W GLAZING COMPOUND CI ASSir. CRAFT TCM LITE FRAME SIDEUTE ONLY) 0.5" GLASS Y Z SEE NOTE 1 SITE N 1/8" TEMPERED THIS SHT. g GIJyS$ V 0 e 0 p 3/4" AIR SPACE o p e 1/8" TEMPERED 18 x 1 3/4' PPH GLASS 3/4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 GLAZING COMPOUND 0.5" GLASS BITE 0625' THICK DOW 795 COMPOUND SEE TH 1/8" TEMPERED GLASS4TEGLAZING3/4" AIR SPACE 1/8" TEMPERED GLASS 8 x 1 33/4' STEEL INTEq N y INSULATED TEMPERED GLAE5GLAZINGDETAILSHOWNW/ CLASSIC CRAFT" SMC LITE FRAME REQUIRED FOR DOOR PANELS) 0625' THICK DOW 795 0.5" GLASS SITE GLAZING COMPOUND 1/8" TEMPERED GLASS O 0 4° O 0 4 0 0 1 /Z" AIR SPACE O 0000 1/8" TEMPERED i hc GLASS SEE NOTE 3 NTHISSHT. gn INSULATED TEMPERED GLASS rI ACING DETAIL SHOWN w/ 1/2" STEEL INTERCEPT SPACER CLASSIC CRAFT' INTEGRAL GLAZING 1" INSILATED TEMPERED GLASS r.I ACING DETAL SHOWN W n_acSIG CRAFT" TCM LITE FRAME SIDELITE ONLY) 1, THE 27.5" x 50.19' DOOR LITE IS SECURED WITH (16) 18 X 1.75" PHILUPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0". 13.75 AND 24.5" FROM THE LEFT SIDE. THE SIDE STILE ANCHORS WERE LOCATED AT 3.0", 13.25'. 23.625' 33.875" AND 44.125' FROM THE BOTTOM OF THE LTTE FRAME. 2, SMC AND TCM LIP LITE ARE SECURED WITH (16) 08 x"1.75" PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT Z.125 FROM EACH END. SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5". 16.5 27.5" 38.375", 49.375" AND 60.375'. 3. THE SIOEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. SIDELITE ONLY) F. M-ANACT Lu NCO O coCL0 p Z O e7u) Lu Owco nWco x F 1, YJ SURDLNOCONSULrM1T5. INc 813.884.3831 DATE: 11 /7/01 wLL. NTS owa. —ay : WLN Cw- IR: RW ONAWx1L NO.: S-2178 S m 7 OF 9 4.03 1 OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP f--1.077- --j I--- 1.54" 42 SIDFUTE TOP & BOTTOM RAIL. FINGER JOINTED PONDEROSA PINE r1.47" -1 h m CC BOTTOM RAIL OWOODCOMPOSITE f--1.077' U) Sion rm BLANK SIDE S77L FINGER JOINTED PONDEROSA PINE QD CC TOP RAIL OWOODCOMPOSITE 5.75' IT 1 un SELF ADJUSTING SALE THRESHOLD 21aAlQMINUM/VINYL .045 WALL ALUM. ORO- THK. WALL VINYL TYP. O> 39" RED 4.565' NOAKCAPt1OOcocoO \ 0CCZCpp0 O tU:5W zi— ErO :r; o0 fQ Do WOOD023538WOOD FRAME i n Z4- — 1.46' CC HINGE SIDE SBLF W tD Q= CORE MATERIAL' LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULAI, EWOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. 1.9RT20' w w m to m a 0 R U U 4 c is o C NW z INSWING DOOR BOTTOM SWEEP jls o a DIM. VARIES co VINYL .080' MAX. WALL, .035- MIN. WALLp a `atov°i W/GLASS THK. _ N 1 z0y K40 x 1.79" PT THREAD SCREW, MAJOR DIA 4.Omm 2g cur. I rfF FRAME Z U NO Wr 1.375' 18-10 x 1 1/2" h PPH PLASCREW o IIII O O O / pp,, WNS Vl7AMeu N- IW. pz T . 097' D . G DIM. VARIES CHwaiQiFl%-k E O IINN N W/ GLASS THK. ^ srxe NTS mc. e*: WLN r JaiWwRW OWING N0 a6 TCM LITE FRAME t FLLE # 5-2178 L--- =778a9 N M 1 RMA TRU with ' Id Iren th .F min. = 00 si FIBERGLASS 2 0 WOOD CMPXM WOOD a LA04 SgfAn gocK (MM-MV, tVt OR 1.4r x 4.o3 4 aX -TRU & W 1.46' x 1.47 5 6 1 • PHILIPS PAN HEAD SCREW SrE L 6 POLYURETHANE FOAM BASF, 1.9lbs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRY FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP ttQAA- IK2L FOAM 9 4 x 4 HINGE .097 THK. THERMA-TRU S EL 10 10 x 3 