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HomeMy WebLinkAbout253 Venetian Bay Cir 05-79 New SFHPERMIT ADDRESS 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 I SUBDIVISION PERMIT # 0 DATE \ C7 V PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE C 9 ity of Sanfor4 Certificate of Occupancy This is to certify that the building located at 253 Venetian Bay Circle for which permit number 05-79 was issued has been completed according to the plans and specifications filed in the permit, to wit as 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 Dat Conditions (if blank, no conditions apply) Building: F. Ortiz 03/04/05 Engineering: D. Richards 03/09/05 . ram, r Public Works: w - J. Crumpton 03/0905 d J Utilities: , R. Blake 03/10/05 l Fire Department: Zoning: Morrison Homes Property Owner 03/10/OS Building Official Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL. INSPECTION`' New Single Family** DATE: 03/08/05 PERMIT #: 05-79 ADDRESS: 253 Venetian Bay Cir CONTRACTOR: PHONE #: 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. r- Engineeri 3 1 oS- Public Works Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLE"fED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family**** DATE: 03/08/05 PERMIT #: 05-79 ADDRESS: 253 Venetian Bay Cir CONTRACTOR: PHONE #: Morrison Domes 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 ublic Works Zoning _ Utilities,tLrflat5F]rucensing CONDITIONS. (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY e REQUEST FOR FINAL INSPECTION r ! New Single Family**** DATE: 03/08/05 PERMIT #: 05-79 ADDRESS: 253 Venetian Bay Cir CONTRACTOR: Morrison Homes PHONE #: 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. F,ngineering Public Works Fire Zoning Utiliti : Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) r LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . Parcel Number . . . . . : Alternate location ID . : Location address . . . . : Primary related party . : Type, options, press Enter. S=View detail Opt "Dtescription CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240795 23.19.30.502-0000-0900 253 VENETIAN BAY CIR 3/09/05 16:19:03 Free -form information LOT 90 ***************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP05-79 PD 10-12-04 SEE REC #7235 3/4"WA METER SET FEE $190.00 PD 10-15-04 REC#7235 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel s I op t"/. f r.<,•/,. / p J / f-j- _ , ' ,L` / re. ., hr-19 r t3. 1 ie-,o 3 , t 1- FC- b f i •c' .I A,1';!lPF Nf _ hriesnvrkimek'! fit:sir,let t a= c. r i-'.Gl-, kC.,- ,f.,t..: R 2 v'a2.;-e er r,,a7`Jv (•qf "-G'.vU'1T'Cx2''. Wti tTevi C v w (Y tea G a ;` l3L•th i. ' %33 SiPdE"7s "7a 6i, C '1•s11 r.cm:i 06, cmipair. y Type: Residen6jal Commemial 3, i e Cghott8di@Lr Type: t c 0: 1 3 e s': l E a9Q 1'!S5 1T'dy 9iRl^ m: , ,O r' A* aasa, Ptrotar`. of 0-,7nershi)y A i,.tsaE v11eNeE d i. s) Owners I`dam€ Add ess: Contractor Name A Address: /r s }-q7 S- - AC'i3hRi' Triz a6: ieei a ?:ariaes f#t Ali +fiO Phone Fat:r e'tih 824 4 Bonding Company: -- - Address Mortgage Lender: -- Archiiect/ Engineer: - Phone: _ fed d ress.. . Applic- ationis hereby made to obtain a pe,;,,at to do the work and ins alli=fions: as indicated. I der6+%' £has no work or insialla on ha, corrmlertf"ed prior to the - issuanceofap ,,, ii and that all world -mll b, .,Lo„-n-ed to ?mot stan&pds of all laovs seo lating eonsctaeaon in this jut sdir_!kn. I un&n_ d eliaf a se-pa-atf pernitmustbesecuredforEL.EC T P ICAiWO? :r, PLUJAaINC; SiG! i": _V(E1 LS, POOt; FtltRNACES, BO LEAS; HEATERS, 3'J'04KS, and AIRCONDiTIONERS. etc. OYkt IEsZ'S AFF1DAyl! : i ee,-lb ;that al) of the fo going info,e,t-lion is acau --Etc and tha_a all work Brill Ce t doneino ce wit h i } rll applical'•lr. i.w;. , c.j,.,],ting Con' s uCnon and ion3 ig. ; "vow i irgC; TO OVvnrrR. YOUP, FA,'Ir UPE TrD PIECORD, A !•qO ICE OF r'G11>i11+ENCEnm; s iraT tA'.' ::?;JUI.i T7 t 0 )1 l') l !. Ti:dv TWICErOr1NIPFiOJt/(Ei3T5 ?Ci YOUR MOPE Y. et YOU liv i rjraj T O O? lAiid r 1I! iyCT1 1G, Cf9!`I 1i 7 eUt iFlYOUR t ? E>>DEIZ ))t !,) At1OMEYBFOPFP_F_;COFJlidG YOUR NOTICE OF CC,14 1AENTCE AE-I' T. n 1-1) n NOTICE: I-] addition to the requirements of this pe, ,tit, there ,,stay be additional resu ictimsapplicable to thiscodmjstandtheremaybeaddi'iional . ,equired ,em other gown„ ental eniides such zs//ov a// Acceptance of permit is ve7fication that i N611 notify die owner of the proper; cf the require nt M y Flo Jtgnature of Owner/Agent e;»'Law, 713, Date Signaq ofCondracto Agent Fund in Uie public t.-_ot—ds of agencic., rn ir.dr.tal gg ncies Date 0 7 2004 Pnnt Owner/ Agent's Name Pn I Conhactor .Aoenl's l me DEC 0 7 2004 Signawre ofNotary -State of Flonda Date Signature of Ko_ -.-State of Flonda Date Owner/Agent is _ Personal]., K'no+,n to ,tile or Contractor/Ac: '. u Personal,, Known to Mt or Produced IDProduct" :D PPLICAI ION APPROVED 13Y Bldg Zoning Imual & D' atc) 17icG,l l ondilions:, Initial cC Date)(Ianan:itaa,izcl)a:Set);,I_D is MIRIi DI? C.TURNER F ,Y CDP,4M,lggnu ff nn Ra EXPIRES: June 14 2007 o and d Tnri wo!a V PLb.io undeavriters Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) February 18, 2005 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 90 Venetian Bay, 253 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 253 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 90, "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, YAssociates Inc. A P.L.S. Vice President WAH/dd FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number' MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 253 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 90 ," 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 B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8, FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, ARIAO Complete Items C3. a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? [:]Yes ®No o a) Top of bottom floor (including basement or enclosure) 14. 9 ft.(m) 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 d) Attached garage (top of slab) 14. 6 ft.(m) o e) Lowest elevation of machinery and/or equipment _. servicing the building (Describe in a Comments area) 14.3 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 13. 9 ft.(m) o g) Highest adjacent (finished) grade (HAG) 14.0 ft (m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Registered Land Surveyor No. 3182 Florida 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. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME William A. Herx LICENSE NUMBER PLS 3182 TITLE Registered Land Surveyor COMPANY NAME Herx & Associates, Inc. ADD E S CITY STATE ZIP CODE 76 (ASlas Avenue Altamonte Springs FL 32714 SI N DATE TELEPHONE February 18, 2005 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. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX N0, 253 Venetian Bav Circle CITY SANFORD STATE FL ZIP CODE Company NAIC Number 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner, COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified 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. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(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 C3.1 only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal 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. Compiete the applicable itern(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or commun4issued BFE) or Zone AO. 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 SIGNATURE COMMENTS TELEPHONE DATE Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions r fferx A* .4ssociales 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 DLINEBEARING IS rANCE L I N 89°59'43-E 50.00' L 2 S 89°59'43"W 50.00' LOT 70 LOT 69 LOT 68 L I FD IR NO CAP LOT 90 5.500 SO. FT. 13' v 5.0 3-A - O 40. 0' O O O O 1846) O LANTANA ELEV. -A.B 6 C' SINGLE FAMILY RESIDENCE a rn FIN. FL. LOT 89 3 a ELEvr 14 9 LLI z LOT 91 1\ w w o aw O O - O O~ 0 6. 7' a a Ow 12. 0 C 21.3' Z Vo N O, SET NAIL d DISK, '0.3 LB* 4937 0.3' TO BOW 85.00' 0.3J \-FD NAIL 6 DISK LB* 4937 0.3' TO BOW 43P. c.R. N 89°59'-E V 574.00' REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY of SANFORD (50' R/W) TRACT -F" PRIVATE ROADWAY LEGAL DESCRIPTION Lot 90. - 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.Dated 0 4 / 1 7 / 9 5 City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plottin from Flood Insurance Rate Maps 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 responsibitty for actual flooding conditions concerning this parcel General Notes: 1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. 8. Copies of this Survey may be made for the original transaction only. Denotes W iron rod with yellow plastic cap marked L84937 or LS3182, or iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 0 2005 Herx & Associates Inc. All rights reserved Note: Bearinqs shown hereon ore referenced to the C/L of VENETIAN BAY CIRCLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. Legend N Temporary Benchmark O/S O R.B. Offset al Records Book assumed datum) PB PlatPlat Book BOW Back of sidewalk PC Point of Curvature C/L Centerline PC. Point of Compound Curvature d Central or (Delta) Angle P.. C.P. Permanent Control Point CALC Calculated P Page CB Chord Bearing P..RR M. Permanent Reference Monument CD Chord PA Property Line C. M. Concrete Monument P 0. Point of Beginning EL. or ELEV Elevation (Proposed) P.O.0C. . Pointof Commotion nt FINAL EL. Elevation (Measured) P.1. Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin.Fl. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius I.R. Iron Rod RAD Radial Line L Arc Length RES. Residence LB Licensed Business RIW Right -of -Way LS. Land Surveyor TBM Temporary Benchmark Mea Measured TYP. Typical N/D( NdD) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawinq) Certification: Not valid without the slg urea the original raised seal of a Florida licensed Surveyor and Me per Dr o a n by : CM Slander" meets the requirements ! Florida nimum Technical Checked b y : DP Slanda as contained in Chap r 6 1 -6 FI a Administrative Code. P r e p o r e d For: MOR R I SON Job Numbe- 30' a/ l C>r'K G Plot pion performed: 06-01-04 William A. Herx, P.L.S. Florida Registered Land rveyor No. 3182 Mode 1 Ch o n 9 e : 07 - 13 - 04 Darae L. Przemieniecki, P.S.M. Registered Surve r and Mapper No. 6030 Fo u n d o t i o n Survey: 1 1 - 02 04 William R. He P. S.M. Registered Surveyor and pper No. 6092 Final Survey: 02 - 16 - 05 Hen 8 Associates Inc., State or Florida LB 4937 FEB 1 7 2005 Revisions ' i 2-03-20d 12:59Ph1 FRU-1 Job Address; d53mm 1/n P j a„ Description of Work:ayOm ` CITY OF SANPORD PERMIT APPLICATION c,„ Date: 1 J j o `1 Historic District: Zoning: Value of Work: S Permit Typct Building Qbxtrical Mocltanical Plumbitmg< Fitt SpdnklcrfAltum Pool Electrical: New SeMoc — # 01AMPS AdditiotJAheration Change of Service Temporary Pole Mechanical: Rtsiden4a) Non-Rtsidentilti ktp)amrr>e v Now (Duct Layout do )3ncW Cole. Roquited) Plumbing/ New Commercial: # of Fixtures 'A # of Water & Sewtr Lines p of Gas Lines Plumbing/New ResidentfaL # of Water C103cts7_ Plumbiog Repair — Residential or Commercial Occupancy Ti pe: Residential —'X-- t ommerclal Industrial Total Square Foolmet: Construction Typt: # of Stories: # of Dwtlling Uriti: Flood Zoat: (FKMA form rtigetrod for ether taus X) Parcel M: ( Attach Proof of Ownership Ac Lagal Daectipdon) Owners Name X Addreu: C C S n e, C XA h -. t I . Coatrattor Name dk Addreu: Phone & Fax: '51-661 Bonding Company. Addrets: Montage (cndcr. Address: Arcf,ItetUBnglneor: Addreta: Staic 1-1ceatt Number: L Y L 0 V en 1) W k 4 P Phone: ` Phone; Fax Application Is hereby made to obtain a permit to do the work turd installation, as indicatod. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwiUbeperformedtoMottttandsrdaofalllawsregulatingoonttructionisthisjurisdictionIundorstaedthatasepsratePermitmustbc.seturod for ELECTRICAL WORK. PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS, andAIRCONDITIONERS, ctc. Itl,rn.S( 6 IV A OWNER'S AFFIDA VIT: l ""ifY that allot the rote going Information is accurate and thm all work will be done Io eompliutot with all applicable Laws rtgulatitrgoonsouctmonandzoning. WARNING TOOWNBR: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT rN YOUR PAYINCiTWICEFORIMPROVBM6NTSTOYOURPROPBRTY. If YOU INTEND TO OBTAIN FINANCING, OONSULT W(Tt( YOUR LENDER OR ANATTORNEYBEFORER8CORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the mequirernems of lids permit, thus maybe additional restrictions applicable to this progxtry dal may be found in the public rocodds ofthiscounry, and them may be additional pennies retluitod (torn other governmental entities tud, as water mansgcrncot distticrs, tuts ageneies, or federal sgettaa. AKeptanco of permit Is r ri motion slut l , •11 notify the owner of the property of the require of F Lien Law, IFS 713. /`` Sig cofOwner/Agcn ,DarelO `1( 5-v lSitoofonttattodAgcntData a4C a ne ever 6-1 AF"- nOwgjdr/ A gcnt'sNar, ePrint Conuacto(1Agtntl Name l s G Signature of Notary -Sate of florlda Datc 5I dtu Cn nro-of-Flortd DEBBIE BLANTON FAY COMMISSION # DO 18U91Owner/Agcm Is+ P` ettonalty Known to Me Or Centeno dA Psoduced IO - PCsIEa'd4r}$:(F'e"i?W,2407 h ut 6b AICli(#p DW-U-MWoc. Co. APPLICATION APPROVED BY: Bldg: Special Conditions: Initial & Date) T. Karen Gilman10 My Commission DD315074, i Expires May 03, 200E a tv Zoning: Utrlitics: PD Initial k Dare) (Initial & Date) (Initial er Late) CITY OF SANFORD PERMIT APPLICATION Permit #: O S, o o n g Date: Job Address: cZ 433 Cal C, Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building 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: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name &Address: tomf ©,5O C1 ©M QS 1 S S `LJ tNaV ` t ' /hit` / Lp• t a h a11ry Phone: _ 1``tf 0 ! " t0 919 — 0i fir% t --t- Contractor Name &Address: C_ 5 (` y(1 C, (.S , . p' 'i` 3 t 3' ( .-' State License Number: Phone & Fax: - ti S-1r 3 Q-,)• Omj goutactPerson: JC2 U S r Phone•_M0" Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: 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 installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem o Florida Lien Law, FS 71 . Signature of Owner/Agent Date Signature of Con r/ —e nt Date Print Owner/ Agent's Name Print Co or/Agent's Name r AW* dovw Signature of Notary -State of Florida Date Sig of Notary -State of Florida ap a[4 Cortunissaon DD272609 or r~ ji Expires December 07 2007 Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Contractor/ Agent is _!/_Personaily Known to Me or Produced ID _ Utilities: FD: initial & Date) ( initial & Date) (Initial & Date) PARu T.^ DAT / [} STATEMENT NUMBER 104-76354'- + p BUILDING -___----_ UNIT ADDRESS: r= s s/^---~~- - {` SANF[<DJ\)RISDICTION: 06 !C _--- --_------- TRAFFIC ZONE: - x, __ PARCEL: _______ Dj rurrnnnY O01 - Single Fawil Detached House TypE USE: Residential Family House: D tachede C onstruction WORK DESCRIPTION: Single FEE UNIl RATE PER # & TYPE TOTAL DUE BE]FIT RATE OF UNITS TYPE_________DIST______________________________________________________________ SC*EDULE DESC. UNIT ROADS w CO IDEO dwl unit 705.00 ARTERIALS ROADS dwl unit 142.00 COLLECTORS NORTH O CO-WIDE O dwl unit 1 $ 5400 LIBRARY CO - WIDE O dwl unit 1 $ 1 384 OO SCHOOLS AMOUN| D $ 2 285' 0O STATEMENT SIGNATURE: RECEIVED B --- P EASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/ APPLICANT: FAILURE TO NOTIFY WNER*AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE . DISTRIBUTION: 1-COUNTY 3- CITY 2-APPLICANT 4-COUNTY NOTE** ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH PERSOH5E AwD PAYABLE PRIOR TO ISSUANCE OF A BUILDINGPERMIT. ARE uU PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT,TOR OWNER, APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY 5Y n onx/u: TO IMPACT FEES MUST BE EXERCISED BY FILING EDUCATIONAL (SCHOOL)ITHIN 45 CALENDAR DAyS OF THE RECEIVING A WRITTEN REQUESTgyw BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR SIGNATURE DAl *kQU:'TFORREVIEWMUSTMEETTHEAEQUIREMENTSOFTHEOCCUPAIF(^DiH1V«FOP NTCODE COPIES OF THE RULES GOVERNING APPEALS COUNTY *wKE»Uc OncREQUEST^ D, FROM THE PLAN IMPLEMENTATION OFFICE: MAY1BHApTcFI»STr TRxET, SANF^ RD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING D PARTly IENT 3OO 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 LEFT OF THE NOTICE. STATEMENT IS VALID ONLY IN CONJUNCTION WITH IS UANCE OF A*** THIS************SINGLE FAMILY BUILDINGID CITY OF SANFORD PERMIT APPLICATION Permit #.: Job Address: ,- Description of Work: Historic District: Zoning: Value of Work: Date: AUG 2 41004 Permit Type: Building NeElectrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole V` 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 VA Commercial Industrial Total Square Footage: 3/ • Construction Type: GM # of Stories: _ # of Dwelling Units: _ Flood Zone: _X (FEMA form required for other than X) Parcel #: Z6 ' 11' AA Owners Name & Address: /Y S15ocrrHH l Utz Contractor Name & Address: Phone & Fax:W201 Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: 437 5" 02— 0000 Attach - Proof of Ownership & Legal Description) 1L rT 96 i 9 - 1t 1 4o7AZT0071 I o State LicenseNummber' ti/` V / --/ e_ r L. a•+' Contact Person: RJ P C1,4fK Phonel407)r26/ 7Y0 n111; % I uU - Phone: ( 4 / Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS; HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQ OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: to 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 jhere may be additional permits required from other governmental entities such as ater management districts, state agencies, or federal agencies. Acceptance o rm' is verification that 1 will notify the owner f the roperty of the requirem f Florida Lien Law, FS 713. v tr N 8 o N Signature of Owner/Agent a Signature of Contractor/Agent D e IQ = N g Print Owner/ t' Print Contrac e ¢ F!F Z Q 1 --- • . tu 1 o Signatur o N -State of Florida D to Signature o State of Florida Date m U X > tii ro Owner/ Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or 60 _ Produced ID Nf} Produced ID N/4 a - 11 FD: r APPLKATION APPROVED BY: Bldg: 6 Zoning: Utilities: Initial & Date) ( Initial & Date) (initial & Date) (Initial & Date) Special Conditions: dgPhhBcla c,» c@ c/•rr. conk . <It map, t 9-- I Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. C fS I MARYANNE MIjkR --, CLERIC CIF CIRCUIT COURT SEMINOLE C104TY zit (Yc 5432 rtG 0736 CLERK'S #i 2004133719 RECORDED M/2S/2Rrli4 69:57:54 AN RECORDINS FEES 10.0 RECI)6d U BY L McKinley GfaIIFiF.II l,rOPq . K OF CIRCO'r t;4)Lo fz t ounty o emmo e. 2004AUG25 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance. with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. 3. 4. S. 6. 7. Description of property: j f' Lot Number -! 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 c I C L Sanford, FL General description of improvements New single family residence Owner information : Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629- 0077 Fax Number (407) 629- 5282 Fee Simple Title Holder: N.A. Contractor: Name Marek Bakun Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: Surety : N.A. 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(l)( 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 f ecording. Date Signed A 4 —, " A Signature of OwQer' s Agent, MarekBak un Sworn to and subscri ore me this by Marek Bakun, who is personally known to me. 0". ' .NC' D. A. aaRK MY COMMISSION # DO 21.4811 Signature of Notary: NotarySeal: EXPIRES: June 27, 2007 g 'j9rFOFFI\Oe Bonded Thai Rndoet Wpm Services rSeminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re web.seminole_county title?PARCE. . PARCEL DETAIL Q <J Back Seminole. County no erly miur e erwires 1101 K. Ir131 St. Onfora 1,1. 12771 403-r .,5-7506 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0900 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: 253 VENETIAN BAY CIR SANFORD 32771 Just/Market 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 Vacllmp 2003 Taxable Value: WARRANTY DEED 11/2003 05091, 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 90 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. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1 of 1 7/19/2004 7:41 AM LIMITED POWER OF ATTORNEY DATE. AUG 2 4 2004 I HEREBY NAME AND APPOINT: DAPHNE CLAM GUSTAV BOTES EACH AN AGENT OF: MOR ISON HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: %" C FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CENT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this DATE: AUG 2 4 2004 BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. OF • I GP0000r090000e0rQUUNeee HrHOUrlrtleeNYUeeY w uv,+,, (AURA iC MOBSON Y Y P Commission,* DD0143651 NOTARY SEAL. : 211; B o0a rough 800-432 4254) Florida Notary Assn., Inc. m.................................................. e oc Wl 1111111111,- \! a s 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 L I NE BEAR I NG Map 9fj §tidy L I N 89° 59 ' 43 "E 50. 00 ' PLANSL2S89°59'43"W 50.00' CITY OFSANFopn LOT 70 LOT 69 LI LOT 90 B" GRADING 5. 500 SO, FT O o 40. 0' O O 1846) LANTANA ELEV. • A.B 6 C• SINGLE FAMILY RESIDENCE " a o` FIN. FL. LOT 89 o ELEv: 14.6 a O 0 40. 0'W 6.7' a O w .12. 0' 21. 3' n LN L2 N U NLOT 68 I Luz LOT 91 85. 00' I N 89°59'437E V 574.00' REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT "F " PRIVATE ROADWAY LEGAL DESCRIPTION Lot 90. " V E N E T I A N BA 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 hes within Flood Zone X". according to the Flood hsurance Rate Map Community Panel Number 120289 0035E.Doted 04/17/95. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plotting from Flood hsurance Rate Maps pprovided by FEMA. No field surveying was performed by this Firm to determine flue Zone. The exact zone location can only be determined by an elevation study. We assume no responsib ty for actual floodng conditions concerning this parcel. 0 0 N / P. C.P. SETBACKSMax Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. _ 5 I ' Minimum Lot Width 50' LOT S0. FT. IMPERVIOUS AREA - 2.825SO.FT. Note: Bearings shown hereon are referenced to the C/L 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: 1. This is a BOUNDARY Survey performed in the field on PR 0 PO S E D Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark CYS O. R. B. Offset Official Records Book subsurface/aerial encroachments, if any, were located. assumed datum) PB Plat Book 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved GL Centerline PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown d CALC Central or ( Delta) Angle Calculated P. C. P. Permanent Control Paint - only to depict the proposed or actual difference in elevation relative to the assumed CS Chord Bearing PG.' P. R. M. Page Permanent Reference Monument temporary Benchmark shown. hereon. CD Chord P/L Property Line 5. the parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument P.0.B. Point of Beginning Rights -of - way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed)' P.O.C. Point of Commencement Public Records has been made by this office. FINAL EL. Elevation (Measured) P.I. Pointof Intersection 6. The legal description shown hereon is as furnished by client. FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe PT. Point of Tangency 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod R RAD Radius Radial Line s Denotes A"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. LB Licensed Business RIW Right-of-way O Denotes P.C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mea N/ D( N&D) Measured Nail and Disk TVP. Typical 2004 Herx & Associates Inc. All rights reserved 9 N.R. Not Radial Fence symbol ( see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and ApA&r This survey meets the require fs 1 the F ida Minimum Technics rds as contained in Cha a 1G17-6 londa Administrative e C4 c , VQfmU/Y) UkYA—"\ William A. Herx, P.L.S. Florida Registered and Surveyor No. 3182 Darae L. Przemieniecki, P. S.M. Registers urveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surve and Mapper No. 6092 Herx & Associates Inc., State of Florida L 937 Sketch of Legal Description This is not a Survey Drown by: CM Chocked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scalo 1 - 30' Plot plan performed: 06-01-04 Model Cho n9e: 07-13-04 Foundotion Survoy: FinoI Survey: Revisions • TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z22137B Address 1 VENETIAN BAY Address 2 LOT 90 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 W130109 Building supply a.1'11'+LitSULyco rpany ORLANDO TRUSS DIVISION D BA SMYTH LUMBER CO. 2722 APOPKA BLVD. APOPKA, FL703 407-299 1- I FAx:4,97-29, 915:3 Engineer of Record HOME DESIGN SERVICES OF 580 CAPE COD LANE #9, ALTAMONTE, FL AA#2665 Or Building Designer: Seal Da ' ; l 3-Jul-04 Truss En Aeer: 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 E2 R2 E3 R3 C1 R4 C2 R5 C2A R6 C3 R7 R8 R9 R10 R11-2PLY R12 R13 R14 R15 R16 R 17 R18 R19 R20 R21 R22 V1 V2 V3 V4 H1 H2 H3 Ell 36 Plus Standard Details VIEWED N' RDru Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 6i o C2 r EI E C2 0. C'I L A a FI3 FI2 Flo Fe F6 F"I Fz 14 2' 34 Z' PI o' F3 F5 / F7 F9 to 5 3 2' FI1-2FL1 FH \> y E2 V4 I 2. to, o. IA FI6 vd P.22 FI7 y F.' 0 0'. CZ i E3 C3 2 0• Cl r EI GvI, GZ 8 C2 3' G3 o' Iz' o' G' ZI rNEEa ALL To I-HEEWALL TO The Truss Engineer's seal, when appplied confirms the placement of the truss framing as it relates to the truss designs specific forthis structure. The truss framing is based upon the 12' o' FL, HT. review of plans, drawings and specifications provided by the building design professional. o The building design professional has final approval of the truss framing and/or truss placement plan. The desiggn of the temporary and permanent bracing, the diaphragm system, William M. Ranieri PE shear walls and structure elements to resist lateral loads from wind and/or seismic activity is the responsibility of the building design professional. Additional appproval by the building design professional shall include, but not be limited to, design Ioading. lengths, profiles, FL Lic. No. 42764 pitches and depths. j7C 4 VIC; w Lo rRLI SEh W/ P,AI':•ED FEELS IG Lg. 9AGK r 01 BLOCI' a VZ' (N'I FP,AI.E WALLS W"(TH LIJME'EF\ GO. FOOF TFU'=) DIVI"IOI`J 2722 SouTH AFOFKA e,L-VO, AFOPKA, FL 3Z703 407) 2qq - 1521' FA' (407) 21111 - 11153 Erlclineerin9 Ger'tificate of 4utll0ri76ltion # g213 f-vIOTES I) IT F TFE PLWEF'h F.E`N T F AN A TOM'F -, E-ASN )P,6=65FLCEN- FLAN AND TF.1 55 DESk,N OP,AWWGS AGAtJhT FIELD COIVTINJS ANP DESk:N NTENT FEFEFEWE: SECTVH IA 21) AW.Y/Tn Fir ) AFf'UVED. Mtk IFFNTI SKidEO _________________ DATE _______________ Z) TF1!5`,f5 M.w;T NOT eE COT OF ALTMED IJ ANY WAY MTHOI.IT PBOR AUTF O IZAT0.NJ BY 'WYTH TF,IISS CCNrf LW i) TP1I55E5 THAT AFE CUT OP ALTEFED WTHOIIT AUT-10n[ATkN! WLL PE P,EFAKT'D OF FEFLACED AT LUSTObEF'i EkrENSE, 4) BAC: WF(fS OF ANY KIT W1 L I•OT PE LCN\FiCEFEO WIT"XIT FF,k.V F.EVEW AM' WIITTEN CCIJSENT DY ',MYTH TFU55 COI.fMAY DETAIL`? REFER TO H6 11 IFECOI.MEhL)ATKAAFS FOP, 1-14"X K, IJSTALLATIC14, NS M' TEOFAFY PEACM, FEFEF TO EM(*JEEF.ED DF,AWI11,,5 FOP PERMANENT MCIJG FEOLEED L) ALL TRVSSEh ll'ILLI DIY TFVSSE: mv, r VALLEY FRAMJL,I M. 5T PE CUI.PLETELY DE(XS' F F•EFEF, TO VALLEY TFU55 DETALI FUFALTEF.NATE LIFACN6 FEOLREMENT5 3) ALL VALLEYS TO BE CUNJENITICIJALLY FF,AE LY PU-DEP. NTEF]OR LOAD e£APHr, WALLS ALL 1001 TFVSS N11161 S TO PE SI,ES(AJ HJ524 OF. LwiP A,ANT-SAG) TWZ( UNLEhS NOTED OTFEFW15E. SIMPSON I LISP KANT-SAG W - HUS26 OR THD26 V • HUS28 OR THD28 E) • HHUS28. 2 OR THD28.2 Col • HHUS48 OR THD48 T) • HGUS26. 2 OR THDH26-2 V • HGUS28- 2 OR THOH28-2 lo' • HGUS28- 3 OR THDR28.3 Id`• SUUR210 OR SKH21OUR U- HGUS48 OR THDH48 Or • THA422 OR MSH422 ID- THAC422 OR MSH4221F U0,- HUC410 OR HD4101F THJA26 OR HJC26 IN 116T R n' oFFI50N HOME WE: 6346A ANTANA AcT, LFV " DOF U (`STD) LCCl)10 - KI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 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. 5X6= IM13 uwu YMCYAIXCU rKvn l,vmru ICn lrlrlll 1—uj a Vll—holy ) + • 120 MPH WIND, 14.35 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 9-4-0 J A = JAO= JAU= 3X6(Al) = 3X6(Al) 1-4-0 1-4-0 H J 20-0-0 20-0-0 40-0-0 Over 2 Supports I R=1557 U=474 W=8" R=1557 U=474 W=8" PLT TYP. Wave TPI 95 R Desi gn. Crit: TPI STD 6.10 OTY[6 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 O'ONOFRIO DR SUITE 200 MADIONNI53719). FOR SAFETY PRACTICES PRIOR TO11F1 VVVPERFORNIINGTHESEFUHCTIONS.UNLESS07HERW[SE INDICATED. TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD $HALL 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 A A- LLINSTITUTE.583 noi42704: T C TC BC L L DL DL 20.0 7.0 10.0 P PSFDATE PSF S F R E F R 3 5 2-- 2 0 6 7 3 07/14/03 YH MBER Q F200F:TRU$$UIV($(ON : DRW SLTUSR352 S L T - E N G / W M R2722SOUTHAPOPKABLW 0AF6FiFL3273 : 407 299 7;622 .: Fnx;407299p9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS ( NAT IO NAL. DES IGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECT00.5 ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERssNA1.E 1 STA OF, ti B C TOT L L L D 0.0 37.0 0 P P S F S F S E Q N 36089 D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING ._ :: CERTIFICATE OF'AUh10RZ7t X170N92C6 DRAWINGS 160 A-Z. THE SEAL ON THIS D RAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER INC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH [5 BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1OR F11995 HSECTIONC 2 03LAR Jul 14SPACING24.0 JREF- 1S4G352_ZO4 cccLSXrs - nc TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 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. 3X6 (A1) 120 MPH WIND, 14.10 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD 5X6= 5X6= 2. 5X4 0 2.5X4 6 r— —1 6 5 X 615? 5 X 6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6(A1) 1-4-0 1-4-0 J H Z-O- I 19-0-0 I I 19-0-0 1 40-0-0 Over 2 Supports ' I R=1557 U=475 W=8" R=1557 U=475 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:::1 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDAiBRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MAD ISO H, WI 537E ). FOR SAFETY PRACTICES PRIOR TOIFI i'' SMYTH:LUMBER STRUCCTURAL PANELS. BOTTOMERFORMINGTHESESCHORDESS SHALLHHAVESA PROPERLYDATTACHEDORDIGIDALL HAVE CEILINGPROPERLY ATTACHED 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 M ,:R,41 lT+ 42704 jR6 T C T C BC L L D L DL 20.0 7.0 10.0 P P PSF S F S F R E F R 3 5 2-- 2 0 6 7 4 DATE 07/14/03 Cm DRW SLTUSR352 S L T - E N G 4JM R2722SO&M APOPIEA BWO.: APoaiv FL 32703 4O7 299 1 522 FAX:- 407-29"153OTHERWISE PROFESSIONAL ENGINEERING,, - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASiM A653 CR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 9-Z. THEk SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 7 7f7 s STATE OF S Pf AL.. B C TOT.LD. L L 0 37.0 0 PSF PSF F SEON- 38594 s D U R F A C 1.25 FROM SLLC SPACING 2 4 0 " J REF 71J4G352L O p , 4 CERTIFICATE OF ALTHORQi1TiON 4W 181 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. J U I 1 4:::! . .. TOP CHORD 2x4 SP $2 120 MPH WIND, 13.90 FT MEAN HGT, ASCE 7-98,•CLOSED2BLDG, NOT LOCATED BOT CHORD 2x4 SP ##2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0PSF, WIND WEBS 2x4 SP ##3 BCDL=5.0 PSF. A) lx4 ##3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. NAILS @ 6" OC. 3X6( Al) 5X6= 5X6= 2. 5X4 1?- 2.5X4 6 r -1 6 5 X 6 % 5X6 A) ( A) 9- 4-0 5X10= 5X6= 3X6 ( A1) 1- 4-0 1-4-0 ry ry I 18-2-8 I 3-7-0 I 18-2-8 _I 40- 0-0 Over 2 Supports =j R= 1557 U=476 W=8" R=1557 U=476 W=8" PLT TYP. Wave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 p Tfmmm FL 1 - R - Scale=.1875" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 5 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE '1_9ITINSTITUTE, 583 D'0NOFRIO DR.. SUITE 200, MAOISO N. WI 53719), FOR SAFETY PRACTICES PRIOR TO Q IFI v^.,p' / PERF0RMINC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED .fGYI'- !'% • T C D L 7. 0 P S F D A T E 0 7/ 1 4/ 0 3 SMYTH 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 1 ND 42704 s l BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO•'* PI: 27ZZ SOUTH APOPKA 6LVD: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND S APOFKA FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NITS (NATIONAL DESIGN STATE OF, l( BC LL Q •.Q PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAF ER ASSOCIATION) AND TPI. ALPINE ::•'.; O R,OP '•j aozssTszzTOT.LD. 37.0 PSF SEQN- 20274 FAx407 299.9 153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ;: !., •_ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED Oil THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING'vNA:. D U R . F A C 1.25 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORFZAT10N 49218- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 14 40 3 S P A C I N G 24. 0" J REF - 1 S 4 G 3 5 2_Z 0 4 ANSI/ TPI 1-1995 SECTION 2. r LLC1.3/b - K4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 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. 3X6 (Al) .= In1.3 UAL, rnErAMtU rNUM LUP1rUILK 11NrrUi kLUAUJ 6. UiYrll,JIVN,J) 3UDrl1I ICU DI 1-00 rirn 120 MPH WIND, 13.60 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. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 5X6= 2.5X4 1 2.5X4 6 r —I 6 5 X 6 % 5 X 6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6(A1) 1-4-0 1-4-0 I 17-0-0 I 6-0-0 _I— 17-0-0 40-0-0 Over 2 Supports _ J R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTYIl FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO: f` 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 RESPONSIBLENSIBLE FOR AN DEVIATION FROM THIS DESIGNC,N; ANY FAILURE TO C -: J NO 427Q4 T C TIC 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-- 2 0 6 7 6 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 07114103 DRW SLTUSR352 S L T- E N G / W M Ri272250WT'HAPOPKABLVD : APO PKA FL 92703 407299-1522 FAX 4O7 2,99-91 rjH BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF S A ` R,0 s.•f / Y B C TOT.LD. L L 0.0 37.0 P S F PSF SEQN 38591 D U R F A C . 1.25 FROM CJ L CPROFESSIONA4ENGINEERING,.: :: CERTTFICATE OF ALITHORQAT1ON 4921'8: DRAWINGS 160 'r-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 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 1995 SECTION 2. At 14-''os SPACING SPACING 24.0" JREF- 1S4G352_Z04 1 I H I J UWU NKLF'AKLU hKUFI LUMKUItK INFU I (LUAU) h U1 f9tIN31 uHz,)-3UDriiI ICY DI IKu33 rlrn. TOP CHORD 2x4 SP #2 ®' BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. 120 MPH WIND, 13.40 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4= 5X6= El 2. 5X4% 2.5X4 6 ( A) (A) 6 5 X 6 0 5 X 6 9- 4-0 2 5X4 = 5X8= 5X8= 2 5X4 3X6( Al) = 3X6(Al) 1- 4-0 1-4-0 H rJ I_ 16-2-8 _1_ 7-7-0 I 16-2-8 _I 40- 0-0 Over 2 Supports J R= 1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 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 INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON. WE 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, DOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. s. M, M. / I- N p11FIC,q'•:' , 3dT G T C L L D L 20. 0 7. 0 P S F P S F R E F R 3 5 2- - 2 0 6 7 7 SMYTH LUMBER CQ.. DATE 0 7 / 1 4 / 0 3 DRW SLTUSR352 y"*IMPORTANT** rcOOF;TRUSSDIVISION 2722 SOUTH APOPKA BLVb, APOPKA, FL 32703 407- 299-1 622 F' Ax::407-299-9153 .: FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CO N TRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE -W WITHTPI; OR FABRICATING, HANDLING, SHIPPING,, INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION FUBLI SH ED BY THE AM ER [CAN FOREST ANO-PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By ASThI A653 GR40 GALY. STEEL. E%CEF7 AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER F : N0.42704 ' . ESTATE OF 4 Pj k, OR/O..• BC B C T 0 T DL L L L D . 10. 0 0. 0 37. 0 PSF P S F P S F S L T - E N G W M R . S EON - 20242 OUR. PAC. 1 25 FROM SLC PROFESSIONALENGINEERINGDRAW 114GS 160 A Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF FRD IS NAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i1 4 M/ i. CERTIFICATE OF:AUTHORIZ TION 4921.E COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION ;.- u l1 4:: SPACING 2 4 0 J REF - 1 S 4 G 3 5 2_Z 0 4 LLLII10 no) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 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. 3X6 (Al) IMIJ UNU rnttANLU rKUM IUMNUILK INf UI (LUAUJ 6. UIMLNJIUNJ) Uwml lIrU cl ircua,, rH-K 120 MPH WIND, 13.10 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4= 5X6= 5X6 0 5X6 6 r<(A) (A) 6 A) 9 4-0 2XA 5X8= 5X8= 2X4111 3X6(A1) 1-4-0 1-4-0 rr ram• 1_ 15-0-0 _1_ 10-0-0 _1_ 15-0-0 _I 40-0-0 Over 2 Supports R=1557 U=480 W=8" R=1557 U=480 W=8" PLT TYP. Wave TPI 95 R D e s i g n Crit: TPI STD) /FLBC 6.10 OTYt1 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING,. SHIPPING, INSTALLING AND M• R r c L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 8BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). -PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD ISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO .'FI "•.cPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOF CHORD SHALL HAVE PROPERLY ATTACHED : ,• : T C D L 7.0 PSFF D A T E 0 7/ 1 4/ 0 3 SMYTH LUMBER Co. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F200F:TROSSCi1Y1510N "IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N6242704 r BC DL 10.0 PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 i 1 Z%ZZ SOUTH L :32 4 BLVD. BRACBUILDINGHOFTTRUSSES. USSES COTHIISMANCEDESIONWITHCONFORMSOWITHFABRICATING. APPLICABLE PROHANDLING, VISIDNSSHIPPING. NATIONALIDESIGN - R B L L 0. 0 P S F SET- E N G W M R NG AND Af' O PKA FL 3z7o3 • STATE OF / 407 299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C CONNECTORSAREMADEDFZOGAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •'• R`Oa. V T 0 T. L D. 37.0 P J F S E Q N- 38588 FAX :407-299-91 53 : EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS .: 'iZ1S ..•• .1: PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYSOLELY7FOR STHE EAL TRUSSICOMPONENTDES DRAWING SIGNTSHOWNESCEPTATHENCESUITABILITYDANDUSENALIOFETHIS RING`+ DW R• F A C• r 1. 25 FROM S L C CEMIF[c; m OF:AUTPIORRATION #9218 COMPONENT 1 FOR ANY RTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER .J U I 1 ::: s - SPACING 24. 0" J REF - 1 S 4 G 3 5 2_Z 0 4 TOP CHORD 2x4 SP #2 ` BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.. 3X6 (Al) 120 MPH WIND, 12.90 FT MEAN HGT, ASCE 7-98,•CLOSED.9LDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5X6= 2X4111 5X6= 5 X 6 % 5 X 6 9-4-0 xa Ill Gv1 9 x22X4 111 3X6( Al) 1- 4-0 1-4-0 ry ' I 14-2-8 I 11-7-0 I 14-2-8 _I 40- 0-0 Over 2 Supports _I R= 1557 U=481 W=8" R=1557 U=481 W=8" PLT TYP. Wave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 OTiY'ra FL - 1 R - Scale=.1875" Ft. WARNING"` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND _: V T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 9 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE PERFORMING THRACTICES PRIOR TO ESEDFUNCTIONS. UNLESSTOTH'DO.RWISEDINDICATED, TOPI1) RDFSHALLFHAVE ETY PPROPERLY ATTACHED G cP 1F1 4r F T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 S MYTH LUM B. ER CO STRUCTURAL UC TURALFANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. iiOOFTRUSSC 1VISION. `" IMPORTANT"` FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.4270..4 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2'722 SOUTH APOPKA BLVOJ BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR. FABRICATING, HANDLING, SHIPPING. INSTALLING AND l APOPKA FL : 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF B C L L 0.O P S F S L T - E N G / W M R 407 299 1.622 - SFECIFICA710N PUBLISHED BY THE AMERICAN FOREST AND FACER ASSOCIATION) AND TPI. ALPINE: CONNECTORS ARE MADE OF 20GA AST A653 GR40 GAILY. STEEL. EXCEPT AS NOTED. AP FLY CONNECTORS TO •y 0 R10, _ T O T . L D . 37.0 P S F S EON - 20226 FAx:.407 Z99:-91 53 :: EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER " 1ff ... ` DRAWINGS 1G0 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEP TAKE OF PROFESSIONAL ENGINEERING v'I/NA:4 PROFESSIONAL ENGINEERING; :: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS - :.:: D U R F A C 1.25 FROM S L C CERTIFICATE OF AURiORRATION 4921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ju-I 1 4 0 3 SPACING 24. 0 J R E F- 1 S 4 G 3 5 2_Z 0 4 ANSI/TPI1-1995 SECTION ^<. kI --1.)/I5 - KO) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) I f113 UV4U YKCYAKLU rKUM (.VMFUILK 1NFU 1 I,LVAU3 6 UII-ICIV31UN3) -IUUMII ILU UT IMU33 I9r K. 120 MPH WIND, 12.60 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. 5X6= 2X4111 5X6= 5 X 6 5 X 6 6 r 6 9- 4-0 2Yd III Gv = 'IYA V VC= 9YA III 3X6( Al) 1- 4-0 1-4-0 ry ty L, 13-0-0 _I, 14-0-0 _I_ 13-0-0 _I 40- 0-0 Over 2 Supports—- _I R= 1557 U=482 W=8" R=1557 U=482 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TFI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HdVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SMYTHLUMBERCO. n1VIS10N IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N` ROOFRU55 _ PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 2722 80LIYN APOpKA BLv6 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HAND II NC.. SHIPPING, INSTALLING AND X Am0w, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ST 5 407-299.122 SPECIFICATION -PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO VVV FAx 107-299-91 53 -: EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE'ISEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENCINEERING PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORrzATION *9218: 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. U 1 4:i1 M R,qTC LL 20.0 PSF TC DL 7.0 PSF 42704 BC DL 10.0 PSF ATE OF ' BC LL 0.0 PSF TOT.(- D. 37.0 PSF if At. DUR.FAC. '1.25 SPACING 24.0" Scale=. 1875"/Ft. REF R352--20680 DATE 07/14/03 DRW SLTUSR352 SLT- ENG WMR SEQN- 38585 FROM SLC JREF- 1S4G352_ZO4 LZZIJ/b _ K1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WFBS 2x4 SP #3, DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND, 12.40 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. 5X6= 2X4III 5X6= 2.5X45, 2.5X4 6 1 6 9-4-0 2X41I1 5X12= 3X8= 5X12= 2X4III 3X6(Al) = 3X6(Al) 1-4-0 1-4-0 r Cy I 12-2-8 I 15-7-0 l 12-2-8 _I 40-0-0 Over 2 Supports R=1557 U=483 W=8" R=1557 U=483 W=8" PLT TYP. Wave TPI 95 R Design Crit.: TPI STD FLBC 6.10 0TY€1 FL 1 R Scale 1875" Ft. WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 'TPI (TRUSS PLATE SHALL F HAVE PRACTICES OOTHERWISEWISEDISON, WI iNDICATED. TOP ICHORDFOR PERFORMING THESEDFUNOC FUNCTIOIONS. UNLESS RUNLESSSUITEPROPER LV 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 R,q G F IF'C%' jG. 222F No.d27 4 ' j _,- T C T 1. BC L L D L DL 20. 0 7.0 10.0 P S F P S F P S F R E F R 3 5 2-- 2 0 6 8 1 D A T E 0 7 / 1 4 0 3 SMYTH LUMBER CO. iQOOF;tRUSS DIVISION: DRW SLTUSR352 S L T -LNG W M R 2722 SOU-M APOPKA BLM: APOPKA FL : 32703 407 299 7: 522 FAX'- 407 289-51 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND eRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AFFLICABLE.PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A553 GR40 GAILY STEEL. EXCEPT AS NOTED. AP FLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF r 4 1 ( w 1 tV L T: 1 :V A% '' rppBC T 0 T L L L D_ 0.0 37.0 P S F P S F S EON - 20219 D D R F A C 1.25 FROM . c S LC PRO FES`- ITONAL ENGINEERING',. ::: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THIS NML.. T SPACING J240' JREF- 1S4G352_Z04 GERTIFLGATE OFAL1THOR17AT1ON'#921.8' COMFO NE NT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF, THE BUILDING DESIGNER, PER - ANSI/TPI 1-1995 SECTION 2 DUI IA ' 03 L. - LCLIJ/B - K1U) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 3X6 (A1) IHlJ UWU FHLPAHEU LHOM COMPUTER INPUT (LOAUS & U1MLNbIONS) SUBMIIILU HY IH W, MFH 120 MPH WIND, 12.10 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. 5X6= 5X6 2.5X4= 5X6= 2.5X4 % 2.5X4 6 r- - 6 9-4-0 2X4III 5X8= 5X6= = 9VA III5X8= 3X6 (Al) 1-4-0 1-4-0 ry I_ 11-0-0 _1_ 18-0-0 _I 11-0-0 I 40-0-0 Over 2 Supports R=1557 U=485 W=8" R=1557 U=485 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 _-.OTY:l FL 1 R - Scale=.1875" Ft. I WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPICTI (TRCISUSS PLATE ORPERFORMINGTHESEDFUNCTIONS. UNLESSTOTHERWISE0.D INDICATED, TOP( CHORDF SHALLF HAVEP PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PRODUCT. INC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPIALPINE CONNECTORS ARE MADE OF 20 GA ASTM A663 GR 40 GAILY, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 la Z. THEQSEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT NENTDESIGN SHOWN. THE SUITABILITY AND USE OF THIS e IY1, :' 7 t F C 4( U. 1t No.4270.4 A: 7 S -- a ; 57ATH OF A. y R,+' v -: T C T C BC B C TOT. LD. L L D L DL L L 20. 0 7. 0 10. 0 0. 0 37. 