4 LG. PFH W000 SCREW Hin to Frome STEEL 71 10 x 1 LG. PFH WOOD SCREW STEEL 12 1 8 x 2 LG, PFH WOOD SCREW STEEL 13 18 x 2 7 2" LG. PFH WOOD SCREW STEEL 14 INSWING DOOR BOTTOM SWEEP VINYL 15 2x OUTER WOOD TEST BUCK WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1,14 "SHIM MATERIAL WOOD 16 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 NOT USED 20 HER 4.565• x 1.17 THERMA-TRU PONDEROSA PINE)WOODFi1D SWING SELF-ADJUSTING SADDLE THRESHOLD WOOD ALUlV NGE AMB 4.565 x 1.17 THERMA-TRU PONDEROSA PINE WOOD TITAN 700 SERIEDEADBOLSTRAGALWINDJAMBERIIWR68T .052 WALL UM. 6060-TLAZING, k23KWIKSET 1 2 INSULATED TEMPERED GLASS GLASS OT USED8x1 • LG. PANHEAD SHEET METALSCREW MCELLASTICUPLITEMC, THOW7TRU nwitheldstrthFmin. = 6,200 psi 29 40 x I.4.Omm 2B STEEL 30 NOT USED 31 INSWING SIDELITE BOTTOM BOOT VINYL 32 1 8 THK. CELLULAR GLAZING TAPE S71K-II TAPE 33 100.04 DIA WIRE BADS STEEL 34 35 3 8" COVE MOLDING BliWK JAMB 4.S1i5x 1.17 THERHA-TRU, PlN40EROS4 PINE WOOD W000 36 MMW SIDE STILE -TRU 1S31 x .656 PONI>fROS4 PINE WOOD 37 010 x 1 3 4" LG. PFH WOOD SCREW STEEL 38 IATCH d4MB 4 565• r 1.17 -TRU PONDEROSA WOOD 39 NOT USED ALUM. 40 SILICONE CAULK SILICONE 41 NOT USED 42 Xa fT TOP & WTTON RAII TRU. 1-4 X.5.. FgFERDSI WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 PLASTIC UP LITE FRAME TCK THERMA-TRU TCM with yield stye th f min. = 4.674 si 47 8 X 1-3 4 PPH SCREW FOR ITEM 28 d 46 STEEL 48 GLAZING. 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 CC BOTTOU RAIL (1.50' x .863• THERWt-TRU WVOO CUWPOSnE) WOOD COMPOSITE 51 3 16 JAPWN ANCHORING ELCO. 1.75 16N. LG. STEEL 08 1 ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC '? YELLOW CHROMATE 3" 592" c _ N rnco NONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 7. 158" N T NDRILL TRU FOR tN A # 8 PFH WOO DRILL TRU FOR p? SCREW 2PLCS .357" IA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE O7 35" F- COMPRESSION WF—ATHERSTRIPBY THERMA-TRU 1" RETAINER BOLT FOAM CELL CORE W/VINYL JACKET 0 ygg{11 0 . I LLAL FLORA B. O- Y t co N Lj><+i ` o N 3. 1. 767" --i r X, kSTL Flu' # WINDJAMBER It WR68T 24 ASTRAGAL ( ALUMINUM 052" WALL TYPJ cr co 0 V0 co 8' Lo O W o 3QC) W EL U nR: I a z iQ i WR VO vWi 4V S2 o L_ iS j Uy a 813. 684.3831 L. 11/7/O1 uE NTS WLN RW wmc . 0: S- 2178 en 9 OF 9 Page 1 of 1 ' daphne From: "Matt Smurr" <msmurr@MorrisonHomes.Com> To: <daphneclarkinc@cfl.rr.com>; "Duane Shackelford"<DShackelford@MorrisonHomes.Com> Cc: "Tony Moore" <AMoore@MorrisonHomes.Com> Sent: Wednesday, March 10, 2004 10:40 AM Subject: Camden/ Keenes Point zoning & engineering HOLD URGENT ittiiiiiiiiiiiiiiitiiiii iiiiiiiiiiiiti IMMEDIATE ACTION NEEDS TO BE TAKEN / MODELS INVOLVED PLAT BOOK 56 PAGE 103-106 RECORDED 3-9-2004 someone needs to go down to county at 201 S. ROSLAND AVE DOWNTOWN ORLANDO an sit down to have holds released!!!!!!! 808 B03-013478 Model 3026B Right 11237 Camden Park Drive Dorchester 809 B03-013528 Model 3481A Left 11243 Camden Park Drive Wentworth 812 B03-013715 Spec 3026A Left 11325 North Camden Commons Drive Dorchester 813 B03-013720 Spec 2831 Left 11331 North Camden Commons Drive Buckingham 834 B03-013359 Spec 3481 Left 11321 Camden Park Drive Wentworth THANKS MATT 3/10/2004