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 2 0 6 8 2 S MYTH' LUMBER CO.:::i it60F TRUSS UIYISION 2722 SO.LrrH APOPKA BLVO :: APOPKA, FL 32703 : 407- 299-1622 FAX. 4.07.299-91 53 PROFESSIONAL ENGINEERING: DATE 0 7/ 1 4/ 0 3 DRW sLTusRas2 S L T - E N G / W M R SEON- 38582 D U R F A C . 1 . 2 5 FROM S L C CERTIFICATE OF AUTTIORRATION #9216 ANSI/ TENT(FOOR ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER iu 11 4.::: SPACING 24. 0" J REF 1 S 4 G 3 5 2 Z 0 4 ce4l,51s - Kll-crL1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :Bl 2x6 SP #2: WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=I.25 / PLATE OUR. FAC.=1.25)_ IC From 54 PLF at -1.33 to 54 PLF at 41.33 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.33 BC 2508 LB Conc. Load at 11.60 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X6(Al) 5X6= 2X4111 ini3 uwu rmLrHnw rnun uunru—n —L a • •/ • • 2 Complete Trusses Required NAILING SCHEDULE: (0.13lx3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS 1 ROW @ 4" o.c. " USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 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: 2.5X4= 5X6= 5X6= 2X4 111 2. 5X4 6 r— -1 6 Bl - ( 9-4-0 7X10= 2 5X4= 5X6= 2 5X4= 2X4III 3X6(A1) _ - 1-4-0 1-4-0 I 10-1-0 I 19-10-0 I 10-1-0 1 LEE 40-0-0 Over 2 Supports ' I R=3346 U=1630 W=8" R=2277 U=938 W=8" PLT TYP. Wave TPI 95 R D e s i n Crit: TPI STD FLBC 6.10 OTY1 FL 1 R Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND w T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 3BRACING. REFER TO HIB-91 ,(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISO N. WI 53719), FOR SAFETY PRACTICES PRIOR TO `Y'•\III`IC4 "I' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1j 'GCj- PP T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTIi LUMBER Cq STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f ND 42704 fZOOF TRUSS n1Y1510N; "IMPUR iANT"* FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA SLVO: .: BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 5TATE. APOPKA FLOF3Z7O3 BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A 1 v'Q,'_; B 1. L L D . P S F S L T - E N G / WM R 4O7 9 T,622 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEj. •. O O s• I CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO I`. TOT. L D . 37.0 P S F S E Q N - 20210 FAx. 407 29"l 53 EACH FACE OF TRUSS. AN UNLESS OTHERWISE LO CATEO ON THIS DESIGN. IGNPOSITION CONNECTORS PER C PRO FESSIONA4ENGINEEFtiNG :: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s NAt.E ._.,j D U R . F A C . 1.25 ' FROM J L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AU-MORFiNTION *92 CH: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER -- ANSI/ TPI 1-1995 SECTION 2. Jul 14 03 SPACING SEE ABOVE JREF- 1S4G352_ZO4 ILLL1.3/I3 - K1CJ TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 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. In1J Ury rRLrMRCU F-1-1 I.VPIrUICR 1IVr UI LLV— . Ui .a na7 ii i i 1 -1-1 — — 120 MPH WIND, 11.60 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 5X6= 2. 5X4 5X8= 2X4 12 T3 2X4 6 r— A) T 6 5X6= 3X6 (A1) 3X8= 5X6= 5X6= h I 9-0-0 1 22-0-0 I 9-0-0 0-0-0 Over 2 Supports R=1557 U=487 W=8" PLT TYP. Wave TPI 95 R Design Crit: 1111 (SID) /FLBC 6.1 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 O'ONOFRIO DR.. SUITE 200. MADISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED MYTH LUMBER .0. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i700F:TRU55 . .... ON *" 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 2722 SOUTH APOP.KA BLVD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA F.. 32703 : BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-:, - ... SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAx- 407-299.91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160•A-Z. TH1 SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING! RESPONS18 IL I TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORI7AT10N 4t921:13 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS.IBIL ITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 3X6(A1) R=1557 U=487 W=8" 9-4-0 O:T:Y:l FL 1 R - Scale=.1875" Ft M•, TC LL 20.0 PSF REF R352--20684 9 ••.F TC DL 7.0 PSF DATE 07/14/03 J: No 42704 ..... BC DL 10.0 PSF DRW SLTUSR352 1•STAEOF BC LL 0.0 PSF SLT-ENG /WMR 0 OP` TOT.LD. 37.0 PSF SEON- 37754RI .. r`S ilA1JtiN DUR.FAC. 1.25 FROM SLC. Jul ia: SPACING 24.0" JREF- 1S4G352 704 IJ LLC13/IS - tt13) TOP CHORD 2x4 SP #2 :T2, T3 2x6 5P #1 Dense: BOT CHORD 2x6 SP #2 :B2 2x6 SP SS: WEBS 2x4 SP #3 :W3, W9 2x4 SP #2: DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X4(A4 5X4 (A4) 1-4-0 r 1OX10 (R) \\\ I M13 UNU rrcerMMLU rMUM 1.UPIrUIrK 111rU1 LLunU3 a U1lVL11JIUR3J OUDriiIILU Ul I-J liter. 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. 1 HIP SUPPORTS 7-0-0-JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.55" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X = 20-0-0. 3X4= 7 X 6 —= 3X4= 1OX10 (R) /// 2.5X4= III'II— 3X8= t—.1— 2.5X4= 5 X 4 (A4) 1-4-0 r Lq -U-U _I. / U -U_ —I 40-0-0 Over 2 Supports --- ' I R=3091 U=902 W=8" R=3091 U=902 W=8" 4) PLT TYP. High Strength, Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:Y:1 FL 1 R Scale=.1875" Ft. WARNfNG** TRUSSES REOU IRE EXTREME CARE IN FABRIrp7ION, HANDLING, SHIPPING. INSTALLING AND.•, w T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 5BRACiN6.. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDSNED BY 7F1 (TRUSS PLATE n/ i NSTITUTE, 583 D'O NO FRIO OR.. SUITE Z00, MAD SO N, WI 53719). FOR SAFETY PRACTICES FR IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER VISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED('TIFIV S MYTH LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3}}fG(T i T D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 ROOF TRUSSQIYISIOIV —IMPORTANT— FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED42704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO -- 2722 SOLrtH 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 0 fv+r TE OF 1 BC L L 0.0 P S F S L T - E N G / W M R 4Q7 299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORSARMADE OF 20GA ASTM AS 3 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 'y , y P.r V T 0 T . L D . 37.0 P S F S EON - 37737 FAc 407299- 9153 :' .: EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n;O' PROFESSIONAL EN GINEERIFlG :: DRAWINGS 160. A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /Qu D U R F A C 1.25 FROM S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS.. At .....:: C EITTIFICATEOFAUTHORIZATON 49218COMPONENT SEU ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER JuI':1'¢': - .... SPACING SEE ABOVE JREF- 1S4G352_Z04 LCC15/L5 - K14) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.33 to 54 PLF at 11.54 BC From 4 PLF at 1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 11.54 TC 400 LB Conc. Load at 10.67 5X4= In13 URU rMCYNMCU rMUPT L.UP11'u;LK 11NYU1 (LUHU3 N Ull-lCIN31UIN3) 3UDI-liI ICU Of IMU33 f-Ir M. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 10.85 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. 16 6 0-6- 9-4-0 2 X 4 III 5X4 (B2) 2X4(A1) = L<1-4-OY I, 6-0-0 _I_ 5-6-8 _I 11-6-8 Over 2 Supports R=548 U=290 W=8" R=784 U=386 PLT TYP. Wave TPI 95 R Design Crit.: TPI STD FLBC 6.1 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BR ACIHG), PUBLISH ED BY TPI (TRUSS ELATE INSTITUTE. 583 0 NOFR IO DR., SUITE 200, MAD ISDN, NI 53719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH: LUMBER Co. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF:T RUSS ." IMPORTANT" .. _._.. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722:SOUTH APOPKA BLYD.i:..... BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND APOPKA, FL:i:'32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-7.522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX:;; 407-299-91 1.53 ...:. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1..........._. 1.__...._::. PROFESSIONAL ENGINEERING : DRAWINGS 160 h-Z. THEISEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFONSIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS CERTIFICATE OF:ALTT7-10RQATION #921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. rL/-/I/-I-IK/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOV Scale=.375°/Ft. REF R352--20686 DATE 07/14/03 DRW SLTUSR352 SLT-ENG /WMR SEON- 21331 FROM SLC JREF- 1S4G352 ZO4 I LLC13/D - KID) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND,.15.00 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 5X4= 4 X 6 =_ 2.5X4(A1) In IJ uwu FKtrAKtu Chun ku FlruitK inrui Lwnu n U1 rFC1131v11J7 J-1-i I'IF LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.33 to 54 PLF at 11.54 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20.PLF at 11.54 TC 321 LB Conc. Load at 5.00, 7.00 BC 148 LB Conc. Load at 5.00, .7.00 5X4(B2) L<1-4-0>1 I. 5-0-0 _1_ 2-0-0 _1_ 4-6-8 _I j 11-6-8 Over 2 Supports R=978 U=596 W=8" 0-6-1 9-4-0 R=892 U=529 W=2.5" PLT TYP. Dave TPI 95 R Desi n Crit: TPI STD FLBC 6.10 _. QTYIl FL 1 R - Scale WARNING— TRUSSES REOUIRE EXTREME CAPE 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. MADISO N, NI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI0 N5. 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 Q. ZIF1 v iG ': ( T C T C B C L L D L D L 2 D. 7. 0 10. 0 Q P S F P S F PSF R E F R 3 5 2-- 2 0 6 8 7 S MYTH LUMBER CO. 0 F20F:".C'RUSS pIVISIONi DATE 0 7 / 1 4 / 0 3 D R W 5LTU5R.352 S L T - E N G W M R 2722sairHAPOFi," wo .: APOPKA FL 32763 407 2JJ 1,522 FAX. : 407-Z9B-P1 53 :: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST11 A663 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 e +. _ Vs . B C TOT. L L L D . 0 3 7.0 D P S F P S F S E Q N 38523 DUR FAC 125 FROM SLC FROFE,S,S,IC7NAL ENGINEERING;:,. CERTIFICATE OF AUTH0RrLATI0N 1A921:8 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 FOR A BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OAfA' U1 14 03 - SPACING 24. 0 J REF 1 c- c4 G 3 5 2_7 D 4 r kLLC1J31D - K10) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T 2-4-7 i ii i i u nu r-r-u FRUIT uunrui LM IIV rUI (L—1 "1 1 n1) 1-1 —i v u1 in -- 120 MPH WIND, 15.18 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. 5X4= 6(— 6 2. 5X4 % 2. 5 X 4 T 2- I4- 7 ul -n-0 2 x 4 111 2 X 4 111 2.5X4= 2.5X4 0-10 0 0 8-12L<1-4-01y t--_1-4-0 9- 3-0 Over 2 Supports R= 423 U=274 W=1.5" R=423 U=271 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 _ - O Y:4 FL 1 R - Scale =.375" Ft. WAR WING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANDwM R T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 8 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TfI (TRUSS PLATE -•`j C INSTITUTE, 6g3 D'ONOFR IO DR., SUITE Z00. MADISON, NI 63719).- FOR SAFETY PRACTICES PRIOR TO `Y••'p, IFI •''a PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED fir- T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO : STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fG IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No 42704 ROOF RU35bIVIS10N - .I PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO: -: BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BLVO 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 STATE OF BC L L 0.0 P S F S L T - E N G / W M R 40' 7-299-1 522 :: SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S I`j p. 1(V CONNECTORS ARE MADE OF 2OGA ASTM A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /:% .•,,O R1p,.•• t1 T 0 T . L D . 3 7 . 0 P S F S E Q N - 20158 FAX:: 407 299=91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C' ` DRAWINGS 160 1v-Z. THE•SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING sSl{/NAL 4 PROFESSIONALENGINEERING: RESPONSIBILITY RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS D U R . F A C . 1 . 2 5 F ROM S LC CERTIFICATE OF AUTIHORIZATION u921:6: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER JuI 14 '03 ANSI/ 7FI 1-1996 SECTION 2 SPACING 24.0" JREF- 1S4G352_ZO4 L6413/0 - Kit) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T 274-7 1113UWU YKLPAhLU YKUP1 LUMFUILK IINHUI 1LUAU3 61 UI PIL NZ, I UI13) 3UDI-11I ILU DT IKU33 PIrK. 120 MPH WIND, 15.02 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. 5X4= 5X4= 6 F— —I 6 2. 5X4 2.5X4 T 2- 4-7 2 x 4 III 2. 5X4 = 2X4 III IL- 0 2. 5X4 = 2. 5X4 0 - 10 0 0-_ 1- 4-Oti. y _8_12_1 4-0YII L_ 3-11-8 _1_1-4-0,1_ 3-11-8 _1 9- 3-0 Over 2 Supports R= 422 U=274 W=1.5" R=422 U=272 W=4" PLT TYP. Wave TPI 95 R D e s i g n Crit: TPI STD FLBC 6.10 -_.. OT:Y FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME EhIECAFE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND ,.-M T C L L . 2 0, 0 P S F REF _R 3 5 2-- 2 0 6 8 9 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ,\T-V•- INSTITUTE, 563 D'ONOFRIO DR., SUITE 200. MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR 70 ` • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED `(l- 4, F T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3 SMYTH LUMBER CO. : STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. trG ON IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No. 42704 ROOFiTkuSSD. msibk:: ;* BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SOUTH APOPKA BLVID BUILD THE TRUSSES IN CONFORMANCE WITH TF I; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND - APOPKA FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' STATE QF jQ` B C L L 0.0 P S F S L T - E N G / W M R 4072991522 SPECIFICATION PUBLISHED BY THE AM ERILAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'S;d' CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO y R`O . TOT. L D . 37.0 P S F S E Q N - 20188 FAX ;;407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION .CONNECTORS PER n E. PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AIL D U R F A C . 1.25 FROM S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTNORRATTON ltg21' H COMPONENT FOR ANY PARTICULAR BUILDING I S THE RE S10 N S I B ILI TY OF THE GUILD I N G DESIGNER. PER '- ""' ANSI(TPI 1-1995 SECTION 2. Jul 14 u3 SPACING 24.0" JREF- 1S4G352_Z04 cLcl3Ils - Kid) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 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. 4XIS 6 E- 2 X 4 III 2X4(A1) 5X4= 6 3X4= 2X4(A1) In1J UwU rnLrANLU rMurl l.VMFUILh livrui ILVIAU3 n U1rICIX31viX3) aUDriXI ICU Di inu33 rirm LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.33 to 54 PLF at 10.67 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 9.33 BC From 4 PLF at 9.33 to 4 PLF at 10.67 TIC 8 LB Conc. Load at 3.09, 4.67, 6.24 BC 10 LB Conc. Load at 3.09, 4.67, 6.24 LC1-4-0 0 10 0-10- 1-4-0y 1— 2-0-0 _1_ 5-4-0 _1_ 2-0-0 _1 LE 9-4-0 Over 2 Supports R=450 U=292 W=1.5" R=450 U=292 W=1.5" 14-0-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0T:Y:l FL 1 R - Scale =.375" Ft. WARNING"' TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND P S F R E F R 3 5 2-- 2 0 6 9 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLi SHED BY TPI (TRUSS PLATE 11I1 INSTTUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON, NI 63119(, FOR T L. L L 20.0 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED tIFI.' T 1. D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 S MYTH LLJM BEFZCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. JG IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOF: TRUSSDIVISION :: PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f No 42704 1 7p} BC DL 10.0 PSF DRW S TUSR352 2722 SOUTH APOPKA BLVD .: BUILD THE TRUSSES IN CON FORMANCE WITH TF1: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND c- APOPKA FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i B C L L 0. D PSF FS L T- E N G / W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPt. ALPINE STATE OF f 4g7299- 1622s P TOT.LD. 37.0 PSF SEON 13792 CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ' ^ a FAX: 407 z99IQ1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER` - DRAWINGS 160 A-Z. THE'SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGs PROFESSIONAL ENGINEERING,; ! RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NAiL D U R . F A C . 1 .25 FROM S L C CERT7FIGATE 0F:AU740RIZ ITON 4F92 1:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1996 SECTION 2. - :Ju1 1:4::: - - - SPACING 24.0" JREF- 1S4G352_ZO4 4ZZlJ1h - Kly) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 22.25 BC From 20 PLF at 0.00 to 20 PLF at 20.92 BC From 4 PLF at 20.92 to 4 PLF at 22.25 TC 400 LB Conc. Load at 0.58 0-6-11 3X4( 5 X 4 =_ I HIJ UWU rKLrAKLU PKUI"I LUI'IrUI LK 1rlruI ELVAUU n U1 VIE IV 01V III 0-1 1, itLU DI I nV rIV LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 12.02 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. i,, ', — I 10-3-0 I 10-8-0 _I 20-11-0 Over 2 Supports R=1155 U=437 W=3" R=870 U=329 W=8" 9-4-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:YiA FL 1 - R - Scale—.3125" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND Y .. R, T C L L 20.0 P S F R E F R 3 5 2BRACING. REFER TO HIB-901 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE i` V INSTITUTE. 583 D'ONOFRIO DR.. SU[TE 200, MAD ISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - ..ZIFIC,gr . T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED yi SMYTH LUMBER Co STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t G IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 8888 j NO 42704 ' p: F OOFITRUSS I IYISION PRODUCTS. [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 70 B C D L 10.0 P S F D R W SLTUSR352 2722 SOUiH APOPKA BLVD: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND S 2 APOPKA FL 327Q3 BRACING OF TRUSSES. THIS DESIGN CONEDRHS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OFSIGN .STATE OF ; BC LL O.O PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ao72ss1.522 <OR10, TOT.LD. 37.0 PSF SEON- 20290 FAX:- 7-, 299-91 53 CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GAILY STEEL, EXCEPT AS NO TEO. APPLY CONNECTORS TO ., EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •• e DRAM Nf,S 160 A-Z. THE SEAL .ON THIS DRAWING INDICATES ACCEPTANCE OF PR OfESSIDNAL ENGINEERING P ROFE551ONAL ENGINEERING :: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SHOWN. THE SU I7A8ILITY AND USE OF TH Is D U R . F A C . 1 2 5 FROM S L C I. ::::. CERTIFICATE OFAU7IHORrLATION 7t921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER "' ANSI/TPI 1.1995 SECTION 2. Ju1 14 0 SPACING SEE ABOVE JREF- lS4G352_Z04 LLL1.3/li ItZU) 1111J UWU YKtFAKtU tKUM CUMPUILK 1NKU1 (LUAU) & U1MLNJ1UNJ) JUtlMIIILU LIT IKUJJ MtK. TOP CHORD 2x4 SP 2 120 MPH WIND, 11.60 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-6-11 3X4-( 5X4= 4X6= 2X4 6 1— 2X4% I 6 9-4-0 B2) = 3X8= 5X4= 2 5X4 Al = R=764 U=227 W=3" 1_ 3-4'-U _I_ 20-11-0 Over 2 Supports Lj 4 R=861 U=307 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QT:Y::1 FL - 1 R - Scale=.3125" Ft. I WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRAD NG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR .. SU ( HANDLING 200, MA N. NI 53119), FOR SAFETY PRACTICES PRIOR TO PE0.FO Rh1 111G 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 ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TO eRqyt1FI`+w' / 4.). C y G f No. 4270.4 T C T C BC L L D L DL 2 0. 7.0 10.0 0 P S F P S F PSF R E F R 3 5 2-- 2 0 6 9 2 S MYTH LUMBER CO'. ROOF TRUSS DIVISION DATE 0 7 / 1 4 / 0 3 DRW SLTUSR352 S L T - E N G WM R 2722 50UTH APOPKA BLVD .: APOPH:A FL.327O3 407 299-1 622 - FAX:,407 299 91 53 .: BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORM' WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AFTER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i1i STATE OF n•'4 O RIO •l M11 ••{. B C TOT. L L L D. 0 3 7. D 0 P S F P S F S E 0 N- 20296 D U R. F A C. 1.25 FROM S L CPROFESSIONALENGINEERING.:.:::: AT .....: CETIFIRCATE OF'AUT190RRION u92T8 DRAWINGS 160 a-2. THC'SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF iH IS ANITF11CLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERSI/TPI111995SECTION 2 VS'O NAl.:. Ju1I .1 4... 03 _ SPACING 2 4. 0" J R E F- 1 S 4 G 3 5 2_Z 0 4 i THTC Wr.. PREPARED FROM COMPHTFR INPUT (I DADS L DIMENSIONS) SUBMITTED BY THIS', MFR LLC1.5/L3 K L 12 TOP CHORD 2x4 SP 2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, 'CLOSED BLOG, LOCATED BOT CHORD 2x4 SP 2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP 3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.08" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD AT X = 14-0-8. 0-6-3 5 X 4 ( 5X4= 2.5X4= 5X4= F—!j L I 6 0-4-3 9-4-0 B1) = 5X4= 2.5X4= 3X6 (All 8-0 _I, 7-4-0 _I_ 7-0- 21-0-0 Over 2 Supports R=1536 U-566 W=4" L-i-4-Oa-j R=1608 U=615 W=8" 3-10-3 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 7.01.0318.1 u"- OTY:l FL 1 R Scale=.3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HA NDWTC"IT SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-D3 (BUILDING COMPONENT SAFETY INI'DF DRHAT ION), PUBLISHED BY TPI (1RN55 PLATE IIISiIiIITEpB,. 58.7 w R A. q' I' T C L L 20.0 P S F R E F R 3 5 2-- 4555 HADISON'aWQIIQFDjR53719)TFOROSAFETDY I PRACTICES3PRIORATO PEROR H.ING THESE FUIICTI0115` RUNLESS DTHERWISE E INDICAT ED. yp'L``y"•, d ` .•('IFI C;Qr :/. e`® T C D L 7. 0 P S F DATE 0 6/ 1 7/ 0 4BuildingTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSAND8UTTOMCHORDSHALLHAVEAPROPERLYATTACHEDCJ • y Supply RIGID CEILING. r No.42704 evislLnccmPew 1 BC OL 10.0 PSF DRW SLTUSR352 04169273 ORLANDOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED THIS FAILURE TO THE j 7{ DIVISION DRA 9,— L...— Co P0.ODLICTS, IIIL. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM DESIGN; ANY B, LD TPI: 00. FABRI AllTRLISSINCORE11RhIANLEWITHNG. NA HOLING. SHIPP1pp"INSTALLING A BRALING L1F TRD5 SE S. STATE OF :• 9p••;4 BC L L 0 . 0 P S F S L T - E N G / W M R 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE PLATES 40/GO Y./H, S) GALV. STEEL. APPLY/• P.' : Fi O.•• TOT. LD. 37 0 PSF SEON- 54340APOPKA, FL 32703 407-299-i - CDNHECTDR ARE MADE OF 20/1B/16GA (W, II/S/K) AS TM A653 GRADE (II, PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-2. C' \ ss ONA. D U R F A C 1 2 5 FROM S L C 522 FAX: 407-299-9 1 53 ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX AJ OF TP1]-2002 SEC .J. A SE AI ON THIS FO0. THE TRUSS FIT PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP LINSIBILI TY SOLELY COMP C ERTIFIGATE OF AUTHORIZATION #92 1EJ DESIGNNSHOWN. ER SAINSIBILITI AID USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THEOESIGNERTHE J u n 17 04 SPACING SEE ABOVE JREF- 1SDV352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR, I TOP CHORD 2.4 SP #2 60T CHORD 2x6 SP SS WEBS 2x4 SP #3 :W3, W4, W8 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BC From 20 PLF at -3.00 to 20 PLF at 0.00 BC From 412 PLF at 0.00 to 412 PLF at 8.92 BC From 20 PLF at 8.92 to 20 PLF at 10.08 TC 450 LB Conc. Load at 1.00 TC 423 LB Conc. Load at 1.00, 3.00, 5.00, 7.00, 8.00 4-8-0 2.5X4= 2X4111 2 X 4 III LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 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. CALCULATED VERTICAL DEFLECTION IS 0.04" DUE TO LIVE LOAD AND 0.04" DUE TO DEAD LOAD AT X = 3-7-15. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. Li W3 6X6= 2X4111 2.5X4= 4X10= E Li W4 W8 9-4-0 4 X 6 (R) III 4X12= 4X10= 3X4III 1— 3-8-0 _I, 9-5-0 ,I 13-1-0 Over 2 Support R=1173 PLF U=578 PLF W=3-3-0 R=2508 U=1235 2-8-0 4-8-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.33.0716. u"'"D1u 0TY:1 FL 1 R Scale =.375" Ft. A ® w . S HIVw `Y— IYf Q6 WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 p w +y,, y- `r•...... i4 wy_ TT889` T C L L 20.0 P S F R E F R 3 5 2 - - 4556 O'ONOFRIO DR.. SUITE 200, HANSON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. 7.(••PtIFICA •.• l% B uildin 9 HADISON, WI 53719) FOP. SAFETY PRACTICES PRIOR TO PE0.FOP.MING THESE FUNCTIONS. UNLESS OTHERHI5E INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANEL CHORD SHALL HAVE A PROPERLY d : .V .[ v T C D L 7. 0 P S F DATE 0 6/ 1 7/ 0 4 Supply AND BOTTOM ATTACHED RIG10 CEILITIC. N0.42704 • = a N'OISEtE 11-1-Y IMPORTANT** q4a *' gC DL 10.0 PSF DRW SLTUSR352 04169274 ORLANDOTRUSS DIVISION FURNISH A COPY OF TH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED LNOT FROM TNT S DESIGN: SPIRESPONSIBLES STATE OF (4 g L L 0.0 P S F S L T - E N G WM R DSA S LeEn Co TRUOSSCIN CONFORMANCEC. R FABRRCAAT IIOEVIATION W " BANDUNG, 1111PININSTALLIHGY LFAILURE BRAC.INGTOFBUILD TRUSSES. a qL. OFL AT, 0 NAA657 GRADEES I Hd TP OCONNECTORNP OA S(W, IC (IY4OR1QP v TOT.LD. 37.0 PSF SEON- APOPKA,2722 32703PLATE SIJARE MAOEIOFB20/1B/16 FAON N/S/R) aSiM O/60 (WY K/MPS) GALOV STEEL. APPLY PLATES TO EACH FgCE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A2. 7v••• F 32268 407-299-1 522 FAX: 407-299- 9153 P R C) S510 NAL EN GIN EE RING AI11 INSPECTION OF PLATE$ FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS DRAWING 11lDICA:cS ACCEPTA NIi OF PR OFESSIUf1AL ENGINEERING RESPONSIBILITY SLIL ELY FOR THE TRUSS COMPONENT F NA'IL ` DURFAC. • 1 .25 FROM SLC C ERTIFICATE OF AUTHORIZATION #9218 DE SIGlI SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT' FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING PER Jun 17 '04 DESIGNER ANSI/TPIISEC. 2. SPACING SEE ABOVE JREF- 1SDV352 Z12 LLL 1J/'D - VI TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #:3 DEFLECTION, MEETS L/360 LIVE AND L/240 TOTAL LQAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6I— D1) Iml 10-8-3 I n1J UINV Yrc CrA u r m u n uUr IrulLn 11Xrul L L V H U J J I U 11J) ii i 120 MPH WIND, 12.33 FT MEAN HGT,. ASCE 7-98,'CLOSED 8LDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6-0-0 Over Continuous Support R=74 PLF 11=30 PLF W=6-0-0 PLT TYP. Wave TPI 95 R D e s i q n.Crit: TPI STD FLBC 6.10 QTY 2 FL 1 R c ScaleFtC. WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING. SNIFFING, INSTALLING AND BRACING: REFER TO HIB-91 (HANDLING INS TALLIN6 AND BRACING), PUBLISHED BY TFI (TRUSS PLATE INSTITUTE, SB3 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 a JIq"j,, Z FI w wC"T. C T C T C L L D L 20.0 7.0 PSFF P S F R E F_ R 3 5 2-- 2 O 6 9 5 DATE O 7/ 1 4/ O 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. Al PINE ENGINEERED i+10.42704 a BC DL 10.0 PSFii00FTRUSSDIY15101V : PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT-ENG WMR 2722 SOUTH APOPKA BLVD, APOPKA,FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TP I; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACINC, OF TRUSSES. THIS DESIGN CONFORMS WITH. APPLICABLE PROVISIONS OF NOS (NATIONAL -DESIGN SPECIFIC ATI ON PUBLISHED BY THE ANO TF[. ALPINE Yf - 7i STATE OF A,{ BC LL 0-_0 PSF S E Q N' p38718407299.1 622 - AMERICAN FOREST AND PAPER ASSOCIATION) CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O RI T 0 T L D 37. 0 P S F FAX:.; 407.299 9 1 53 EACH FACE DF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OUR. PAC. 1 FROM SLC. DRAWINGS160-A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONALENGINEERING,., AND RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY . USE OF THIS 25 CETI RFICATE OFALITHORIZATION Yt92Tp: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 14 ANSI/TPI 1-1995 SECTION 2. us-- SPACING 24.0" JREF-. 1S4G352_ZO4 LLL1.310 - VL) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 2 X 4 III 2X4 (Dl) Ul 2 X 4 III 4 0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 10-8-3 I —nc Q. nTMrKICTnMlc CIIn MTTTCn RV TD11CC MFD 120 MPH WIND, 11.83 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 D e s i q n Crit: TPI STD FLBC 6.10 O:TY::2 FL 1 R - Scale =.375" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND .-' M •..b T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 6 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ``. 1 INSTITUTE, 583 D'ONOFRIO DR.. SUi TE 200, 'IA SO N, NI 53719). FOR SAFETY PRACTICES PR IOR TO '"ZIFIC . PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ///;'• 4 ( T C D L 7 .0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O fi ROI I. - 8dII' ll I : R IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j NO.Iiz%oa BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO - SOUT4 XpoFK BLVD:: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND ti s B C L L 0.0 P S F S L T - E N G / WM R gppplCA FL 32703 : BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN STATE dAF ; CONNECTORSIAREP MADE OF FOGABY T ASTMHE MA653AGR40R FORESTSTEEL ER EXCEPT ASI NOTED. 7 APPLY CONNECTORS TO 5 P •V " TOT. L D . 37.0 P S F S EON - 38721 FAx: LPINE O407- 299.91253 '•{; R10r' r EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE. SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VV.J(l' D B R. F A C 1.25 FROM S L C PRaFES$IDNAL ENGINEERING! RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS IPA GERTIFICATE OF AUTWMZATION #9018 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER j u I :1:4:: ----.- - SPACING 24. D ° J REF - 1 S 4 G 3 5 2_ Z 0 4 ANSI/ TPI 1-1995 SECTION F. i LZZ13/b - VJ - TOP CHORD 2x4, SP #3 BOT CHORD 2x4 SP #3 SEE DWG VALTRUS50699 FOR VALLEY DETAILS. 6 r— 3X4= 2X4(Dl) = 6 2X4(D1) 15-8-3 L, 2-0-0 _I_ 2-0-0 J 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 IH15 UWG PREPARED FROM CUMNUIEK.1NNUl (LUA.UJ & UIMLNJIUNJ) JU8MIIILU by IKUJJ MFK. 120 MPH WIND, 16.33 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 D e s i q n Crit: TPI STD FLBC 6.10 0TY:1 FL - 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING., SHIPPING, INSTALLING AND RN T C L L 2 0. 0 PSF REF R 3 5 2-- 2 0 6 9 7BRACINGREFERTOHIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Ay_ INSTITUTE, 583 D'O NOFRIO DR.. SUITE 200, MADISO N. WI 53719), FOR SAFETY PRACTICES PRIOR TO •F C'w - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED oV 41. T. - T C D L 7. D PSF FDATE TEQ 7/ 1 4/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G } IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO 427 RU4Y65 OOF: TRUSSL 1 mok . PRODUCTS., INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY- FAILURE TO 1.j 1 .E BC DL 10.0 PSF DRW SLTUSR352 2722 SOltt' H APOPKA BLV).i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIFFING. INSTALLING AND X i{ 9 B C 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 NOS (NATIONAL OESI GN STATE OF •Q` 407-299- 1 622 - SPEC -I FICATION PUBLISHED BY THE AMERICAN FOREST AND -PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •'. RI s- a TOT .L D . 37. 0 P S F S E Q N - 36093 FAX::407. 299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER f ROFE55, IONALENGINEERING. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING`•/Q AL DUR FAC 1.25 FROM SL`C RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS .... CERTIF[ ATE OF AUTHORIZATION #R9218COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. Jul:,14>" u SPACING 24.0" JREF- 1S4G352 ZO4 L/-C1.3/L9 - V4) TOP CHORD 2x4 SP #k2 BOT CHORD 2x4 SP #k3 WEBS 2x4 SP ##3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 6f I6 2X4(D1) = 2X4(D1) 14-8-3 2 X 4 III 1_ 4-0-0 _1_ 4-0-0 _1 8-0-0 Over Continuous Support R=74 PLF U=27 PLF W=8-0-0 120 MPH WIND, 15.83 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. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS PLT TYP. Wave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.1 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING, AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.- 583 0 0NOFR IO OR,, SUITE 200, MAD ISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED MYTH LUMBER CO.STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F200F TRUSS nIY1SlOr1 " 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 2722:50UTH AFIOPKA BLVO. i - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ApOpKA, FL--32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP IC BILE PROVISIONS OF NDS (NATIONAL DESIGN 407-299.152 2 - SPECIE ICAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND Tf I. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX 407=299 J1 53 - EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE.SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOR17ATION #9218: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOTAD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.375"/Ft. REF R352--20698 DATE 07/14/03 DRW SLTUSR352 SLT-ENG /WMR SEQN- 36091 FROM SLC. JREF- 1S4G352_Z04 i 6 LCCl lb H1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 L< 1-10-10 1-- 9-10-13 9-10-1 Over 3 Supports R=393 U=217 W=11.314" I1-11J' UWU NHLFARLI) FHUM CUMFUItH 1NHU1 (LUAU) 15 U1MtNJ1UNJ) JUb Ml I LU tSY ItiUJJ MF H. 120 MPH WIND, 15'.00 FT MEAN HGT, ASCE 7-98,'CLOSED'8LDG, LOCATED ANYWHERE IN,ROOF, CAT Il,, EXP B, WIND TCDL=5.0 PSF, WIND BCOL=5.0 PSF. HIPJACK SUPPORTS 6-11-8,SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8, CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. l -10-3 R=217 U=189 3-9-15 0 R-322 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY4 FL 1 R Scale 375" Ft. WARNING** TRUSSES REOU IRE E%TR EME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I N.S7 RU7E. '683 D'ONOFR IO DR., SUITE 200., MADISO N, WI 63719), FOR SAFETY PR A[iICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS:OTHERWISE_INBICATED, 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 COPY OF RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Rq j QIffi ' •,41, I fG`(l- % . ,p r, HHHH ND 1 2%Q,4 p T C T C BC L L D L DL 20.0 7.0 10.0. P S F C PSFF PSF R E F R 3 5 2- -2 0 6 9 9 SMrrH LUMBER Co 1i00F.TRUSSDIVISION DATE 0 7 1 4 0 3 DRW SLTUSR352 2722 SOUTH APOI'KA BLVb,: APO PKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIG N CONFORMS WITH APPLICABLE PROVISIONS OF NO S (NATIONAL BESIGN Ri jSTATE O F : B C L L 0.0 P S F S L T- E N G W M R 407 289-I 5z2 FAx. 407.299-51 53 SPECIFICATION PUBLISHER BY THE AMERICAN FOREST AND PAPER ASSOCIA710 N) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TFI Afi 53 GR40 GAL V. STEEL E%CEPT AS NOTED. APPLY coNNEr TORS TOi`. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER wS IF Pr't I QR1;0. V T O T L D , 37.0 P S F S E Q N 20309 D U R 1. FAC . 1.25 FROM S L C PROFESSIONALENGINEERINGDRAWINGS 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 EIN.., GERTIFICATE OFAUTHORCZATION#921E3 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1 1995 SECTION 2. - Uf14...03 SPACING- SEE ABOVE JR.EF- 1S4G352 Z04 LLC151b - nL) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 120 MPH WIND, 15.00 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< 1-10-10 r— 7-0-14 7-0-2 Over 3 Supports— R=447 U=424 W=11.314" LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.82 to 54 PLF at 7.01 BC From 4 PLF at -1.82 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.01 TC -13 LB Conc. Load at 1.48 TC 96 LB Conc. Load at 4.31 BC -1 LB Conc. Load at 1.48 BC 47 LB Conc. Load at 4.31 11-10-3 R=211 U=218 2-9-15 0 R=100 U=180 PLT TYP. Wave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 OTY:::2 FL 1 - R Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M •. A TC L L 20.0 P S F R E F R 3 5 2-- 2 0 7 O 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE /r INSTITUTE. 583 D'ONOFRIO DR., SUITE Z00, MADISON, HI 53119). FOR SAFETY PRACTICES PRIOR TO `` SMYTH LUMBER CM STRUCCTURAL PANELS, BOTTOMTHESE SCHORDESS SHALLLHHAVESA PROPERLYDATTACHEDORDIGIDALL HAVE CEILING PROPERLY ATTACHED S F C,4rc Q T C D L 7. 0 P S F DATE 0 7/ 1 4/ 0 3 ROOF TRUSS DIVISION `*IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I j N0.42704 ''re : BC DL 10.0 PSF DRW SL,TUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 566TH APOkA BLVO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND y{ 7L / AFOPKA, FL 32703 : BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF t 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 AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEJ[i,( CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO A.4 4 R1`,• V TOT. L D. 3 7 .0 P S F S E 0 N- 3852 0 FAx., 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER c PROFESSIONAL ENGINEERING.: : DRAWING,$ 160 A-1- THE, SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p 111 DDR FAC. ' 1.25 ` FROM SLC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS H7, CEI7TIFICATE OF JYU7.1i0A17ATiON#92 t8- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ,j U 1 4 ANSI TPI 1-1995 SECTION 2. -- - SPACING 24.0" JREF- 1S4G352_Z04 LLL131b - H_i) TOP CHORD 2x4 SP #2 BOT CHORD 2x4.SP #2 HIPJACK SUPPORTS 1-_11-8 SETBACK 'JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 4.24 f +lf--0-3 0-4-3 1 3R 115U=180 l-n-0 R=9 U=1802X47 L< 1-10-10 2-9-15--->j 2-9-3 Over 3 Su orts R=123 U=180 W=5.657" i M I J uwu rnLrMn Lu rnuri urirui Ln iivrui 1wrUa aI 1 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98,'CLOSED'BLDG, LOCATED ANYWHERE IN ROOF, CAT-I1, EXP>B, WIND TCDL=5.0 PSF, WIND BCOL=5.0 PSF. PLT TYP. Wave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 QTY.:.2 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 PLATEM INSTITUTE. 583 D'ONOfRIO DR., SUITE 200, MAD iSON, NI 53719), FOR SAFELY FR ACiICES PRIORIOR i0 MISTRUCCTURAL PANELS. BOTTOMSCHORDESHALLLHHAVERW SA PROPERLYDATTACHEDOROIGIDACEILING,L HAY FROPERLY ATTACHED ERFO**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Faooucrs, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC[ F IC AT I ON PUBLI SHED BY THE AMERICAN FOREST AND PA ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA AS7M `A653 'GR 40 ONLY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER f4 F F No• 4270a i1 y-: STATE OF 6 I P,f R0•• T C T C BC BC T 0 T L L D L DL LL L D . 20. 0 7. 0 10. 0 0. 0 37. 0 P S F c PJF PSF PSF P S F R E F R 3 5 2-- 2 0 7 0 1 DATE 0 7/ 1 4/ 0 3 S MYTH LUMBER CO FWQF< TkussDivlslok 2722 SOUTH APOPKA BLVO: - APOPKA FL:.3Z709 .: 407 299 15Q2 Fix,; 407.299-9159 : DRW SLTUSR352 SLT- ENG /WMR S E Q N 21335 U DUR F A C . 1.25 f RO M FROMc- SL C PROFESSIONALENGINEERING - DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER ING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS YF X r SPACING SEE ABOVE JREF 1S4G352_704 CEFEPIFICATE 6F AUTHORIZATION #9218- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Jul14., - - n f1C P. DTMCAICT—C\ CIIDMTTTCD QV TDIICC MCD I,LLL1J1D - 111) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. L<1-4-0r 7-0-12 7-0-0 Over 3 Supports R=359 U=188 W=II" 120-MPH WIND, 11.10 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. 1 10 4 R=164 U=1II0 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 - QTYa19 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES. REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDU NC INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 D'ONOFR10 DR., SUITE 2CO. MA0ISON, NI 53719j. FOR SAFETY PRACTICES PRIORIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPER LV 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 M :•! l, y -/ tIF `•• i No.42704 1 T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 2 0 7 0 2 DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO. f200FITRU55DIVISIO1. DRW SLTUSR352 S L T - E N G / W M R2722SOUTHAMPKABLVO. - APOPKA, FL 32703 407-299-1 522 FAx.;;407 299 91 53 PROFESSIONAL ENGINEERING - - BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A113 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160•A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NSI8IL I TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 7 :- : STATE OF R VVV 'r< p A NAl, :; B 1, TOT. L L L D . 0.0 37.0 P S F P S F S E Q N 3872 9 D U R . F A C . ' 1.25 ' FROM S L C SPACING 24.0" JREF- 1S4G352_704CERTIFICATEOFAUTHOREZATION-#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPf 11995 SECTION 2. JuI 14"' J - F— LLC13/f5 - tC) TOP CHORD 2x4.SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -10-4 R=109 U=180 2-10-3 0 R=48 U=180 IMI3 UNU rMLI'At(tu rhum 6V19ruItM 1INrUI (LVAIJ3 a UI I -IC IN 3I UIN 3) Oum—, ICU DI IRUJ3 1'Ir R. 120 MPH WIND, 10.60 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. 1<1-4-011E 5-0-12 5-0-0 Over 3 Supports- - R=290 U=180 W=8" PLT TYP..Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTYii2 FL 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPINC, INSTALLING AND BRACING. REFER TO HIB -91 -(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D ONOFRIO DR., SUITE 200, FIADISO N. NI 53119). FOR SAFE iY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS .UNLESS OTHERWISE INDICATED. TO F 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 F,w /( rGO 4 ` I: 1 Nd.42704 n 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-- 2 0 7 0 3 SMYTH LUMBER CO F200F:TRUS$n1Vi$ION DATE 0 7 / 1 4 / 0 3 DRW SLTUSR352 S L T - E N G / W M R 2722 SOLITH APOPKA BLVD.: APOPKA, FL 32703 - 4Q7 299 7 522 FAX: 407 299=9 1 59 BUILD THE TRUSSES iN CONFORMANCE WITH TF 1: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. iHiS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DesIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION.) AND TOT. 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. POSIT ION CONNECTORS PER 7 STATE OF - l Pf - O R1O Q :: S`{r BC T 0 T L L L D . - 0.0 37.0 P S F P S F S EON 38517 D W R F A C . 1.25 FROM S L C PROFESSIONALENGINEERING _: CERTIFICATE OF:AUTIHORI7ATTON U921-B- DRAWINGS 160 A-Z. THE SEAL ON THIS DR AVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS rOMPONENT FOR,ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING. DESIGNER, PER ANSI/ TPI 1-19.5 SECTION 2. Q Ju1 14"'03 - - SPACING 24.0" JREF- 1S4G352_Z04 I LLLIJ/D - CS) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6F- 2X4(Al) L<1-a-o>--2-0-12-->j 2-0-0 Over 3 Supports R=207 U=1800 W=4" l -0-4 1 II4R U=180 1-n -0 R=10 U-180 u 1.1. „11— —'' will — ,, —, — «........ .. ...1-1...,., -1 ,., 111.1 120 MPH WIND, 14.52 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. PET TYP..Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:4 FL 1 R Scale =.375" Ft. I 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, 683 D'ONOFRIO DR., SUITE Z00. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMINC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 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 NOT RESPONSIBLENSIBLE FOR ANY D VIAi N FROM THIS DESIGN; ANY FAILURE TOCoffLL0BEEEIOSLU Q•IF •' Q Y f No 42704 P ii j'Y- T C T C gC L L D L DL 20.0 7 10.0 0 P S F P S F PSF R E F R 3 5 2-- 2 0 7 0 4 SMYTH LUMBER Co..STRUCTURAL itOOFTRU55D1VT510N : DATE 0 7/ 1 4/ 0 3 DRW s TusR35z S L T - E N G / W M R2722SOUTHAPOPKABLVD.:. APOPKA, FL 82703 - 407-299-1522 .: FAX'.:,40 .72999 1 53 BUILD THE TRUSSES IN CONFORMANCE WITH IFI; 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 AMER ICAN 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 1S ATE O F r• -. PyRlQ,' •y - f7O,V B C TOT. L L LD, 0.0 37,0 P S F PSF c / JEVN- 20283 D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERINGG: r-EE IFICATE OF AUTHORIZATION #9218: DRAWINGS 160 A-Z. THE*SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SFONS16I LI TY 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 ANSIJTPI 1-1995 SECTION 2. JU 14 03--- SPACINGAt, C I N G 2 4 0 LIR E F C' 1 C' 4 G 3 752L 0 4 - r THIS 0WG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. . Lzel,il S - LI TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 0-4-3 IE1-4-Oy 5-0-0 Over 3 Supports R=290 U=180 W=8" 11-10-4 TR=1 U=180 2-10-3 A9-4-0 R=48YU=180 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98,'CL'OSED tLDG, 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 R Design Crit: TPI-1995 STD WARNING — TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. 0—j©®' REFER TO BC51 ]-03 (BUILDING COINPOHEN7 SAFETY INFORTMAT1011). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOFRIO DR., SUITE 200. "AD150R. NI 53719) AIID NTCA (WOOD TRUSS COUNCIL OF AHERICA. 1300 ENTERPRISE LN. Building D. LIPADEEPLY PPANELSITOPCHORIT. DW SMALL HAVEHAVE ATTACHED STRUCTURAL AND BOTTOHLICHORDNSHALL11HAVE AT PROPERLY ATTACHED Supply RIGID CEILING. a11bL.ELErc O RLA NOO TRUTRDSS IMPORTANT** FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE DBA 5anrrH L.— Co TRUSS IN CONFORMANCE NITH TPI: DR FABR ILATI IIG. HANOII NG, SHIPPING. INSTALLING R BRACING OF TRUSSES. 2722 APOPKA BLVD. DESIGN CONFO0.MS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN SPEC. BY AFRPA) AND TPI. ALPINE APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/16GA (H,H/S/Y.) ASTM A65J GRADE 40/60 11. Y/H,S) GALV. STEEL. APPLY 407-299-1 522 PLATES TO EACH FACE OF TRD55 ANO, UNLE55 OTHERNI SE LOCATED ON THIS DESIGN, EDSITIDN PER DRAWINGS 16DA-Z. FAX: 407-299 9 153 ANY INSPECTION OF PLATES FOL L ONED'BY (1) SHALL BE PER AIINEX A3 OF TP112002 A SEAL ON THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS IC"INENT CERTIFICATE OF AUTHORIZATION #92 1 8 DESIGN SHOWN. THE SLIITABIL ITY AND USE OF THIS COMPONENT FOR AN) ' BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 6. 33.0716 G P'! IFI C,Q y/ F'. No. 42704 STATE OF 0itF'•.< 0R10P S44' Jun 17 '04 TY: 8 FL 1 R TC LL 20.0 PSF TC DL 7.0 PSF we BC DL 10.0 PSF tz BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" 2- 10-3 Scale=. 375"/Ft. REF R352-- 4557 DATE 06/17/04 D R W SLTUSR352 04169275 SLT- ENG /WMR SEON- 22076 FROM SLC JREF- 1SDV352 Z12 LC41.51b - L2 THIS 01.1G PREPARED FROM COMPUTER INPUT (LOADS &!DIMENSIONS) SUBMITTED SY TRUSS. MFR. 1 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 10.10 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. 10-10-4 6 I— R=48YU=180 0-4-3 1T-3 1-10-3 R=23YL 1800 2X4(Al) 1<i-4-031 3-0-0 Over 3 Supports R=228 U=180 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 7.01.0318. u"""°"uv, 0TY:11 FL 1 R Scale 375" Ft. w _ O/_ YtlR` I•IARN ING`* TRUSSES REOU IRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING .AND BRACING. REFER TO BCSI 1-03 (BUILDING CUIOPONENT SAFETY IIIFIRMATION), PUBLISHED BY iPl ITRNSS PLATE INSTITUTE. 58.T AY T C L L 20.0 P SF R E F R 3 5 2 4558 Building O'ONOFRIO DR.. SLATE 200. MA0150H, WI 5J719) AND HTCA (NOL10 TRU55 COUNCIL OF AMERILA, 6J00 ENiERPR15E LN, MAOISON. NI SJ719) f00. SAFETY PRACTICES PRIOR TU PERFORHING THESE FUIICTIONS. UHLE55 D7HERWISF 111DICATEO, A,.((••RT IFI ••• a : A TOP CHORD SHALL HAVE Pft OPERLY ATTACHED 570. UCTURAL PANELS ANO BOT70M CHORD SHALL NAVE A PROPERLY ATTACHED Gv T C D L 7 . 0 P S F DATE 0 6 / 17104 Supply RIGID CEILING. a No.42704 c DRW SLTUSR352 041692760"1 "`P'—Y IMPORTANT*' r BC DL 10.0 PSF ORLA NDO TRU55 F URNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. C S L T - E N G / W M R DIVISION 2722 APOPKA BLVD. INC. PONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: NOT BE S PROVISIONS OF FABRICATING. NOS (NATIONALO DESIGN P SPEC. BYING. IN 5 TAFAPA) YAND AILINGAA TPI. TOBUILD FAILURE BTRALPINEDESIGN ICONFORMS11WITHSMALLAPPLICABLE O'•• 4 ATE or •4Q Q BC L L 0.0 P S F SEON- A POPKA, FL 32703 CONNECTOR PLATES APE MADE 'OF 20/18/16GA (W,N/S/R) ASTM AES.J GRADE 40/60 (W. K/H,5) GALV. STEEL. APPLY OR11.• TOT. LD. 37.0 PSF 407-299- 1 52 2 PLATES TO EACH FACE OF TRU55 AND, UNLESS OT HEN SE LOCA7ED ON THIS DESIGN, POSIilUN PER DRAWINGS I60A-2. 4Js/ V 54342 FAX: 407- 299-91 53 PROFES SIONAL ENGINEERING ANY INSPECTION Of PLA7E5 FOLLOWED BY (1) SHALL BE PER ANNEX AJ OF TPII-2002 SEC.J. A SEAL ON THIS DRAWING ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPnNSI BILiTY SOLELY FOR THE T0. L155 COMPONENT O D U R F A C 1 2 5 FROM J L C CERTIFICATE OP ALITRDRILATIDN Jt921B UDICA1tS DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI ISEC. 2. Jun 17 04 SPACING 24.0" JREF- 1SDV352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. L Ce IJ/IS - L,CA TOP CHORD 2x4 SP #3 120 MPH WIND, 10.52 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #3 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF 6 (— {} 10 10 4 T TR=6 U=180 1-10-3 1-10-3 0-6-3 9-4-0 R=2 U=180 2.5X4(81) 2-8-0 Over 3 Supports R=107 U=180 W=4" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD Fk J[T—]#O®' WARN IFIG`* TRUSSES P.EOUIRE E:l TREHE CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORHATI011), PUBLI5HED BY TPI (TRUSS PLATE INSTITUTE. SBJ O'ONOFRin DR.. SUITE 200. MADIS ON, WI 53719) AND WTCA (HOOD TRUSS COUNCIL OF AHE RICH, 6J00 ENTERPRISE LN Building MADISON, WI SJ719) FOR SAFETY PRACTICES PRIOR TM PERFORMING THESE FUIICTI DNS. UNLESS OiNE RHISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOH CNORD SHALL HAVE A P0.OPEA LY ATTACHED Supply RIGID CEILING.- LbL3ELETc ORLANOOTRU TRU55IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O IV ISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BI11L0 THE OBAS0-1VI l.umn Co TRUSS III CONFORMANCE WITH TPI: OR FA BRIEIIG, HA NOL111G. SHIPPING, INSTALLING N BRACING OF TRUSSES. 2722 APOPKA BLVD. II NF RMS WITH APPLICABLE P V N 7 Y AF .PA AH TPI ALP] NE OESICCO0LICBLEROISIOSOFNOSNATONALDESIGNSPEC, B 7 D APOP FL 32703/ P AT S AP.E HAD F ,A H C W K N S ,A V. STEEL. APP Y CONNECTORLEEOt0IBIBC .H S K as TH AGSJ GRaDE 0 60 GAL L I / / ) / ( / 1 2 407-299-1 522 PIATES TLl EACH FACE OF TRUSS AND. UNLESS OTHERWISE toON THIS OE SIGN, POSITION PER DRAHIIIGS 160A Z. FAX: 407. 299-9 1 53 ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX AJ OF TPII-2002 SEC.J. A SEAL ON THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT C ERTIFICATE OFAUTHORIZATION u92 I DESIGN SHLIWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR AfIY BUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SE 7.01. 0318. aw-uU QTY:1 FL 1 R - Scale TC LL 20.0 PSF REF R352- 4559 TC DL 7.0 PSF DATE 06/17/04 r N0. 442704 :1= BC DL 10.0 PSF DRW SLTUSR352 04169277 6S STATE OF ,. BC LL 0.0 PSF SLT-ENG WMR TOT.LD. 37.0 PSF SEON- 54357 NAI. DU R.FAC. 1 M FROM ROSLCJun 17 ' 04 SPACING 24.0" JREF- 1SDV352_Z12 ov roncc nnro TOP CHORD 2x4 SP #3 120 MPH WIND, 9.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #3 IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 F— 9 10 4 0-IA U=180 9-4-0 FR=- U=180 2X4 (Al 1-4-0 1-0-12 1-0-0 Ove7upports R=234 U=248 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 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 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE AM ., :, r` T C L L 20.0 P S F R E F R 3 5 2-- 2 0 7 0 7 INSTITUTE. 583 D'O NOFRIO DR.. SUITE 200. MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SF EC IFIC AT ON PUBLISHED BY THE AM ERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR 40 GAL V. STEE L. E%LEPT AS NOTED. AFFLY CONNECTORS TO•QRiO.• EACH FACE. OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER IF C. • / 4j [' iG No 42704 ::• STATE OK 11.E S Lam/ V SS'/ONAi T C gC B.0 TOT. D L DL L L LD. 7. 10.D 0.0 37.0 0 P S F PSF P S F PSF D A T E 0 7/ 1 4/ 0 3 S MYTH LUMBER CO iiOOF:TRUS$ D.wmi0N : 272250vmAPOPKABLVD; APO PKA FL 32703 iQ7 299 1 522 FAX:: 407299 J153 DRW SLTUSR352 S L T - E N G / WM R SEON- 20286 O U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING ': -: CERTIFICATE OF:AUTRORIZATON #921:8: 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 BE51GNER. PER 1-1995 SECTION 2. s SPACINGANSI/TPI 24. D" J REF 1 S 4 G 3 5 2_Z 0 4 ASCE 7-98: 120 ,MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C E- 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 ."L" BRACE • 2) 2X4 "L" BRACE •• JI) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' II" 11' 3" 13' 1" 13' 5" U S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" 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 1 STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" 1 3' 9" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" P 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8. 4" 8' 11" 10' 11" 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" Q c\? DFL STUD 3' 6" 4' 11 4' 11 6' 6" 6' 6" B' 4' 8' 9" 10' 2" 10' 2" 13' 1" IT W. STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11 11' 11" r-+ 1 / 2 3' 11" 6' 9" 6' I1" 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" 1 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 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' " 1 9' 1" 10' 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" C 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 D 3 4' 0" 6' 2" 6' 2" B' O" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" B' 0" B' 0" 9' 6" 10' 0" 12' 5" 12' 5" 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" Q rr S P F 3 4' 2. 6' 11 6' 11" B' 9" B' 9" 10' 6" 10' 6" 13' 10" 13, 10" 14' 0" 14' 0" v 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" STANDARD 4' 2" 5' 11" 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" x 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14 0" Q S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 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" 1 6' 1" 1 6' 1" 8' 0" 8' 0" LO' 6" 10 9" 12 S" 12' 5" 14' 0" 14' 0" SYMM ABOUT 2X4 M2N OR BETTER DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL 10„ BRACE IS USED. CONNECT L DIAGONAL BRACE FOR B70p BRACEATEACHEND, MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT L 1 AS SHOWN) AT UPPER END. BONTINUOUS CONNECT DIAGONAL AT REFER TO CHART ABOVE FORMIDPOINTOFVERTICALWEB. P-[IFIC' .l WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TI C TRUSS PLATE INFORDR,, SUITEP 00, SAFETY PRACTICES PRIORS TO PERFORMING TGHESEO FUNCTIONS, UNLESSI OTHERWI EWI,3 INDICATED, 10. 42704 SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOFTRUSS 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 CONFORMANCE WITH TPII OR FABRICATING, A•:• .STATE OF APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE L 407-299-1522 - FAX: 407-299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 4 O••••• p r••' i/Fn •...11... • TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i' NG ITYTHISSOLELY COMPONENT SHOWN. STHE THE ' TYANDOUSE Z"//O nr` I`` CERTIFICATE OIONALFFAUTIORGZATIONING #921 FOR ANYPARTICULARBUILDINGISRESPONSIBILITYOFBNGMPONEI BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR 1 2 STANDARD 1 #2 1 STUD 3 STUD # 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 do BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH I 1 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). CABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' O" OVERHANG, OR 12" PLYWOOD OVERHANG. " ATTACH EACH "L" BRACE WITH IOd NAILS. FOR (1) "L" BRACE: SPACE NABS AT 2' O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' O", BUT LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK. SPLICE, AND REEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-CABI2030 DATE 09/10/01 DRWG A12030ECO901 a ENG TOT. LD. 60 PSF MAX. SPACING 24.0" 1 I1 I GABLE DETAIL AHouT FOR LET -IN VERTICALS GABLE VERTICAL LENGTH TYP. RIGID SHEATHING GABLE VERTICAL PLATE SIZES O 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 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN ]l' 6" 2.5X4 2.5X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd 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 A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0899 ASCE 7-98 CABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A1.0015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS 511015EN0699, 510015EN0699, 509015EN0699, S08015EN0699, 507015EN0699 511030EN0699, 510030EN0699, 509030EN0699, 508030EN0899, 507030EN0899 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI MIND LOAD) FOR MAXIMUM UNREfNFORCED GABLE VERTICAL LENGTH. 2X8 "T" REINFORCING MEMBER zxa "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, CROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI {MIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB, LENGTH INCREASE W/ "T" BRACE WIND SPEED AND hiRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 10 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 10 7. 0 7. 2x6 50 7. 50 I IDO MPH IS FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT I 2x4 10 7. LO Z 2x6 30 7. 50 7. 80 MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. 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 R ~FPLACES DRAWINGS GAB98117 876,719 & HC26294035 WARNINGTO - TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLINGAND INSTALLING BRACING), BITRHB(HANDLINGI)PUBLISHED FITn• CgREF .LET -IN BYTPI( TRUSS PATEWSTIUTE583DONOFRIOORSUITE 200MADISON,WL53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIDNS. UNLESS THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL rr-- C •• v i L DATE ).O2 4 OI S MYTH LUMBER C O. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j ••• DRWG GBLLETINI 001 ROOF TRUSS DIVISIONx*]MPORTANTr FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE A1O A •-F 270( 17 2722 SOUTHAPOPKA BLVD. FOR ANY DEVIATION FROM THIS OESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. 1` ENG DLd/ KAR APOPKA, FL 32703 DESIGN CONFORMS WITH APPLICABLE PROviSIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED HY THE 407-299 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS' STATE 0 F TOT. LD. 60 PSF W. FAx: 407.299-9153TOEACHFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A'•• i • R. FAG. ANYPROFESSIONAL ENGINEERING DRAWINGS 160A-Z, THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE P`••' SPACING .24.0" CERTIFICATE OF AUYHORIZATION 1J9218:SUITABILITY AND USE (IF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE•''•4 RESPONSIBILITY OF THE BUIL' ING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0 R,Q ' 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. t 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 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 1 4-0-0 MAXI 12 12 MAX. W2X4 W2X4 W2X4 8-0-0 MAX-{ 12 W4X12 'fAX. W1X3 6-0-0 W1X3 W1X3 W1X3 _ ( MAX SPACING) W2X4 16-0-0 MAX IIIAJ -' W2X4 TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"—BRACE, 80 0 LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE, BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12V'. BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 OPTIONAL STUB END DETAIL W4X4 lf OPTIONAL HIP JOINT DETAIL 012 R S COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) ! AT 2 " OC PLANC1+`llllllltliuu SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. \pM /,// O\ i THIS DRAWING REPLACES DRAWING A105 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL 30 30 40 PSF REF VALLEY DETAIL j BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR[ DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 20 15 7 PSF DATE 06/25/99 j 7pP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAL S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. N o. 4 2 7 0 4 C IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS IBC DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/KAR272250UTHAPOPI(A BLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, LL 0 0 0 PSF APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN. CONFORMS WITH STATE O F O••. 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA4 ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Q OT-. LD. 60 55 57 PSF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 160 THE SEAL THIS DRAWING INDICATES ACCEPTANCE PROFESSIONAL O O 1ODRAWINGS PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THEESPOS SUITABILITYTHIS ANY BUILDING THE j ` \ j n \ N\\\\\\\\ j7j S DURTAC. L25/1.33 1.15 L15 SPACING 24GEnnFlCATEOFAUn+Or+izATION 09216 OF THE BUILDING DESIGNER, PER ANSI/TPII 1-1995 SECTIONIS2 O Ii...._ _...,. 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 W-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS W-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. PARTIAL FRAMING PLAN I, U IVI IVI UIN InUJJL,J Al b4 uu 3) 16d BOX NAILS, 3) 16d BOX 2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED 2) 16d BOX NAILS, NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD TOE -NAILED 3) 16d BOX NAILS D) (A) 3) 16d BOX NAILS D) ( A) B) RATED C) SHEATHING C) 4'0" TYP. ( B) 3) 16d BOX GIRDER NAILS, TOE -NAILED 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV XWARNINGE- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIII-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIQ DR., SUITE 200, IAADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL ti L--'' // Q ".•'"••"'•. / r\`IFICgF 1 C LL 30 i DL 20 30 15 40 PSF 7PSF REF CONY. VALLEY DATE 06/25/99 SMYTH LUMBER CO. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. J` ', i BC 10 10 10 PSF DRWG ROOF TRUSS DIVISION IMPORTANT;; FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE VL y VALCONVF0699 2722 SOUTH APOPKA BLVD. TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH N0, 42704 BC €, 0 0 OPSF ENG MLH/KAR APOPKA, FL 32703 407-2911522 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA TOT.=L,D. 60 57 PSF55 FAX: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF 1.15 1.15PROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE O '.-IC.1.25/1.33 CERTIFICATE OF AUTHORIZATION 1$ 21 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI L-1995 SECTION 2. j O._'•_ n Q`O P,•_` i CING SEE ABOVE IV6N A1. of, I II 14 imW TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER PIGGYBACK DETAIL 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. I PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING. TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLRM SPACING. 120 MPH WIND, ASCE 7-98, CAT II, EJCP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A E E A A E E E A 20' FLAT TOP CHORD MAX SPAN E E E E 71 EITHER PLATE OPTIONAL B LOCATION IS SPLICE B / BACCEPTABLEp B D-SPLICE B 2, Ll TYP. B B B C-TYP. 12 MAX 1 5aC C C w u u u u lu•_ JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. .(4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1.4 "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 oo. o 0 o o 0 O O o 0 0 0 0 0 o 0 12" 0 0 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE.AIYING REPLACES DRAWINGS 634,016 634,017 & 847,045 xr WARNINGS• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HiB-9l (HANDLING INSTALLING AND BRACING). PUBLISHED' Q IV/ y MAX LOADING REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 'ONOFRIO DR., SUITE 200, MA ISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND j ` ,•••••• V IF •• 9T'• i 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. BOTTOM CHORD SHALL ATTACAECOPYGIOFCTHISNDESIGNIIMPDR n•,• V ` 1.33 DUR. FAC. ANOT;RFURNISHLY TO THE INSTALLATION CONTRACTOR. ALPINE DRWG PIGBACKBO699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS TO BUILD TANDHE TBRACINGRUSSES IOFCTTRUSSESNCEWITH TCONFORMS PI, FABRICATING, NSHIPPNo. 42704 y 50 PSF AT 2722SOUTHAPOPKABLVD. OR HANDLING, NGEINSTALLING DESIGN o ENG DLJ/KAR APOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE g•25 DUR. FAC. 407. 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. FAX: 407-299-9153 APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Z A • STATE O F 47 PSF AT 2 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY 1.1 5 DUR. FAG. PROFESSIONAL ENGINEERING SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE F Q. j ® `,.•.• CERTIFICATEOFAUTHORIZATIONN92113RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0 j _{ _,_ _ O_ _ ,1_ _ ACING 24.0 N Al F-r' BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (IX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 1 8 8 1 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5 9 8 1 7 17 6 4 ++ 4 ++ 9.5 MAX 3X8 TRULOX ** 18 MAX7(2) 4 ** 4 3X12 TRULOX 2X8 WEDGE 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE ti .11N111t117ilIf J jS DRAIYING REPLACES DRAWINGS A115 A115/R & 884,132 VWARNINGar 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'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID n // 1``` r qN,F, f1 IFlC,j'•, 1 `• TC LL PSF 44.(' DL - PSF 77" REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. DRWG BCFILLER0699 CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE B DL 10.0 PSF ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES IGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, NO (270( C`LL — PSF ENG DLJ/KAR APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST TO`I= LD. - PSF407-299-1522 FAX: 407-299-9153 AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC.1.0/1.15/1.25/1.33PROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 4,2zi06 •.•• CERTIFICATE OFAUTHORIZATION #921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ij `_ !i ACING 24.0 S JL EPDOWN `CORER 2' TYI TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 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 2-00-00 1 2-09-15 1 lN 2 DENSE 5' CORNER SET SETBACK 3. 7' 0 „ 0 1, 2 HIP OR COMMON TRUSSF 1 `HIP TRUSS J5 J3 J1 J Jl J3 J5 17 J7 J7 Jl 120 MPH WIND, ASCE 7-98,.CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD., UPLIFT IS350# *** l' 3' S' 7' 2' TYP. UPLIFT:IS 200# OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3:00 12 * 2.12 12 W2X4 - 6T0 .. 4 24 - ALTERNATE LOADING W2X4 W2X5 - - W3X4 TOLL 20 PSF SIIMPSON TCDL 20 MAX PSF 3/a' —I THJA26 BCDL 10 PSF s— i TOT.LD: 50 MAX PSF 3' 5' 7' *** 9-10-13 OVER 2 SUPPORTS DUR.FAC. 1.25 R=463#, W=3.50" R=652#, W=3.50" - END AND CORNER JACKS HIPJACK THIS DRAWING REPLACESI DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, . / INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED C LL 3O MAX PSF REF 7, STBK CSJ, ......•.. BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR ` DL 15 MAX PSF DATE 06/25/99SAFETYPRACTICESPRIORT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, / 0.'Fw.•Q• 'GGTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL`q` ` !' B SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.' (C , f -.IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE - B(,-PL 10 PSF DRWG CS7SBK3A0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722SOUTH APOPKA BUVE). DES ON; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, (' No• 42704. .1* iL 0 PSF —ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = _ APOPHED BY THEKA, FL 32703 AMER I CANLFORETPROVISIONSANDPAPER ASSOCIATION) ANDAL , TPIGNSPECIFICATIONALPINECONNNECTORSSAREMADEOF2DGAOT=LD. 55 MAX PSF 407- 299-91 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF q FAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER STATE OF e - DRAWINGS 160 A—Z. THE SEAL ON THIS DRAWING IN ICATES ACCEPTANCE OF PROFESSIONAL A • FAC. I .33 . PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE '.•• - - CERTIFICATE OF AUTHORIZATION#92113 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i O .•• / _ 9A •!. ACING SEE ABOVE - RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. j _ C rN AV CLB WEB BRACE SUBSTITUTION 1I r THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1-ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: 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 T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIE-91 CHANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONGFRI DR., SUITE 200, MADISON, WI. 53719) FOR i` V IF'c -••• TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL i\\\ DL PSF S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING, BI DL PSFxxIMPORTANTxxFURNISHACOPYOFTHISDESIGNTDTHEINSTALLATIONCONTRACTOR. ALPINE TRUSS DIVISION ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE DRWG BRCLBSUB0699 ROOF FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NO. 42704 •. C-LL PSF ENG MLH/KAR2722SOUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AN BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL407-299 32703 AMERICANLFORESSTPROVISIONSDESIGNBY THE TO LD. PSFPAPERASSOCIATION) ANDALTPI. ALPIINICATIONECONNECTORS ARE MADE OF 20GA407-2991522 - ' ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF STATE 0 FFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FAC. PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE A i•,• c-• CERTFlCATE OF AUTHORIUTION p921 B:SUITABILITY AND USE OF THIS COMPUNENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O ptO r,t NAC.•INGl FORM 60OA-2001 FLORIDA Y II Y " FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Builder. MORRISON HOMES aProjectName: LANTAN ,,, Address: l/'7"' Permitting Office: City, State: Permit Number Owner: i'AOMISON HOVAES Jurisdiction Number Climate Zone: Central 1. New construction or existing New 2. Single family or multi -family Single family - 3. Number of units, if multi -family I - 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ftZ) 1846 ft2 7. Glass area & type Single Pane Double Pane a. Clear glass, default U-factor 253.0 ft2 . 0.0 ft2 - b. Default tint 0.0 ftZ 0.0 ft2 e. Labeled U or SHGC 0.0 ft2 0.0 ft2 8. Floortypes a. Slab -On -Grade Edge Insulation R=0.0, 201.0(p) ft _ b N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A c.'N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11.. Ducts it. Sup: Unc. Ret: Unc. AH(Sealed):Gamge b: N/A 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 R=4.1, 1150.4 ft2 a. Electric Resistance R=11.0, 17.0 ftz - R=11.0, 418.0 ftz - b. N/A R=30.0, 1851.0 ftZ - Sup. R=6.0, 1.0 ft _ Cap: 35.0 kBtu/hr SEER: 12.00 Cap: 35.0 kBtu/hr _ HSPF: 7$0 Cap: 50.0 gallons - EF: 0.86 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) Total as -built points: 27499 + Glass/Floor Area: 0.14 Total base points:28780 Ac75 I hereby certify that theplans and specifications covered by this calculation.are in compliango7ith the Florida Energy Code. PREPARED BY: DATE: / L 3 I hereby certify th t this buildi , a signed, is compliance with th Florid y. ode. OWNERIAGEN - DATE: EnergyGaugelD ( Ver e-.-------- FORM 60OA-2001 SUMMER CALCULATION Residential Whole Building Performance Method A - Details a ADDRESS: , , , PERMIT #. BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1846.0 25.78 8566.2 Single, Clear NW 5.0 4.0 15.0 40.72 0.61 373.0 Single, Clear M 1A 12.5 24.0 40.72 1:00 973.1 Single, Clear NE 1.4 8.0 38.0 47.10. 0.97 1737.9 Single, Clear NE 1 A 8.0 38.0 47.10 0.97 1737.9 Single, Clear SE 1.4 9.0 53.0 61.07 0.97 3141.7 Single, Clear SE 1.4 8.0 19.0 61.07 0.96 1117.9 Single, Clear SE 1.4 6.0 19.0 61.07 ' 0.96 1117.9 Single, Clear SW 1.4 8.0 19.0 56.99 0.96 1042.3 Single, Clear SW 1.4 8.0 280 56.99 0.96 1536.1 As -Built Total: 253.0 12778.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 418.0 0.70 292.6 Concrete, Int Insul, Exterior 4.1 1150.4 1.18 1357.5 Exterior 1167.4 1.90 2218.1 Frame, Wood, Exterior 11.0 17.0 1.90 32.3 Frame, Wood, Adjacent 11.0 418.0 0.70 292.6 Base Total:. 1586.4 2510.7 As -Built Total: 1685.4 1682.4 DOOR TYPES Area. X BSPM Points Type Area X SPM _ Points Adjacent 18.0 1.60 28.8 Exterior Wood 34.0 720 244:8 Exterior 34.0 4.80 163.2 Adjacent Insulated 18.0 1.60 28.8 Base Total: 52.0 192.0 As -Built Total: 52.0 273.6 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1851.0 2.13 3942.6 Under Attic 30.0 1851.0 213X1.00 3942.6 Base Total: 1851.0 3942.6 As -Built Total: 1851.0 3942.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 201.0(p) -31.8 6391.8 Slab -On -Grade Edge Insulation 0.0 201.0(p 31.90 6411.9 Raised 0.0 0.00 0.0 Base Total: 6391.8 As -Built Total: 2014 6411.9 INFILTRATION Area X BSPM Points Area X SPM = Points 1846.0 14.31 26416.3 1846.0 14.31 26416.3 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 h SUMMER CALCULATIONS. Residential Whole Building Performance Method A - Details ADDRESS: , PERMIT #. BASE AS -BUILT Summer Base Points: 36235.19 Summer As -Built Points: 38680.9 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) 38680.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950. 12400.7 35235.9 0.4266 16031.6 38680.9 1.00 1.188 0.284 0.960 12400.7 EnergyGaugeTm DCA Form 600A-2001 EnergyGauge®/FlaRE52001 FLRCSB v3.30 a FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details i ADDRESS: , , , PERMIT #. SASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1846.0 5.86 1947.2 Single, Gear NW 5.0 4.0 15.0 14.97 0.99 222.7 Single, Clear NW 1A 12.5 24.0 14.97 1.00 358.9 Single, Clear NE 1A 8.0 38.0 14.70 1.00 558.9 Single, Clear NE 1 A 8.0 38.0 14.70 1.00 558.9 Single; Clear SE 1.4 9.0 53.0 10.59 1.02 572.1 Single, Clear SE 1.4 8.0 19.0 10.59 1.02 205.6 Single, Clear SE 1.4 8.0 19.0 10.59 1.02 205.6 Single, Clear SW 1.4 8.0 19.0 11.59 1.01 222.6 Single, Clear SW I A 8.0 28.0 11.59 1.01 328.0 As -Built Total: 253.0 3233.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 418.0 1.80 752.4 Concrete, Int Insul, Exterior 4.1 1150.4 3.31 3802.1 Exterior 1167A 2.00 2334.8 Frame, Wood, Exterior 11.0 17.0 2.00 34.0 Frame, Wood, Adjacent 11.0 418.0 1.80 752.4 Base Total: 1585.4 3087.2 As -Built Total: 1585.4 4588.6, 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 Insulated 18.0 4.00 72.0 Base Total: 62.0 245.4 As -Built Total.• 52.0 330.4 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1851.0 0.64 1184.6 Under Attic 30.0 1851 D 0.64 X 1.00. 1184.6 Base Total: 1851.0 1184.E As -Built Total: 1851.0 1184.6 FLOOR TYPES' Area X BWPM Points Type R-Value Area X WPM = Points Slab 201.0(P) -1.9 381.9 Slab -On -Grade Edge Insulation 0.0 201.0(p 2.50 502.5 Raised 0.0 0.00 0.0 Base Total: 381.9 As -Built Total: 20 LO 502.5 INFILTRATION Area X BWPM Points Area X WPM = Points 1846.0 -0.28 516.9 1846.0 -0.28 516.9 EnergyGaugea DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A, Details ' 6 k3 ADDRESS:,,, PERMIT # BASE AS -BUILT WinterBase Points: 5566.6 Winter As -Built Points: 9322.6 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) 9322.6 1.000 1.078 x 1.160 x 0.95) 0AW 0.950 4603.6 5665.6 0.6274 3491.9 9322.6 1.00 1.188 0.438 0.950 4603.6 EnergyGaugeTm DCA Form 600A2001 EneWGauge@/FIaRES'2001 FLRCSB A30 e FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I f ADDRESS: , , , PERMIT #. b BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Cooling + Heating + Hot Water = Total Points Points Points Points Points 15032 3492 10266 28780 12401 4604 10495 27499 PASS EnergyGaugel" DCA Form 60OA-2001 EneWGauge01FIaRES'2001 FLRCSB A30 I FORM 60OA-2001 , Cade Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , PERMIT 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLISI COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABCA.1 Maximum:.3 cfnVsq.ft. window area; .5 cftn/sq.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 comers; 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 to late. Floors 606.1.ABC.12.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members_ EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.12.3 Between walls & ceilings-, penetrations of ceiling plane of top floor; around shafts, Chas soffits, chimneys, cabinets sealed to continuous airbamer, 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 1t2" clearance & 3' from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.12.5 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. r,ruvn Rosier-r2rnrnrC RACACr1DCC /m—* hn mef nr ovcoorlorl by sill rocirioncrac I 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 buitt4n 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. Duds in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 1604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge"" DCA Fonn 60OA-2001 EnergyGaugeOfFlaRES'2001 FLRCSB v3.30 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I __ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 1946 ftz 7. Glass area & type Single Pane Double Pane a. Clear - single pane 253.0 ftz 0.0 ftz b. Clear - double pane 0.0 ftz 0.0 ftz _ c. Tint/other SHGC -single pane 0.0 ftz 0.0 ftz d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 201.0(p) It b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1150.4 ftz _ b. Frame, Wood, Exterior R=11.0, 17.0 ftz _ a Frame, Wood, Adjacent R=11.0, 418.0 IF _ d NIA e. N/A 10. Ceiling types a. Under Attic R=30.0, 1851.0 ftz _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Seated):Garage Sup. R=6.0, 1.0 It _ b. N/A 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 P. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whale house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 35.0 kBtu/hr SEER: 12.00 Cap: 35.0 k$tu/hr __ HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 PT, __ NOTE: The home's estimated energyperformance score is only available through the FLARES computer program. This is rat a Building Energy Rating. If yourscore is 80 or greater (or 86 for a US EPADOE 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-I492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® ( Version FLRCSB v3.30) RIGHT-J CALCULATION PROCEDURES A, B, C, D 2 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02 109 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 17008 ft3 x 0.0167 = 227 cfm 2 Winter infiltration load 1.1 x227 cfm x 32 OF VVnterTD = 79V Btuh a Weber infdration HTM 7982 Btuh 1 305 ft2 Total window = 26.2 Btuh/W and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infl6ation AVF 0.40 ach x 17OW ft3 x 0.0167 = 113 cfm 2 Summer in*atbn bad 1.1 x 113 cfm x 18 OF SumrnerTD = 2245 Bbuh a Summer titration HTM 2245 Bbuh. 1 305 ft2 Total window = 7.4 Btuh/W and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.diff. x 113 cfm = 3344 Btuh rrvVt:uurra v - r-yurNnr112rn alcany waua 1. Sensible sL" load Sensible ventilation bad 1.1 x 50 cfm vent x 18 OF SumrrTD = 990 Btuh Sensible load for structure (Line 19) + 26307 Btuh Sum of ventilation and stricture bads = 27297 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 26751 Btuh 2 Latent sizing bad Latentventilation bad 0.68 x 50 cfm vent x 43 grAb moistdiff. = 1474 Btuh Internal bads = 230 Bbuh x 6 people + 1380 Btuh Infibation bad from Prooedure C + 3344 Btuh Equipment stung load- Wbant = 6198 Btuh Construction Quality is., a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Prubbut certified by ACCA to meet all requirements of Manual J M Ed. VVrjghtSOft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 ICA EAFifes\MORRISON 20021LANTANA\LANTANA.rsr Page i UM Me,S. 7 r.. i.:: a; Orlando fW, FL, US Winter Design Conditions Outside db 38 IF Inside 32 'F Heating Summary Buading heat loss 35205 Bluh Ventilation air 0 cfm Ventilation air loss 0 Bluh Design heat bad 35205 Btuh Infiltration Construction quality Average 0Fireplaces Heatin Cook AreaVolume its 17008 17008 Air cha esftur 0.80 0.40 113Equiv. AVF (cfm) 227 Heating Equipment Summary Male TR*E Trade Efficiency fl4 F SPF Healing fqxA Heating 0 Btuh @ 47-F Heating temp rise 0 OF Actual heating tan 1200 cfm Heating air flow factor 0.034 dhVBI uh Space thermostat Summer Design Conditions Outside db 93 IF Inside db 75 OF Design TD 18 ,F DaiY range Relative humdity 50. % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 26307 Bluh Ventilation 990 Btuh Design teniperature swing 3.0 OF Use mfg. data n Ratel§kng multiplier 0.98 Total sees. equip. bad 25751 Ruh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Bluh Infiltration 3344 Btuh Trial latent equip. toad 6198 Bbuh Tdalqqppatbad 32949 Btuh Req. tcaay at 0.80% SHR 2.8 ton Cooling Equipment Summary Male TR* E Trade Efficiency Sensible coding Latent cooling Total cooling Actual cooling tan Coding air flow factor Load sensble heat ratio 120 EER 28320 Binh 7080 Bbuh 35400 Btuh 1200 cfm 0.046 cfrriBtuh 81 % Bold/ italic values have been manually overridden prir>trwt certified by ACCAtio meet all requirements of Manual J M Ed. Wa-jgjhtsoft Right -Suite Residential' 5.5.06 RSR26017 2002-Oct-1813:38:02 EARIesNORRISON 2002\ LANTANA\LANTANA.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02 109 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 G W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/UV/DIN a n ne b c n 0 n 1 1 90 1.0 5.0 1.0 3.0 62-4 15.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.4 6.5 6.0 39.4 24.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.4 20 6.0 47.4 38.0 1.8 KIT NOOK/FAM a n se a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8 b n sw a c n 0 d 1 1 90 1.0 1.4 2.0 7.0 47A 53.0 2.1 BR4/OPT DEN a n sw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 19.0 0.9 BR3 a n sw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 19.0 0.9 E BTH2 BR2/0PT M SITTIG a n nw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 39.4 19.0 0.0 M BTH M BR a n nw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 39.4 28.0 0.0 WIC LAUND Wt"1ghtSC:) t Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 m E:\Files%MORRISON 20021LANTANAILANTANA.rsr Page 1 Ent'T;.Jfreo1NORKSHEETse DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (407) 831-2665 i 1 MANJAL tMEd r rredioorn ErfmHouse MYAJVM KIT NCCWFAM 3 LerRbandrr t A1.Q ft fi24 ft 15.0x 24.Oft 120 ft 16.0x 120ft 321. ft 16.0x 21.0ft 4 Cekigs C arxi Option 9.2 fti d 9.4 ft heAAlod 9.4 ft haAbod 9.4 ft Fedbod TYFECF CST I HTM Area I Lded(E'htt) Area LoadW) Area Load(l3hh) Area LoadW) D JRE ND Htg Cb ft Ho Clg On Htg Cig ft Htg I Clg ft Htg Clg 5 Gross a 143 4.6 21 1383 345 113 33E Famed b 12C 29 1.9 66 66'... 0 C wand c 13C a2 1.2 4E 172 0 parttiors d GO 00 0 0 0 e 0.0 0.0 0 0 a« 0 f 0.0 0.0 0 0 ti.. 0 6 1Pohd3mard a 1C 37.0 200 73M 0 0 14A glassdoas b 8C 37.0 53 1959 0 0 0 0 0 0 O 0 c 1959 0 Ha3trg c 9C d 1C 38.7 37.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 a e 7L f 20.8 0.0 0 0 0 0 0 O 0 0 0 7 V*b3mard North 204 7 153 2 36 0 0 801 yaSs doors f FM 43.4 86 3733 0 0 1882 0 0 0 0 0 0 0 Cooling EW 51 GW 0.0 47.4 0 1 7551 1717 0 0 4125 Sabi 0.0 0 0 0 0 0 0 O Hoe 0.0. 0 0 0 0 0 0 8 Clhercbas a 1LD 147 9.9 34 338 33B 0 0 0c 0 0 b I 11A 18.91 127 18 340 0 229 0 0 0 0 0 0 0 0 0 0 0 0 0 c0 c 0 0 0 c 00 0.0 0 9 Nat a 143 46 21 1150 5301 2389 2B3 1301 583 113 52D 1140 9.A b 12C 29 1.9 17 33 17 33 0 0 0 0 0 w d c 13C 32 1.2 41E 1317 489 172 5LV 2ll 0 0 0 0 0 0 0 pallor d 0.0 0.0 0 0 0 0 0 O 0 0 0 C e f 0.0 0.0 DO 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c c 0 0 0 0 10 Ceergs a IM 1.1 14 1851 1956 25E6 360 3m 4 9 1GQ A3 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 00 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 201 5210 0 62 1607 O 12 311 0 9m 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 pavrEtar c 0.0 0.0 0 0 0 0 0 0 0 0 0 is dspl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 forslab flo a f 0.0 00 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Irfiltration a 1 26.21 7.4 7982 224 I 111 2915 817 0 0 0 91 2382 670 13 S1 loss6+8_+11+12 3= 10133 1034 ti. 8173 p• Less ea rd hea6rg 0 e" 0 0 p. 0 0LessbarEfer00 0 0 14 Heating redr;t iWion Dud loss 1 0 32(D 1 0 1013 10 103 1 817 15 Total loss =13+14 3®6 11147 1137 89M 16 rt. its Pao* @ 30J 6 lam 1 3m 0 0 121) 12W 2 24D 0 0 1 12C0 0 17 SLtkh RSH g4-F7 2++l6 2.1916 6405 169B m Less etmalcodrg d' 0 0 0 0 Lesstartsfer 0 0 0 Q tie 0 18 g red striYibttiort Ductgain 1 0 2392 10' 0 641 10 s. 170 1 705 19 TctARSt-Ic-(17+18)-RF 1.00 41 1.00 wm 1:00 186B 1f fd"` 7756 2D Acrequaed (dirt) IZr) 12M a 3K) 321 39 85 306 Prirlb ut certified by ACCA m meet all requaa T erb of Manual J M Ed. wreghtsOft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 k EAFiles\MORRISON 2002\LANTANA\LANTANA.rsr Page 1 QIGHTd WORKSHEET ry tEnor a ouse DEL AIR HEATING,AIR CONDIIIONING,R Job: LANTANA 10-18-02 a 109 COMMERCE STREET LAKE MARY. FL 32746-6206 Phone: (407) 831-266,5 1 M*LJALI AhEd Nffmdmorn ER4CPTOB4 Em BTF12 EFZZCPTMSrT1G 2 Ler de4osed'Ad 130 ft 220 ft QO ft 130 ft 3 Roamdn scrs 13.o x 14.0 ft 11.0 x 11.0 ft lao x 6.0.ft 11.0 x 13.0 ft 4 Ceitrgs OxU Option 9.4 ftl 9.4 ft heetkrod 8.0 ft hadfood 9.4 ftl heaVood TYFECF CST HTM Area LoadW) Area LoadW) Area Wai(Btih) Arm Lcad(Bhh) DP LRE NC F dgI Clg ft' Htg Clg m Htg Clg I ftj Htg CIg ft Htg Cig 5 Gross a 143 4.6 21 122"" 297 0 17, b 12C 29 1.9 0 0 0 cYA* and c 13C 3.2 1.2 0 0 0 c pabbo- d 0.0 0.0 0 0 ed 0 r. e 0.0 0.0 0 0 0 6 VNd+sard a 1C 37.0 19 702 1 0 0 1 702 C doors b BC 37.0 0 0 0 0 0 0 Fig c 9C 387 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 c 0" e 7L 208 0 0"` 0 0 0 0 c 0 7 ftd3sard North 23.4 1 18 1 18 0 0 0 Bass doors NEnllAl 43.4 0 0 0 0 0 0 0 0 0 1E c 741 0 C-rrg EW SEEW 0.0 4T4 0 18 0 85B 0 16 85B 0 0 c"" 0 Sath 0.0 0 0 0 0 0 0 c"" 0 Horz 0.0 0 0 0 0 0 0 c 8 Cttudoois a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 QO 127 0.0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 c 9 Net a 143 46 21 ice 476 213 188 86E 357 0 0 0 1 476 213 eF.csad b 12C 29 1.9 0 0 0 0 0 0 0 0 0 c 0 0 vostand c 13C 3.2 1.2 0 0 0 0 O 0 0 0 0 c 0 0 pardons d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e QO 00 0 0 0 0 0 0 0 0 0 0 0 f ao 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceitirgs a 1t3; 1.1 1.4 182 192 zQ 121 128 16B 78 82 103 1 151 1 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 D 570 0 0 0 0 1 337 0 t`bte: roan b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 painn#z c 00 00 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 1O 0 0 0 0 0 0 0 0 0 0 0 forslab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 fbam) f 10 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Irfdmbon a 262 7.4 19497 140 19 101 140 0 0 0 1 497 147 13 Sltk:Wbss Gl+8.+11+12 Z114 2763 82 a.. 2163 Less edaral haft e* 0 d. 0 0 l tiar 0 a. 0 0 0 Heabr19 redxAion 0 m` 0 0 0 14 Drrtloss 100A 220 1034 276"" 10° 8 10' 216 15 Tdal lass=13+14 2475 91 15 Irt gairs F'eorle 31) 0, 0 0 0 0 0 0 12M 1 0 0 0 0 0 17 S +12 6 1 p 105 1299 Less eg ng 0 coofigmdsh s.. 0 a.. 0 0 0 18 Dud gain 1 XB 1 157 10 11 1 1 19 Tdal RSH gsirr-(17+18)-PLF 1.co 22EII 1A0 1-IM t0a 11 1.00 Imo Aarequired (Chi 83 104 1 79 3 5 81 PnntoiA oeffiW try ACCA to meet A requsanert. of Manual J M Ed. wt'gl 1t50Ft Rlght-Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 A EAFiles\MORRISON 2002\LANTANA\LANTANA.rsr Page 2 E RIG iT 1NORKSHEET EEnure ouse 11DELAIRHEATING,AIR CONDI0NING,R Job: LANTANA 10-18-02 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (407) 831-2665 1 MNAJALJ AhEd Namdroarn M3 H MB2 wrl LAU JD 2 3 Lerglhdexroaedw p R.} 0.0 ft 130 x 13.0 ft 27.0 ft 120 x 15.0 ft 9.0 it 60 x 80 ft. 70 ft 7.0 x 6.0 ft 4 Cep O dt Option 8.0 ft teeknd 9.4 ft heAk od 9.4 ft haaVmd 9.4 ft Fund WECF, CST HTM Area LoarJTEA Arm LnadtBhll) Area LoadTBtit1) Arm LoadW) E)FCSUF,E NO Htg CI9 fri) Htg Cig ft) H Cig ft2) Ht9 I Gg ft 1 Ht9 I Clg 5 Cram a 143 4.6 21 0 w 0Bowedb12C291.9 0 0 0 c 13C a2 1.2 0 113 padWom d 0.0 0.0 0 a,. 0 0 0 0 e f 0.0 O.D a0 0.0 0 0 0 0 6 VVdmsard a 1C 37.0 0 0 23 103 N1 0 0 c 0 0 glass doors Heee1 g b 8C c 9C 37.0 38.7 0 0 0 D 0 0 0 0. 0 0 0 0 37. 8 0 0 0 0 0e7L f 0. 0 0 0 0 0 7 Vftbmard North 2DA 0 0 0 0 0 0 0 0 glass doors CadPg wm ENV 43.4 aD' 0 0 0 0 28 0 n` 1103 0- 0 0 a 0 0 0 SE&V Sad1 47.4 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 CQ--doors a 10D 147 9.9 0 0 0 0 0 0 0 0 0 0 0 0 1 0 34D 0 2Z9 b 11A 18.9 127 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 c 0.0 9 Net a 143 4.6 21 0 0 0 113 ml 0 233 0 0 0 0 0 0 0 c c 0 0 0 0 epEed wale and b c 12C 13C 29 32 1.9 1.2 0 0 0 0 0 0 0 113 356 132 85 298 99 A151 56 d 0.0 a0 0 0 0 0 0 0 0 0 0 0 0 partilars e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilirgs a 16G 1.1 t4 iff 1W 234 180 190 243 IE 51 0 67 0 4 c 44 0 5B 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e a0 0.0 0: 0 0 0 0 0 0 0 D 0 0 0 0 D 0 0 0 0 0 0 f 0.0 0.0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 27 700, 0 9 231 0 0 0 1 1111 0 0 0 TNde: room b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 pemr r is dam. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 12 Irfiltratbn a 25.2 7.4 0 0 0 28 206 0 0 0 1 471 132 13 los&*8_+11+12 178 3534 118E Lesse&ff-d ea6rg a. 0 0 Lesshar er 0 0 a.» 0 a. L 0 0 14 red&bjton Duct 1 1 101Y 38M 10 55 607 10° 119 1307 15 To1ai loss=13+14 1 16 Irt gams Pao* @ 31D 0 0 1 300 0 0 0 0 0 c"" 1 0 600 Apo. @ 12D 0 0 0- 2224 1 10 17 aft)t RSF-I ga&7+8 +12+16 0 0 00 mLessetdrg Lesstanger 00 18 Dud gain 1 23 258 lml 1. 222 24 5 10 1.00 17 1 im 1.00 10B 1184 19 TcW RSH gr(17+18) PLF 7 12 tld* 1 112 21 8 - 5 20 Airregrrrted (d" PrirlW certified by ACCA tD meet a8 requirements of Manual J M Ed. Wtt"CgI ft50FC Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-1813:38:02 ACCA E:\FilestMORRISON 2002fLANTANAtLANTANA,rsr Page 3 8 i MUSt nave a nlninum C 4' dryer duct to roof cap N/ v -- - - 10.13 plea plpt4orn by bltlr 16' Q. acme o/8•-ro• . a1v. prance of 4 Irches around the alrhondler per the State Energy [ode. All tlucx bath duct oof cap fan bath duct o roof cap fan-Ight 3• bath duct o roof cap, fan 42X42 A/C LAB BY BLDR MIN 2' FROM WA V. N m L4 Y o_ Q N iUJ o Q N O W Q oz a Co Rating o } IQ N m o Z .. o w 3 5 J O 56QOC m a- -j cn ier_IY,1'1-1-1'til'U'Gt7-fCGV1'C7 1'G'I'GV"'1'17"r'I::VIRIU%1 r'<JR r"(1G'V'Gt'r-i"1'V'i'-1'(1::741'1"IYI'G'IY"1, 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. I 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 DISODIUM OCTABORATE TETRAHYDRATE 59905-9 F BIFLEX SFR TERMITICIDE /INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 00. BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 2764112 BOARD DEFENSE IN CID.E LECHNOLOGIES, INC. DISODIUM OCTABORATE TETRAHYDRATE 44757-20 DISODIUM OCTABORATE BORA-CARE NISUS CORP. TETRAHYDRATE 64405-1 CHLORPYRIPHOS PRO TERMITICIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122CONCENTRATE CYREN TC SPECIALITY TERMITICIDE / INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 61760-10 DEMON TC' SYNGENTA CROP PROTECTION, CYPERMETH 10182-107. INC. RIN NET SFR TERM ITICIDEIINSECTICIDE FMG CORP. PERMETHRIN 279-3062 DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBANTC DOWAGROSCIENCES CHLORPYRIFOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP. SULFLURAMID 279-3196 STATION, LABYRINTH TERMITE BAIT ENSYSTEX, INC.' DIFLUBENZURON 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 TERMITICIDEIINSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER GAYER CORP IMIDACLOPRID 3125455 SOLUBLE PACKETS file:llC:kWINDOWS\Temporary%201nt et%2OFiles\OLK7OF3\TERMITICIDES%20REGISTE... 7/23/02 I BORA - CARE APPROVALS NES REPORT MIXING DIRECTIONS APPLICATION EDIRECTIONS 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 TERMITICIDE/INSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT II 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 TAL STAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / INSECTICIDE UNITED PHOSPHORUS, INC PERMETHRIN 70506-6 TERMIDOR 80 VYG TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL SCIENCES USA LP FIPRONIL 432-900 TIM-BOR PROFESSIONAL • UNITED STATES BORAX & CHEMICAL COMPANY DISODIUM OCTABORATE TETRAHYDRATE 162A-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 Ustupdated: 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:IWINDOWS\Temporary.%201nternet%o20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/0 i RlllclS 1W. a0r 4cv,- a= IN 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: EPA Reg. No.64405-1 DisodiumOctaborateTetrahydrate(Na2B30,3.4H2O):........ 40.0% EPA Est.64405-TN-1 INERT INGREDIENTS: ................................................ ....... 60.0% U.S. Patent Nos. 5,104,664 5,460,816 Density: 11 .51 pounds per gallon 5,645,828 6,426,095 KEEP OUT OFF 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. DIRECTIONS 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 directly to treat the soil. 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 prefix TC-14G), or a NIOSH approved respirator with 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 BORA-CARE® Material Safety Data Sheet for additional health and safety Information.) 100 Nisus Drive, Rockford, TN 37853 MADE 1N THE U.S.A. (800) 264-0870 Www nisuscorp.com A 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 gs, Large Beams andLo 5:1 Dip treatment only. imenslonal Lumber 2 BORA-CARE® is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides long terrn protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobild Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerambycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae 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 treatment/barrier 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 at the 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, subfloors, floorjoists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) ides 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 of floor area (400 square feet of wood surface area), Cr. 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 water to 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: For treating 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 jtgj_#i 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 JW 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 interfere with 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 tite 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 j 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 DAMPWOO.DTERMITES, 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 Vlll and IX for complete exterior application information). M im_7 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 aone.(1) gallon waterto 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, floorjoists,'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-CARE® 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 perimeter of the structure with a 24-inch wide band of 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. Bulidings on Slabs: Apply one (1) coat of a one (1) gallon waterto 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 1t plumbing 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. VI1. 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. VIII. 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. IX. 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 toapplication 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". Wait 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 fogs. 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. Coate. 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 X111. WARRANTY LIMITATIONS AND DISCLAIMER r 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 1.2.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may Impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or Insect infestation 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 1: 1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-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 Diameter BORA-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. C b R P O R A T;,I O N E' 100 Nisus Drive Rockford, TN 37853 800- 264-0870 www. nisuscorp.com 0 National. Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church; Virginia 22041-3401 ® ' Phones 703/931-2187 Fax: 7031931-6505 INCExnnTtoivAt website: www.nateval.org CODE COUNCIL. 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 215 DUNAVANT DRIVE' ROCKFORD, TENNESSEE . 37853 800-264-0870 nisus(Mnisuscorp.com www.nisuscori).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 this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Application BORA CARE 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 consistency as water. 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 expressed or implied, 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 Page 2 of 2 Report No. NER-617 6.0 IDENTIFICATION Each container of BORA-CARE® Termiticide, Insecticide and Fungicide covered by this report shall be labeled with the manufacturer's name/and or trademark and this National Evaluation Service evaluation report number, NER-617 for field identification. 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. IRGMP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 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 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern 7.6 Subterranean Termite, Ft. Lauderdale Research & Education Center, WAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su., 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. I t SI41M AS RENYD - ONE BY WOOD My Y FL RM A R- 0 • - Y. .l NOTES) BUCK -BY OTHERS SEE L+r y a BUCK WIDTH 1 1/4' MIN. bU"A +t M J.li'.i1M. INSTALIJLTIGI ANCHOR EMBEDMENT DINE BY wNxID 3/15' DM.'TAPCON' - , SHIu AS REO'b GF ERAL AL Ur41A) vM - SUCK BY OTHERS y1OY* W SMY FLANGE TYPE - SPACE MAX. ( (SEE N01LS) e c CAUUC BETWEIII WINDOW CAUL( BETWEEN WINDOW FRAME L1vUSR FUF- FLANGE & WOOD BUCK WOOD SUIX'k CONCRETE MASONRY OPENING d OR . MASONRY CONCRETE OR BY OTHERS OPENING MASONRY OPENING .. p BY OTHERS BY OTHERS `\ Q ` INSTALLATION EXTERIOR d 1 1/4' MIN ANCHOR FINISH ' EMBEDMENT BY OTHERS 4 SAS* CIA TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & PERIMETER CAULK WINDOW WIDTH MAS'Y OPENING BY OTHERS T/4' SHIN BY OTHERS SPACE MAX EXTERI 8 CAULK BETWEEN EXTERIOR WINDOW FLAN FINISH FLANGE TYPE " SECTION.2 WOO' BUCK BY OTHERS - VANDOW FRAME READER WINDOW EXIEBIIGB [ A B WINDOW SUCK D E HEIGHTHEIGHTFLANGE TYPE SILL Smm J K L WINDOW FRAME BY OTHERS . SILL WINDOW PERIMETER CAULK - HGT• F - G BY OTHERS COMPARATIVE ANALYSI TION CHART CALL WINDOW DESIGN PRESSURE TAPC-N ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WMTN/ HEIGHT EXIEOCR NTIILOR_- HEAD IAMBS " SIZE12 19 1/• X 26 09 M B F.0 FA131! 1/3 X 35 3A 75 S976 BeB 5FA 14 14+4 19 1/2 X 50 8A 19 1/9 X 54 SA 54 54 B FA 1445 19 1/0 X 55 1A 52 52 8 FA FA15 1619 t/• X 63 19 1 X 72 45 4045 40B aF 1113 25 1/2 Y39 3/R 51'. 51 B 1N4 26 1/2 X 5044 4444 B FA FO1N4+4 26 1/2 X 54 s/9 42 4142 41B B1H4+5 26 1/2 X SS 6/6 40 40 B FA INSZO1/2 X 03 6 45 FG 30 1/2 X 26 S B F,AC30XS301/2 X 35 3A 44 44 40B 53OX4301/3 X 50 6n 40 4040 B FF 3=44-4 30X4+ 5 30 1/2 X 54 /a 30 1A X 55 :A 40 40 B FA 3OX5 30 t/2 X 93 40 40 40a F,0 23 37 X 35 3A 40 51 40B G 37 X &A 40 8 FG 244 4+4 5544 3374400 40B F,G 24+ 5 2537 X 55 We 37 X 63 37 x 72 40 4040 405 FZU 4525 45 z 46 B F,G 4035 45 X 35 3A 40 40 B F.0 F,0 495O 464+4- 45 X 50 $A 49 X 54 SA 40 4040 40B 8F•G.NJ 45 55 IA 40 9 F.G.H1 F. G.H.I 45534a44-5 40 4400 401 333 X 35 4o 40 B F. G 340[72 34 53 1/e 3A 53 1/5 X 50 •A 4 0 FF.9 . 409FAJ4134+ 5 53 1/1 X 55 SA 40 40 405 BF 411 35. 63 1/6 X 83 40 B. F 35 53 1 X 72 40 40 . FH I 1) tR1ERE WATER RESISTANCE TEST REOIAREYETNT OF 15X OF DESIGN LOAD APPL1E5. POSITIVE DESIGN LOADS V6LL DE LIMITED TO 40.0 PSF DUE iD WATER TEST PRESSURE OF 5:0 PSF ACHIEVED N TEST. ERA. TAPCON Q2) INSTALLATION: FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE 3/16' ANCHORS OF SUFFICIENT LENGTH TO PROVIDE WIN. 1-1/4' ELIBEDMENT WTI SUBSTRATE AT LOCATIONS Q 9NOVIN ON CHART. CAULK BETWEEN WINDOW FLANGE A TI ""'" 111LCEIN 13) j)) SEE ELEVATION FOR NEY TD TAPCON LOCATIONS ALOTHERFACTORYAPOFPLIEDINSTALLATIONMIOL6ONDE 3/4• MIN. EN6EDYE71'f INTO WIDE BUIX AT 19THNORJ PRECASRSILLil6ADHESIVE CAULK OR E LE/AT1 O N 3) IF EXACT Y1INDOW SZE 5 NOT LISTED N ANCHOR CHART. USE ANCHOR OUANTITY LISTED BY OTHERS EQUAL LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REDb. VIEWED FROM EXTERIOR SECTION'APPROVED CENERAI: 1) SHIM A5 REWD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX ALLOWABLE SHIM STAG( TO DE 1/4% 1 WINDOW FRAME MATERIAL' ALUMINUM ALLOY 606,k 3) USE LATEX CAULK BEHIND WINDOW FIANCE AT HEAD & JAMBS .SILL.YUST BE e9m. Tl 7991 TINT W. Cm>T Rd.• CMsllk611! 750UA ATTACHED TOTHESUBSTRATEWITHVULKEM716ADNfl:SVE CAULK• OR APPROJED EOIIAL 4) APPUCA710N OF VULOM TIES ADHESIVE CAULK, AT FRAME 55L MAST COMPLY WITH SEALANT w4za lEsan11O1 ASSEMBLY YANUFACIURER• S RECE)ULM NDATIONIL SERIES 1440/1540 MINDOYP 5) USE LATEX CA" FUR PERIMETER SEAL AROUND EXTERIOR OF WI MOW FLANGE 6) GUdS THICKNESS WAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE MAZING IS SHOWNN. INSULATING MAW IS ALSO OUAlnm 1 .. - rwAw n wm. n eB 7) GENERAL ALUMNUIiS 1440 SERIES SINGLE HUNG IS SHOWFL THIS PRINT ALSO- APPLIES TD THE 15Q INSULATING GLASS SINGLE HUNG SERIES. Oy'r-limed` DATE M REVISM B7 FAQ _ N-004210 PREPARED 9r: 141C1000f TEcHw0i QY COMP. 230 WiEXW.IIONLL MI. 51ME 230. mO/•m. FLUMA =744 PHOW 40 603-0365 FAX 407 603-A766 CAULK BETWEEN WO00 BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD -'- BUCK BY OTHERS CAULK BETWEEN OW FLANGE WWOOD BUG( STUCCO BY OTHERS i PERIMETER CAULK BY OTHERS GLAZING WINHEI BY OTHERS L INSTALLATION ANCHOR 3/16- DIA TAPCON BUCK WIDTH 14 MAX. SuM SPACE SHIN AS REO'D CONCRETE OR MASONRY OPENING SEE NOTES) II.... 1 1-1. nN. ' EMBEDUENI BY OTHERS SH61 AS REOD. NOTES) FLANGE TYPE WINDOW FRAME JAMB 4 d CAULK BETWEEN WOOD BUCK & NAVY OPENINGZ.( SEC BY OTHERS GL AZINC INSTALLATION ANCHOR d 1-1/4- MIN. 3/16- DIA. TAPCON EMBEDMENT C 1/4- MAX. ONE BY WOOD SOUL SPACE BUCx BY OTHERS Ex7EPoOR CAULK BETWEEN PERIMETER CAULK WINDOW FLANGE BY OTHERS WOOD BUCK WINDOW WIDTH_ CONCRETE OR MASONRY OPENING YPE BY OTHERS FLANGE T SECTION 2 STUCCO - im COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WIDTH/HEIGHT EXTERIOR INTERIOR HEAD -JAMBS 12 X 60 40 56 D.Ef.G C ).E.F.G 12. x 72 40 506 C NJ 16 X )6 40 69 ACNJ Z4 X 16 4040 55 AS F.G 24 X 24 45 A,B F.G 2• X 30 4040 40 Al FA 24 X 36 24 X 46 40 40 AS D.E.F,G 24 X 60 40 40 AS O.E.F,G A9 0-E.F.G 24 X 72 40 4D40 A9 O.E.F,G32X4540 40 AS O.E.F.G 36 X 24 35 x 45 4040 40 AS D.E.F.G 36 x 72 40 AS O.E.F.G A9 O.E.F.G 46 x 24 40 40a0 A.0 O.E.F.G 46 X 46 40 a0 A.B DS.GF,G46X60404040w.F. B 64 X 24 72 36 so A.e F.c X72 60 4040 t0 A.B O.EF.G x a0 AS H,I 73'x t6 a0 WINDOW FRAME HEADER By OTHERS C N1d AL i'LVRMA B.O.A. . WINDOW MANUFACTURER NADdE. ' iTHEIGHT wTH. GEN5:RAd- AI.WMII-4uM MAMR r la E 71 A C rFNERAI NOTE$• 1) SHIM AS REO'M AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.. MAX. ALLOWABLE D E SHM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. FLANGE TYPE 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. Sal MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUA. WITH SEALANTWINDOWFRAME14) APPLICATION OF VULNIM 116 ADHESIVE CAULK AT FRAME Sal MUST COMPLY SLL y/ MANUFACFURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEA. AROUND EXTERIOR OF WINEIOW FLANGE 6) GLASS THICKNESS MAY WARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. POSITIVE DESIGN7) WHERE WATER RESISTANCE TEST REOUIREMEN7 OF 152 OF DESIGN LOAD APPLIES. TO 40.0 PSF DUE TO WATER TEST PRESSURE 6.0 PSF ACHIEVED IN TEST. WINDOW H I LOADS WILL BE LIMITED NI8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIAPROVIDEMIN. 1-1/4- EMBEDMENT INTO SUBSTRATEHGT. TAPCON ANCHORS OF SUFFICIENT LENGTH -TO AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10). INSTALL 0 SCREWS OF SUFFICIENT LENGTH -TO PROVIDE F FA TOR EMBEDMENT ES WOOD BUCK IF FACTORY APPLIED HEiS ARE NOT PRESEI+T. AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. SCREWS SHOULD BE PLACED AT MAX. 6- FROM CORNERS & MAX. 24 - D.C. 0611) IF EXACT WINDOW_ SZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANIII I LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. WINDOW IS SHOWN. INS PRINT ALSO APPLIES TC- THE 1550 SEKS. F G 12) GENERAL 1450 SERIES PICTURE MARBLE SILL STOOL BY OTHERS CAUL( BETWEEN WINDOW FLANGE PRECAST SILL WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR. ice• LOi zzaL DATA w UIDDI B. Cwby Rd. • CertoBbA. TIE 75066 • PA: Bea flT90ZI • Deiml ff 7S MA_ eEM1N1KX1 INSTALLATION. DETAIL SERIFS 1A50/1550 FLANGE PW plr w.. :.... can o. xN/A o. c-.6tA ITLLECN• _ t_'tl/0; .BI GEMC-''- SHEATHING BY OTHERS B INSTALATION ANCHOR CREW SHOWN (TM.) EXTERIOR—\ FINISH BY OTHERS PERIMETER CAULK BY OTHERS I CAULK BETWEEN FIN h $HEATING SHIM AS REO'D. SEE NOTES) 1' MIN. MBEDMENT FIN TYPEWINDOW FRAMEtlBYXOTTHc JAMB S I II/ IS INSTALATION ANCHOR SCREW SHOWN (TYP.) 2 X WOOD BY OTHERS CAULV 'ETWEEN SHEA h FIN BY OL..dS 1' MIN. EMBEDMENT 77 FIN TYPE WINDOW- I SHIM AS REO'D." FRAME HEADER (SEE NOTES) _ SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISA BY OTHERS EXTERIOR EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT - WINDOW WTH. ANCHOR (TYP.) 0 0 0 0 0 FIN TYPE' WINDOW SILL STOOL o .21FRAMESILLBYOTHERS24' 0.0 / MAX (TYP.) . 0 0 EQUALLY SPADE WINDOW _ ANCHORS (TYP.) HGT-, 0 0 / O PERIMETER CAULK BY OTHERS SHIM AS ES) 0 6' MAX (TYP.) . SEE NOTES) o 0 0. 0 O IS SCREW INSTALATION 2 X WOOD ANCHOR SHOWN BY OTHERS 6' MAX. (TYP.) TYP.) CAULK. BETWEEN . WINDOW FIN - ELEVATION . EXTERIOR I' mitt SHEATHING FINISHOTHERSTS EMBEDMENT ' VIEWED FROM EXTERIOR. SHEATwnc SECTION 1 BY OTHERS 6A 3 NU-Fi A,CT NAbff: c rG N/er?Ar r1- j2 YIA1T1M MASTER F'E # 3 COMPARATIVE ANALYSIS ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF Ia SCREWS NO. OF 0.090 DIA. NAILS S12E (INCHES) CAPACITY N PSF REOD. IN'FRAME REOb. N FRAME WDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL O•EA. IAMB HEAD SILL O EA. IAMB 16 X 1040 109 1 2 2 2 2 X66363223 2 3 2 2 3 16 x 50 a3 6] 2 2 20 X 10 86 bfi 2 2 2 2 3 2 2 4 20 x 40 73 73 592 3 2 2 4 20 1 50 X6059 7 2 2 4 26X30 2 2_ 2 ] 2 2 3 2 4 26 X 50 6 6 42 2 3 2 2 4 30 x 30 52 52 2- 2 2 2 3 30. 40 49 49 2 2 ] 22 2 4 30 x 50 xA} 43 42 2. 2 7 4 36 x 30 41 41 2 3 3 3' 3 3 38 x 40 40 40] 403 ] 3 ] 4 16 x 50 AR 1 40 4 3 7 3 40 X 30 40 40 2 3 ] 3 40 x 40 40 40 403 3 3 4 340 X 50 4 40 A4 S S N 41). SH9A AS REO'D. AOIACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL- ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN EAD ATH. SILL h JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS SINGLE GLA2ING IS SHOWN. INSULATING CLASS IS ALSO OUAUFIED. POSITIVEAD omESIGNLO6) WHERE LOADSWAT R RESISTANCE EO0 0.0 PSFTEST U11E0TYOAERLEST152OFOPRESSUREOFAGOLPSFACHIEVEDINDESIGNST. 7) FRAME OPENING WITH IWO By WOOD STUDS- USING 0. 90IN. DIA NAILS OR 15 SCREWS ALLATION: FIN FRAME WINDOW IN FFCIENT LENGTH O PROwOE WC 1EMBEDMENT WTO - SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED N ANCHOR CHART. USE ANCHOR OIIANTITY LISTED VAIN NEXT LARGER SIZE 9) GENERAL ALUMMIM'S 1140 SERIES SINGLE HUNG 6 SHOWN. THIS PRINT ALSO APPLIES TO IKE 1940 INSULATING GLASS SINGLE HUNG SERIES 1W1 M_ umbF Rd. •C M• f gX(irt0, SERIES. 11 TX 7M•PH 9m 619M•Ddlm. ri NBLY. DRAWING LO TDL SINGLE HUNG WNDOW uA[ N A tt/ o5/01 B GEN-0( 1' HIM. SHEAtHING EMBEDMENT BY OTHERS CAULK BEHIND FIN EXTERIORFINISH BY OTHERS PERIHE7CR CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER GLAZINGSCENOTES) j EXTERIOR i j FIN TTPC WINDOW ' Ij FRAME SILL i4 3 PERIMETER CAULK - BT OTHERS / EXTERIORJ FINISH BY OTHERS CAULK BEHIND FIN SHEATHING J BY OTHERS EMBEDMLNI SECTION 1 WINDOW WIDTH' I/,' NAz. SHIM SPACE 2 z !T WOOD By OILERS SHIM AS REO•D. 2 X 'WOOD BY OTHERS FIN TYPE WINDOW 48 INSTALLATION FRAME JAMB ANCHOR SCREW 1' MIN. AS REVIL GLAZING EMBEDHENTSHIM SEE MOtEi? I" MAX. SHIN SPACE WINDOWHEIGHT H SILL STOOL BY OTHERS SHIN AS RLQ•D. 1_ I/Ni• Lax SHIM SPACE t8 INSTALLATION ANCHOR SCREW 2 x WOOD By OTHERS EXTERIER PERIMETER CAULK BY OTHERS 88 INSTALLATION EXTERIOR ANCHOR SCRCV FINISH COMPARATIVE ANALYSIS 8 ANCHOR CHART V V DESIGN PRESSURE NO. OF " SCREWS NO. OF 0.099 DIA NAILS REQUIRED IN FRANESIZECAPACITYINPSFREQUIREDINFRAME INCHET> VIDIH/NEIGH EXTERIOR INTERIOR MEAD L SILL ! EA JAMB HEADS SILL ! EA JAMB 20 . 30 0 70 22- 2 2 2 3 2320X40040 2 3 2 _ 20 X so 4040 0 2 3 is E 30 0 0 2 2 2 3330 . ,0 0,00 2 2. 3330zso 0.60 0 2 2 + 0 X40X 40 040 00 3 2 3 33 3 , 40 X 50 0 40 3 3 3 x o 50. 30 a 0 0 3 42 , 3350z ,0 0 0 33 3SOM50 50 . 60 40D 40 - 0 3 4 5 73 1 0 0 Y X CAULK BEHIND FIN BY OTHERS t•1V JL. t& J[D 19. CEN FA O a D. O. a FA SECTION 2 SHEATHING HT OTHERS uCiCTUREx NAME: AI ER+4L WINDOW WIDTH MASTER Fis..Fi +{i - • 0 0 o o TI1) RE WATER RESISTANCE TEST REQUIREMENT OF 157. or DESIGN LOAD APPLIES. WILL BE LIMITED TO +0.0 PSF DUE TO WATER TEST o POSITIVE DESIGN LOADS PRESSURE OF 6D PST A[WEVED IN TEST. 2) INS7ALLATIOM: FIN FRANC WINDOW IN WOOD FRANE OPENING WITH TWO BY WOODSTUDSUSINGallSCREWSOFSUFFICIENTLENGTHTOPROVIDEMIN. 1' EMBEDMENT INTO SUBSTRATE OI 0D99 N. DIA NAILS. QUANTI7Y LISTED31IFEXACTWINDOWSIZEISNOTLISTEDINANCHORCHART. USE p o 2 V17/ LARGER SIZE. II SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANcmw WITH LOAD BEARIAG LQM ANCHORLS (TYPPJJ MAX. ALLEXTOWABLE5) WINDOW FAME MATERIAL AALUWNUM ALLOY 6061 I. 7> USE LAIC. CAULK FOR PERIHETER S[ALAAROUND ExTERIw WINDOW FLANf£. SALSOASQUAl11iE0. GLASS CHARTS. p 8) S NGLETGLAZINfiS1S-SHOWN.r INPERSUTA1NGRGLASSSCRIESPICTUREWINDOW IS SHDVK THIS PRINT ALSO9) GENERA. ALUMINUMS 1100 APPLIES TO 1900 SERIES PICTURE WINDOW.- 6' MAX. CTYPJ I 6' MAX. (TYP.) FLEVATIONMS-jjzEvISI011 VIEWED FROM EXTERIOR, Rd. • r--r—TZ 75006 •P.O. BN.TmAINSTALLATION DETAIL SERIES 1100/1900 FIN PV N/A By GEN00'c: O9/OS/DZ03o BY DINERS CALK BETWEEN VINDOW —I FLANtaE t WOOD BUCK CONCRETE ORMASONRYOPEN;Z BT DINERS i EXTERIOR FINISH — By OTHERS PERIMETER CAULK - By OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT FLANGE TYPE — WINDW FRAME SILL PERIMETER CAULK BY OTHERS ONE BY WOOD BUCK BY OTHERS1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SNY, MAX. ALLOWABLE SHIM STACK TO BE 1/i . - IMS7ALLATION ANCHOR 3) WINDOW FRAME MATERIEL ALUMINUM ALLOT' 6063. f—]/16• DIA 7uPC0N 3) USE LATEX. CAULK BEHIND WINDOW FLANGE AT HEAD. SILL @ JAMBS - a) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FLANGE. SHIM AS REDID S) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE NOTES) - I 6N DESIGN PRESSURE CAPACITY OF WINDOW t INSTALLATION IS LIMITED IC 4OD PSF. 7) FOR INSI ALLAY113N OF FLANGE FRAME WINDOWS IN CONCRETE OR NASOAFY OPENING. USE13/16• DIA. IAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE %Ui I-L/A' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS W MAX. FROM CORNERS t 24' O-C. MAX. 1-1/a• mittd BETWEEN BU BUILD DOWN. AROUND CURVED PORTION Dr. WINDOW FRAME TO BE ENGINCRED BY DINERS. FROM EMBEDMENT BUILD DOWN MUST BE OF SUFFICIENT STRENGTH 70 ADCOUATELY TRANS•iR LOAD H WINDOW TO THE STRUCTURE. 9U ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LN17 USE OF THIS 1/4• MAX PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CO6IGURATIDNS SHI SPACE THUT CAN BE MANUFACTURED FROG THE 1450/1550 SERIES DESIGNER FIsED WINDOW FRAMING SYSTEM. CENnL L FLORMA B.O.A.FA MANUFACTURER Nam: M.ASTFR FBA # a Ott. DOEWIHOTSEC CS) BUCKHEIGHT SKIM AS RED'D SCE NOTES) ONE 'BY WOOD BUCK BY OTNCRS 1/A' MAz. SHIM SPACE a a EXTERIOR FINISH J a d HT OTHERS CAULK ICIVEEN VINDOV - I-1/4• MIN FLANGE t WOOD BUCK CMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA. IAPCOM BY OTHERS CAULK BETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS SECTION I 1 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR n 7 7a--.clt- 1/4' MAX. BUR Ntlx— SHIM SPACE SRIH AS REDID 1-1/a• HIM. SEE NOTES) 1 EMBEDMENT FLANGE TYPE I [ALLX BETWEEN WINDOW CRATE WOOD BUCK t JAND NASTY OPENING By OTHERS 4AIX4 cf». INSTALLATION ANCHOR SCE IQIESI C 3/16• DIA. TAPCON ONE BY WOOD PERIMETER CAULK BUCK Br OTHERS BY OTHERS CAULK BETWEEN EXTERIOR FINLSH WINDOW FLANGE BY 07NERS WOOD BUCK nKmv NDIN CONCRETE OR MASONRY OPENING SECTION BY OTHERS WINDOW WINDOW HEIGHT HEIGHT 2 1 1 2 I fJ WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 01,9111A, 4L } p. toot M. CmsET Rd. • CWTa lwi, TE 75M • PA Bas BIBOR • 0.0m TE 7WI wviM4 IEf[RR' INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550- DESIGNER PICTURE WINDOW BB- N. c.aR a scaaC BB N/A ccUe s•*[ Pvc HNnNA BY I ELM _ 3/20/02 B I GEN-0025 NOF 1) DESIGN PRESSURE CAPACITY OF MNOOW 4 INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING MTN TWO BY WOOD STUDS. USING O.D99 IN. NA NMLS. PLACE .099 NAILS 6" FROM BUILD DOWN CORNERS MAX. t Lr O.C. MAX. BETWEEK ' BY OTHERS 3) FOR INSTALLATION OF FIN FRAME WINDOW W WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 N. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6- MAX. FROM CORNERS 4 2A' CC MAX. BETWEEN. A) SMM AS REO'O. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHEAMNG BEARING SNIP. wx. ALLOWABLE SHtM STACK TO BE 1/4'. BY CTHERS EMBEDMEMINNT 61NSTAj3.A1KXV WINDOW FP.AME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR SCREW (TYP.) 6) USE LATEX CAULK BEHIND MINDOW FIN AT HEAD. SILL k JAMBS. L+.AROUNOT) USE LATEX CAULK FOR PERSAETSR SEA EXTERIOR OF CA" BEHIND FIN WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 SHIN AS REDO, SEE NOTES CLASS CHARTS 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME 70 BEEXTERIORFINISHENGINEEREDBYCTHERS. BUILD' DOWN MUST BE OF SUFFICIENT BY OTHERS STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE PERIMETER T/f MAX. SHIM SPACE STRUCTURE f0) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOF INTENDED TO CAULK LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS BY OTHERS - SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE TI00/T900 SERIES DESIGNER FIXED PICTURE WINDOW F/AR'A++MMIyII.N}7GGlT SSYrTYISSTpTEM,,Il. yq t pj gg Y W.r.I'T1j&,L- FLORMA. D.0--s— W FRARI MTYPEEHELDER MANUA&URM NAME: M"TrR Y Y E GLAZING (TYP-) — EXTERIOR SEE NOTES FIN TYPEFRAMESILL PERIMETER CAULK BY OTHERS is INSTALLAn- ANCHOR SCREW (TYP.) EXTERIOR FINISH BY OTHERS CA4,A BEHIND FIN SHEATHING BY OTHERS WINDOWHEIGHT • . YANDOWHEIGHT J 1/4, MAX. SHIM SPACE 91WI AS REOT). SEE NOTES ELEVATION VIEWED FROM EXTERIOR T' MIN. 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 1/tom MAX. SHIN SPACE TWO BY FRAMING SNIu AS REO'D. BY OTHERS FIN TYPE FRAME JAMB i' YN EMBEDMENT SHEATNG BY OTHERS DLA2ING (TYP.) CAULK BEHIND nu SEE NOTES EXTERIOR FINISH BY OTHERS EXTERIOR /6 INSTALLATION ANCHOR SCREW (TYP.) WNDOwMOTH PERIMETER CAULL BY OTHERS SECTION 2 WINDOW wDTH . WINDOW HEIGHT 1 J ELEVATION VIEWED FROM EXTERIOR I ,711/02 1 B GEN01-26 CAUCK BETWEEN WOOD BUCK k MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW RANGE k WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHER /— EXTERIOR FMSH J BY OTHER PERIMETER CAW( BY OTHER WINDNGEOW FRAME HEADER W HEIGHT EXTERIORH FLA GE TYPEINDFRAME WILL PERIMETER CAULKBYOTHER I ONE BY WOOD BVCK BY OTHER INSTALLATION ANCHOR BUCK WIDTH T T/4' MIN. EMBEDMENT 3/16- DIA. TAPCON FLANGE TYPE 1/4'SMU SHIM AS REOL. SHIM AS REOD WINDOW FRAuE SPACE MA1(. l SEE NOTES) SEE NOTES) JAMB CONCRETE OR MASONRY OPENING BY OTHER ENBEDMENT INSTALLATION ANCHOR 3/16' IDIA. TAPCON PERIMETER CAULK Q BY OTHERS CAULK BETWEEN L/, Sw 1 WINDOW WIDTH +1 00 BUCK k MASONRY OPENING SPACE MAX. BY OTHERS EXTERIOR CAuLK BETWEEN ErXTERIOR- WINDOW MANGE BY OTHER WOOEI'BUCK HEIGHT SECTION 2 AN(TYP.) H J K HE PRE CAST SILL BY OTHERS — CAULK BETWEEN WINDOW FLANGEIAkPRECASTSILLWITHVKEM ECTION T III ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT. NOTES WIN C DOW g / IGHT / WINDOW 1 WIDTH D F G2 ' T) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. D F G2 ' T) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM SUCK TO BE ,//4' 21 WINDOW FRAME MATERIAL: µUMINIIM ALLOY 6063 ELEVATION 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE - ATTACHED TO THE SUBSTRATE VAIN VULKEM 116 .ADHESIVE CAULK OR APPROVED EOUµVIEWED FROM EXTERIOR_ 4.) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. S) USE LATEX CAULK FOR PERIMETER ;SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY .VARY PER THE REQUIREMENT'S OF ASTM El 300 CLASS CHART SINGLE GLASS IS. SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 7). GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1560 SERIES MODIFIED SLIDER INSULATING GLASS 8) DRAWING APPLIES 10 INSTALLATION OF FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE ATI 6O D AQiAPSHCONOWINANC DART SUFFICIENT LENGTH TO PROVIDE MINI-1/4 EMBEDMENT INTO SUBSTRATE 9)) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS 10) INSTALL F6 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/1' MIN, EMBEDMENT INTO Woop BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D. 11) IF EXACT WINDOW SIZE IS NOT L'STED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHAR WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMB$ 24 x_12 40 110 H.K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40. 40 H,K A;G 35 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 It 48 40 40 H,K A,G 36 x 55 1 40 40 H,K A,B F,G 48 x 12 40 77 t1,K A,G 48 x 24 40 40 H.K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40. H,K A,G 48 x 55 40 40 ti,K A,B,F.G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 HA A,G 60 x 42 40 40 H,K A,G 60 It 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A.B,F,G 72 x 12 40 70' H,K A,G 72 x 24 40 40 H,K A,G 72 x '36 40 40 H,K A,G 72 x 42 40 40' H,K A,B,F,G 72 x 48 40 40 HA A,B,F.G 72 x 55 40 40 H,K .B.C.D,F,G CENTRAL 1'Lv11EDA B.O.A.F. MANUFACTURER NAME: agn6gL?,aZ- A-1-i frrLUIr MASTER FME # $ I ° Ti aWm 3/2C rlm,n tto.nm• m...:».rtW..lar N.. >vtt m .I.o-ro., r1wo. M1M MANIC EN0027 . A 1•WN oraW4 SHEATHING CAULK BETWEEN FIN SHEATHING 2 X FRAMING By OTHER k SHEATUIC BY OTHER BY OTHERS 1 I- MIN CAULK BETWEEN 9 SCREW 'NSTALATION I .EMI EDMENT _ 1/s• MAX SHEATHING do FIN 6 SHIM .AS E JffD SHIM SPACE BY OTHERS ANCHOR (TYP:) 2 X FRAMING SEE NOTES EXiiERICR FINISH BY OTHERS FIN TYPEBYOTHERS WINDOW FRAME I"WIN. PERIMETER CAULK 1/4• MAX JAMB ' EMBEDMENT BY OTHERSHIM SPACE _r r ya SCREW INST'ALATION FIN TYPE ANCHOR (TYP.) YLNOOH SHIM AS REO'D FRAME HEADER . (SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW EXTERIOR PERIMETER CAULK HEICKT BY OTHERS EXTERIOR FIN TYPE - SECTION 2 6-MAX.(TYP). W NDW OFRAMESAl EOUALLY SPACE ANCHORS ( TYP, EY OTHER — 0 JAMBS) BS) SILL STOOL PERIMETER CAULK 1/ 4- MAX. BY OTHER SHIM SPACE SHIM AS REO•D IN S: REIN (SEE NOTES) WINDOW \ wstawnoN \ ANCHOR ( TYP.) 2 X FRAMING HEIGHT \\\ BY OTHERS \ \ Ex - BYO_ BYG-iERS CAULK BETWEEN COMPARATIVE ANALYSIS h ANCHOR OUANTITY CHART f WINDOW SIZE DESIGN PRESSURE 18 SCREWS REO'D_ .099 NAILS REO'D. INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH• HEIGHT SILL JAMB 6t 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 4B 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 1 40 2 1 3 1 3 1 5 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 4jo 2 60 x 24 4 2 60 x 36 4 3 60 x 42 46 3 60 x 48. 46 4 60 x 55 46 5 72 x 12 47 k262 72 x 24 47 2 72 x 36 47 372 x4247372 x 48 47 4 72 x 55 47 5 Ike I WINDOW FIN h SHEA' iU4C SHEATHING 2 CENTRALH.a"SSILYYA B. X%• 3Y C'HER 1- MIN. - nR7+ EMBEDMENT 1 gl'ACTURM jpJM,'j CZ%. RA_ NOTES: SECTION 1 24- O.C. _ ANCHOR ( TYP.) n//j¢L MASTER r+ y y 1 1 I) St-V AS REC-D. ADJACENT TO EACH INSTALLATION ANCHOR WATT? LOAD MAX'(TYP)' _ _ _A{. w. ER ;'lLE # BE - RING SHIM -MAX. ALLOWABLE SHIM STAGY TO BE 1/4% 2) W...:)OW FRAME MATERIAL ALLOY 6063 _ WINDOW WIGHT 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD •SILL k JAMBS. t` 4) USE LATEX CAULK FOR PERIMETER SEAL.AROJND EXTERIOR OF WINDOW FP AaIE. 5) GLASS THICKNESS MAY VARY PER THE REOUI-EMErTS OF ASTM E1300 ELEVATION 51\2E GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED. -1 )•1"S r 1001 •. Gabl TA.t -*1 D Tm•FA. Im 819m.bb% It 7w 5) DRAMNG APPLIES TO INSTALLATION OF FIN FR4ME WN:OM W WOOD FRAME OPENING - VIEWED FROM EXTERIOR'•'• 1', WA-- TWO BY Ta000 STUDS USING 099 IN qA N'R`:S LE%Z—,m TO PRCWDE MIN. 1• EMBEDMENT W70 SUESIR.-_ CR /6 SCREWS OF SUFi1pEN7 t.•. '1 - INSTALLATION, DRAWING WOOD FRAME STRUCTURE 7; IF 3AACT WIND''lw SIZE IS NOT LISTED IN CHART. ';SE ANCHOR QUANTITY LISTED WITH HE; LARGER LZE. / SEIZES 1150 /T9E0 MODIFIED HORIZONTAL SLIDER B) GE`•ERAL ALUM•NWFS 1130 SERIES HORIZONTAL ei 0E- 3 SHOM. THIS PRINT ALSO , `% ,: DNN G .O sc- AP-_ ES TO 7r_ 19BO INSULATING CLASS HORIZONTAL SLIDER SERIES /%/y/ - _ BB N/A ALLD T[V.EA DAT7i DRN Hu.IBCW Q3 a r 03/11/02 I GEN-002! DCR sn IITMpOx 6'f HW. AG •...as: ao.az. m+ Tfo .+a.•rH.a •.• u.a m..[.,.w. ,r.nro. Isa.a •N.[ l•A?7 aaa-Bva r.. trT; -eMs INSTALLATION MULLION ANCHOR' ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET ==jCZNTRAL FLORIDA B.P. MANUFACTURER NAME: WINDOW FRAME JAMB TYP.) r J MULLION DIE,, NO. 1445 i I II I II II I INSTALLATION ANCHOR TYP.) J FME # 4 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 SECTION A -A LJ EXTERIOR ELEVATION U'tJL IAA Em SEE NOTES a a ° #2&#3 v 1— 7 8-' — SECTION B-B NOTES: 1445 . 0 WHOEN INSTALLATION USEDTO MULLL SINILS APPLY GLE HUNG AOND OR ALUMINUM P TUBE MULLION, WINDOWS SIDE'EBYO SIDE. 2) IN MASONRY CONSTRUCTION. OFSUFFICIENT L TIO HTTO ACHIEVE OCS 1/4"TH 3 IN.,, DIA. CONCRETE SCREW ANCHOR EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. AREA: ENERAL ALUMINUM CORP. CARROLLTON, TEXAS N VERTICAL MULLION INSTALLATION DETAIL DIE NO. 1445 UMINUM TUBE MULLION, DRN: APRVD: - _ DATE: 3/17 /02 JSSCALE: MAIL: - - - - owG NaGEN-0452 H ALF yFLORIDA 27t8PHONE 407-BOS-ORBS FAX 407-BOS-0388 PREPARED BY: ,PRODUCT TE04NOLOGY CORP., 250 INTERNATIONAL PKWY. hEATNROW, GENERAL ALUMINUM CORP. FLANGE HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORZ. EXTRUDED ALUMINUM TUBE MULLION #1445 MULLION WHEN USED FOR MULLING TRANSOM 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 50. 625 190 126 74 31 21 54. 625 189 125 72 30 21 55. 625 189 125 72 30 20 63. 000 189 124 70 29 20 72. 000 189 124 70 28 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 -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 & APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020039 HEATHROW, FLORIDA 32746 12- Jan-2002 PHONE 407 805-03651 FAX 407 805-0366 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 26.000 1609 1497- 1497 1497 1497 1497 38.375 622 515 486 466 465 465. 50.625 331 262 241 210 203 203 279 220 200 180 164 162 54.625 266 211 192 172 156 153 55.625 204 158 143 127 112 108 63.000 72.000 153 11.7 106 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 THISCHART,ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020122 SUITE 2502002 HEATHROW, FLORIDA 32746 FEB 19, 02-0217217 PHONE 407 805-03W I FAX 407 806WW . a, GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW, WTH. > WDW. 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 600000 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 6 APPUCATION ENGINEEWNG, INC. 250 INTERNATIONAL PARKWAY CA020123 SUITE 250 FEB. 19, HEATHROW, FLORIDA 32746 217 PHONE 407 805-03651 FAX 407 805-0366 02-0217 n,iAlir LN MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET - DIE NO. 1446 SECTION A— A MULLION DIE N0. 1446 i INSTALLATION ANCHOR TYP.) i v ; ° SEE NOTES a ° ' #2 & #3 a o v SUBSTRATE SECTION B--BCENTRALFLORIDAB. 0. ApFo 5L AAcTR NADEoEXTERIORELEVATION MASTER FILE NOTES: 1) MULLION INSTALLATION DETAILS 1446, WHEN USED TO MULL SINGLE APPLY TO ALUMINUM TUBE MULLION, DIE NO. HUNG AND. OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM lcORP . ', SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" TO ACHIEVE 1-1/4". MIN. TITLE: MULLION INSTALLATION DETAILDIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. FIN VERTICAL 1446EMBEDMENTINTOCONCRETEORMASONRY. ALUMINUM TUBE MULLION, DIE NO. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA DRN: APRw: ---- JS -11 DATE. 3/17 j C_ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD DWG No FP.AMdN G. WT/FT: — — — — SCALE: MATS — — — — HALF PHONE 407-805-0365 FAX 4C7-B45-O={; PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 3274o 0 DOOR WIDTH /A' MAX. SHIM SPACE INSTALLATION AhYF=R SHIM AS F.E'D'D INSTALLATIOH ANC:•Y_'R TWO HT WppO 88 SCREV SHEATHING SHIM NOTES) R8 SCREW I-l/H MIN. BY DTHERS' TWO BY WOOD BY OTHERS CAULK BETWEEN - EMBEDMENT _ 2Y OTHERS DOCP. FLANGE TWO BY WOOD SLIDING GLASS L SHEATHING BY OTHERS WCR FRAME CAULK BETWEEN OK JAMB HOHTRiP L SHEATHING SLIDING GLASS DOOR - I SHIM AS SHIM MAX. (SEE NOTES)ES) HOOK STR[P r SHIM SPACE - - Ii 1I INSTALLATION ANCHOR LIKBED R8SCREW EMHEOHENIENT EMBEDMENT TEMPERED GLASS CauLK.BETWEIN STUCCO - CTYP.) DOOR FLANGE - pR SIDING L SHEATHING BY. OTHERS SLIDING GLASS DOOR FRAME - - SHEATHING PERIMETER - HEAD - _ B7 OTHERS CAULK BY - OTHERS - SHEATHING .. PERIMETER _ BY OTHERS CAULK BY TEMPERED GLASS STUCCO OR SIDING TEMPERED OTHERS < TYP OR SIDING _ - BY OTHERS GLASS CTYP.) - BY -OTHERS SLIDING GLASS DOUR r" r+'r.,' r•iu ..A.. +_t fi. - INTERLOCK DOOR r r 27t HEIGHT SECTION B-B HOOK STRIP DETAIL LO f D,4 j A ll' LIL•.TT .. .. - C:a3T....1 ' pWip MATERIAL, ALLWIN." ALLOY 6061 r .D INSTALLATION SCREWS MUST RE OF SUFFICIENT LENGTH TO AC LL M NON ENDEOKNT O' I-N' INTO vOO6. TAPCON TYPE INSTALLATION AKHORS AT SILL MUST RE CO p INSTALLATION LENGTH T ACHIEVmal E /ACLU CP CTO SNiSor T-SHAM INTO MA O1RT Fi CONCRETE. A) USEALLATIONCDKRTLICC-1 .MIND DOOR ILAKi AT HEAD L JANRL Uff. inEZED' KRTUC CA{Lx FTR PERIMETER SEAL AROUND EXTERIOR Fl DILIS b) RCtKT0(SR SIZE IS MOT LISTED IN AKHOI CHART; USE AMCMOR OUA:iITT LISTED WITH KiT SLIDING GLANS LARGER LP_ C. FCR THE APPROPRIATE C TSEDESIGNPRESSURE REQ'0. 7) FOIPOCKET0®I SIZES USC CLOSEST IT ASS DOOR SIZE l C[1f1GYRATiOM TO PWSKD CPEHIMG. DOOR F SILL - • B. B PLACE INSTALLATION AMCMWS. IN FRONT O HOOK STRIP AS SNOVN O GUSTTHICxKSTMATWARTPCRKWIRCKMTT !Y ALtM C{700 Glwff CM+UtTi 7) DOD! UNIT IS APPROVED uSIMG IT FiASS W SINFLC GLAZED !7R I.SMALEP IIIG CRASi - IO) JANI / Lill [DINERS ARE TO 1[ :EALSD WIT. A -SNALL JOINT SCAM SE AL[0.' I 11) SN3N AS REO'D AT CA SEt Ci INSTALLATION ANCHML MA. ALLOWAL_E ININ STACK TO RE I/A•. li) ALL INSTALLATIONAKICRSMUSTREODCOIROSIONRESISTANTPANELAPPROVEDE)) WHERE - REPRESENTS —I- PANEL ANO '0' REPRESLMTS Fu[D PANAEL SEVER IN CONFICAAATtO1S ARE ASLISTEDONANCNOICHARTCMIACTNOFiNISSHEET. q' 1+) .NOT ALL CaWIGURATIO4 LISTED AIOvE PRE APPLY pN NSTT DRAWING. MWEWER pKTALVTt01 EXTERIOR ELEVATION SECTIONS - A-A'. 'D-0' L MGOK STRIP DETALL APRT TO INSTALLATION O ALL APPROVED IMBEDMENT CO6IGDIAT[IM. SLIDING GLASS DOOR IS SIGWN THIS PRINT ALTO APPIXES TO D d A 1-l/L' MIN. 3}) FLORIDA CxTRyOERS' I000 TERM. 2 PANEL DOOR SHOWN - ZOW SERIES AND 500 SERIES. _ A , d A ° REVSDESCRIPTIONIDATE IIN' L P I D A EXTRUDERS LIBERALLT APP Y f IN.T. INC- SANFORD FL. CAUSING ENDER SILL I OR SIT SILL, IN BED !NSTALLATICM ANCtiOR I TITLE: SLIDING GLASS DOOR pF c 1+ c ,L Bnb nA. TA?CDN INS I ALLA I ION VI I H =4 SCREWS SECTION A -A l DRAWN BY: 53 APPROVED BY: DING S .LCF FEE 1 L902 i ATE: I"c.••7/Oi ISCAU: NT: _ .. ) 1 n8 SCREW INSTALLATION ANCHOR. _CHART." DOOR QUANTITIES IN HEAD &SILL OUANTITIESIN EA. JAMB QUANTITIES IN EA. HOOK STRIP NOMINAL SIZE AND DOOR SIZE uP TO 46 PSf TO 61 PSI TO UP TO 46 PSf TO EO PSI 61 PSI TO 70 PSI uP TO 45 PSf 46 PSI TO 60 PSI 61 PSf TO 70 PSI 45 PSI EO PSI 70 PSI 45 PSI 4 4CONFIGURATIl7y 4068 XX- OX' x0 48 X 80 6 6 6 8 g 8 g 8 8 4 4 4 4 5068 XX, OX- x0 8 8 B 8 8 4 4 4 6068 xx, Ox, XO 72 X 80 8 IO 10 8 8 g 4 4 4 8068 XX, OX- XO 96 X 80 10 8 8 8 4 4 4 10068 XX OX X Ox, X0 120 x 80 60 X 96' 6 6 6 10 10 10 5 5 5 5 5. 5 5080 Xx, 6080 Xx, OX, XO 72. X 96 8 8 8 10 10 10 10 ' 10 10 5 5 5 Soso Xx, GX, xO 96 X 96 10 0 i0 10 10 10' 5 5 5 0080 xX OX x 120 X 96 ' 6 6 12-. 12 12 6 6 6 750100XX, DX, XO 60 X 120 6 8 8 1212 12 6 6 60100 XX, Ox, X0 I 72 x 120 8 12 12 12 6 7 8 XX X x 96 X 120 12 12 8 8 8 4 4 4 r 9068 Gxp 109 t/8 X 80 12 g 8. 8 4 q 4 12068 OX 145 1/8 X 80 14, I 14. 14 88 8" 15068 Ox0 181 1/8 x 80 16-, 16 16 0 10 9080 OX D 10 1/8 X 96 12 12 12 101D 10 10 5 5. 5 12080 GXO 145 1/8 x .96 14 14 14 10 10 5 5 5 15080 OX0 181 1/8 X 96 12 12 12 5 7 6 90100 Ox0 109 1/8 x 120 12 12 12 t2 12 12 5 7 8 120100 XO 145 1/8` X 120 4 4' 4 g 8 8 4 4 4 9068 xxx 106 5/8 X 80 12 ' 12 12 . 8 8 8 4 4 4 12o68 xxx 142 5/8 X 80 14 14 1a 8 8 8 4 4 4 15068 xxx 178 5/8 x 80 10 10 10 5 5 5 9080 xxx 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 xxx 142 5/8 X 96 14 14 14 6 10 10 10 5 5' S I5080 xxx 178 5/8 X 96 6 6, 2 12 12 6I 7 8 90100 XxX 106 5/8 X 120. 12 12 i2 12 12 1 '12 6 7 8 XXX 142 5/9 X 120 a e Be 8 8 4 4 4 16066 OXxO 119 5/8.x 80 12 l2 212 8 8 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 I 8 8 8 4 4 4 16068 OXXO• 191 5/8 X 80 18 t8 18 u t xx t2080 OXxO x ' 143 5/8 X 96 12 14 12 l4 12 t4 10 10 10 10 10 10 5I5 5 5 5 5 16080 OXxO 191 5/8 X 96 t8 18 t8 is 12 1 b t 8 100100 DXX 119 . x 1 0 12 12 12 12I I 7 8 160100 DXXO 1 I I 14 12. 12 12 6 Jt 7 8 160100 GxxO 191 5/8 X 120 1E l8 4 44 1 XXXX 12068 XXXX 4 Jy I. 141 1/4 X 80 12 I 14 12 I l4 12 14 I . 8 8 6 4 4 q q 4 4 1606E xxxx 189 1/4.x 80 16 16 16 1 1 1 10080 XXXX 11 1/4 X b 12 I 12 12 14 I 10 toI I 10 I 5 5120g0xxxx1411/4 X 96 I 14 1 14 6 10 5 5 I6080 xxxx 189 i/a X 96 16 16 t2 12 12 12 5 8i00100xxxxIU1/4 X 120 12 12 1+ I 12 i2 I120100XXXX1411/4 X 120I 14 14 I 19 12 7 1?014C xxxx 11-39 1/4 X 120 16 16 INCH_? NU. n ;c ENINC: J/TVG SUCK USE SAME, AMOC GR rN'.: T:-- FLORIDA4EXTRUDERSIN. SANFUFD. f LINGGLALLAiiSCK BEv._[c7 Clvl•_ u"i:P 1•EL: rC s COHERE iE DR SHIM AS PE•C'D INSTALLATION ANCHOR PIaSDnRT OPENING cSEE ILc'TES) 3/16' DIA TAPCCN By CTrE?S INSTAL LAT IDN ANCHOR CAULK BETVEEN R8 SCREV (i.TP, VHERE DOOR CLANGy a VOD9 FUCK CAULK BETVEEN 7APCDNS ARE NOT ONE EY vCOD REO'DJ VOODBUOK t EUCK bT.OTMERS PERIMETER MAST. OPENING CAULK BY . BT OTHERS 1 1/4• MIN OTHERS EMBEDMENT SLIDING GLASS STUCCO 0 DOORFRAME BY OTHERS p JAMS 1/4• Max 11 SHIM SPACE 114• NAIL SHIM SPACE - N. - - CONCRETE OR 1 1/4• MI EMBEDMENT MASONRY OPENING BY OTHERS ONE BY VOOD - INSTALLATI 1 'ANCHOR CAULK $ET VECN BUCK BY DINERS - 3/16' DIA. TAPCON VOOD BUCK LHAS,, OPENING7, BY OTHERS Q CAt1LK BETVEEN CAULK BETVEEN SLIDING GLASS DOOR HOOK STRIP L Q VDOD BUCK L HOOK STRIP . Q VOOD BUCK MAST. OPENING BY 07+IERS - SHIM. AS RED•D. 1 I _ ( SEE NOTESI I-I/4• MIN EMBEDMENT Q Q TEMPERED GLASS Q LAULK nLI VLLN CTTP.) - DOOR FLANGE INSTALLATIDN ANCHOR L WOOD BUCK R8 SCPEV (TYP. VHERE ` ONE BY VOOD TAPCDNS ARE NOT RCO'D.) SLIDING GLASS PERIMETER I d BUCK BY 07HERS WDOORFRAMECAS BY - CONCRETE OR HEAD OTHERS \ MASONRY OPENING STUCCO BY OTHERS By OTHERS S.G.D. VIDTH TEMPERED A $AOA,"..'TE PERED GLASS GLASS <TrPJ' SECTION BFACT[JRER N4 p"C=+, SLIDING GLASS DOOR lDOOR i' . A JC T c'V e INTERLOCK HEIGHT . vMiLD YELE Hpp'K STRI-P DETAIL A 1) DOOR NATCRIALL, AUMI'f tR•LDT 406 - 21tAPCdTYPEINSTALLATMAML7, S MUST lrc Or SUCTICIEM LENGTH TO AC3QEVC MIN: {MSCDNEN7 0E- 1-1/4' INTO NASdRT OR CONCRETE. 3) ALTCRNATE TAPCON INSTALLATION ANCHORS ERONT TO BAER 1N ALL (BANE DiNRERS. O IAPCd ANCHOR CHART ON LACK 6 714S SHEET. 5) USE SILICONIZCD ACRYLIC CAULK REMIND DODO ILAKi AT, HEAD L UAAtti VUSESILICDN12EDACRTUCCAULKFOIPERIMETERSEALAROUNDEXTERIOR ¢ DOOR. 7) If EXACT DOM SIZE fi NOT LISiCD IN sI&w CHART. USE ANL7mI ptyUlTltT LISTED vITM NEXT LARGERSIIC. K6t INC APPROPRIATE DESIGN PRESSURE RCD'L R) FOR POCKET DOOR SST[S USC CLOSEST RTPAiS DOOR SIZE L CON•ICANATld 7D'CINiSHED OPENING PLACE tAPCDNS. IN PRdT Or NOON STRIP AS SDOViL SrGLASSTHI[KrESS )uY vwRT PER REOUIRENENTS Or ASTM E1300 GLASS CHARTS 10) ALL fACTORT APPLIED NOES win DCSIGNUTCR fOR TAICON AACNOR SHOULD RE FILLED VITM 8 SCREVS SLIDING GLASS - / B LL SUCTEIR 7 LENGTH iG RDViDC NIK 5/R'- CMRCD[MT INTO -DOD RUCK. DOOR FRAME tO DOOR MIT IENl LE USING TENPERED CLASS IN SINGLE GLAZED OR INSULATING GLASL SILL IL / wM1 / SILL CORNCRS ARETO RC SCALED VI7M A TMALL JOINT SCAM SEAL IL 13) SHIM AS RED•D. AT CA. EC7 SY INSTALLATION ANCMORL MAX ALLOVAILE SHIM STACK TO DC 1/4'- D I IA) ALL iN57ALVTld ANCHORS MUST RC MADE Or C6TROSId R[;:ST AN7 MATERIALS. 13) VNC11 •i• RE RESEM7S )OVING PANEL AND 'O' RC RESENTS FIXED PANEL APPROVER L AT COD IGURATIdS ARE AS LISTED d ANCDOR CHART I NACK Or 7NIS G.MD IGNOTALLCONAIGLgATldSLISTEDAROV[ ARC TDOVM d THIS DRwvING. NpvEvER IMSTALLA7[ON EXTERIOR ELEVATION SCCTIONS ••-Ar, •R-2' L NOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DODO SHOVN C"syAL,RAi1dL IjEMBEDMENTIT) INSTALL ONC TAPCON IM CAcM PAIR 0 CACTl1RT APPLIED IN :ALLA7ION MILES UNLESS TED D A • ; i OA A 1-1/4' MIN - - DORIDA ISE RU CR 10 CHART. SEE SACK INGGLASS SNITSHEET. 1R> ROfER EXTRUOERi 10R0 SERIES BUSING or I DOOR IS S)AVN. THIS PRINT ALSO APPLIES TO 2DDD SERIES —0 500 SERIEL G A D REVI DESCRIP TION DATE INI EXTRUDERS jj LIBERALLY APPLY - ,) -J 1 L P I D A. INT. INC. SANI'OP.D CAULKING UNDER SILL - OR SET SiLL IN BED INSTALLATION ANCHOR I I TITLE: SLIDING GLASS DOOR CONCRETE 3/I6• Dia TaPCDN INSTALLATION WITH TAPCONS SECTION A -A I I DRAWN BY: BB I APPP.OVED BY: nrlr.+ - I' .I - I n.•,•c•.tn/7G iM Icr., In. 9 fC 2- TAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD b SILL OUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP UP TO 46PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO PSF 61 PSF TO 70 PSF SIZE AND SIZE CONFIGURATION S PSF 60 PSr 70 PSF ' 45 PSF 60 PSF 70 PSF 45 PSF 60 4068 XX, Ox, XO 48 X 80 3 3 3 a a a 3 3 3 4 4 4 5068 xx, X. XO 60 X 80 3 3 3 4 4 4 3 4 5. 6068 XX, OX. X0 72 X 80 4 4 4" 4 4 a 3- 4 6068 xX, Ox, X 96 X 80 5 5 5 4 4 4 S 10068 XX Ox XO 120 X 80 6 7<.> 4 5 a 5 a 5 a 5 6 5080 xx, Ox, X0 60 x 96 3.' 3 3 5 5 5 a 5 6 6080 XX, ox. x0' 72 X 96 4 4 4 5 5 5 4 6 6 8080 XX, OX, XO 96 X 96 5 5 5 4 6 6 10080 XX Ox x 120 X 96 6 A 7 5 5 5 5 6 7 50100 XX, OX, XO 60 X 120 3 3 3 6 6 6 6 7 9 60100 XX, OX, XO 72 X 120 a 4 4 6 6 6 6 6 7 (DI) 6 8 9 0 0 xX x X 96 X 120 5 3 4 5 9068 QX0 109 I/8 X 80 5 5 6 4 a a 3 4 5 12068 OXO 145 1/8 X 80 7 17 9 (D2) 4 4 4 3 4 5 15068 OXO 181 1/8 X 80 8 4 4. 4 4 6 6 9080 OX0 12080 Ox0 109 1/8 X 96 145 1/8 X 96 7 8 (D1T 9'S) ' r:5v mks` 15 4 6 6 1580 60x0 181 1/8 X 96 8 5 5 5 4. 6 5 8 6 10 90100 0x0 In 1/8 X 120 5 5 6;; .,, 6=..,' 91.-' Dl) 8 120100 OXO 145 I/8 X t20 7 6 b 7 (DI) 6 5 9068 XXX 106 5/8 x 80 5 5:=-:-.. 4 4 4 3 3 12068 xxx 142 5/8 x 80 7 7. 8 (D1) ca = 4 3 4 5 15068 xxx 178 5/8 X 80 8 1 4' a 4 a 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 8 (DI) 9 (D2) 5 5 5 4 6 6 15080 xxx 178 5/8 X 96 8 11 (D 3) 5 1 5 5 6 10 90100' XXX 106 /8 X 120 5 6 6 6. 7 6 I I 120100 xxx 142 5/8 x 120 7 na in ( 6 6 3 4 5 10068 OXXO 119 5/8 X 80 6 6 7 (D1) 4 4 4 3 I 4 I 5 12068 OXXO 143 s/e X 80 7 7 8 01) 4 4 4 3 4 5 16068 OXXO 191 5/8 X 80 9 10 (Du 12 03) 4 4 4 b b 10080 UXX b yb 6 7 (DI) 5 5 a 4 6 I 6. 12080 OxxO 143 5/8 X 96 7 8 (D1) 9 02) 15 4 6 6 16080 xx0 191 5/8 X 96 9 DI a ( ) 5 5 5 f6 93(( DDa) I (D7) 6I I6 8 10 160100 OXXO 191 5/8 X 120 10 (D1) 16 b 6 1 7 (D1) I 12D68XXXXIIDD47434 5 16068 XXXx 189 1/4 X 80 9 '(DI) 0 cDe) I 2 4 a 1 I 1208011/4 716 8(DIQ) S (D2G) I 9 I 5 4 6 6 80 xxxxxxx 189 1/a X 96 S (DI) 5 6 8 10 100100 xxxx 117 1/4 X 120 6 7 <DI) 6 6 6 ll DI) I6p I 8 I 10 120100 xxxx 141 1/4 X 120 11897 8 (D1). I 10 (D3) 6 17 7C DL) 10 160100 XXXX 1/4 X I20 i0 (D2) 13 (^5) 15 (D7) 6 b 9 8f FC 2, ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY, APPLIED INSTALLATION HOLE: ' DI' THP.0 'D7' DESIGNATES IN WHICH SIZE b CONFIGUREATIONS TWO TARCONS ARE REO'D. 2) -DI- MEANS, INSTALL TWO TAPCONS IN ONE SET.OF INSTALLATION HOLES- 3) -D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONS IN 'THREE SETS OF INSTALLATION HOLES. 5) 'Da• MEANS,. INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) -D5' MEANS, INSTALL TWO TAPCONS IN FIVE, SETS OF INSTALLATION HOLES. 7) -D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) -D7- MEANS, .INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD 6 SILL SHOULD BE PRIORITIZED AS FOLLOWS A: FIRST ADJACENT'TO INTERLOCK OR BUTT STILES IN HEAD 12 SILL. B: SECONDLY, AT EACH END OF HEAD 8 SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD b SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAP, HEAD b SILL CORNERS. G LOCATIONS IN JAMBS OTHER THAN AS LISTED 1N A L B. I' 1 I, A INT. l C EXTRUDERS SANFORD, FL. SLIDING CLASS DOOR TAPCON GLASS CHART B3 01/ 14/02 N.T. S. 74 __ _x)C CIVIL ` FLANGE GENERAL. ALUMINUM CORPORATION VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES Ali iulml IRA M111_uON:. DIE #1446 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SI TE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN: 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1446 FLANGE VERTICAL 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 9 897 897 897 897 87 478 459 459 459 T84 299 266 266 266 88 140 112 105 105 93 67 51 45 43 72.000 52 37 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 407 805-03651 FAX 407 805-0366 01-1.201 i MULLION ANCHOR BRACKET WINDOW FRAME SILL TYPJ WINDOW FRAME HEAD TYPJ SEE NOTES ~1 2 & #3 I D INSTALLATION ANCHOR TYP.) 3 ar DWG NO= GEN-0453 8 SELF .TAPPING c SMS (TYPJ MULLION ANCHOR INSTALLATION BRACKET. v ANCHOR TYP.) a D MULLION DIE NO. 1447 _ c WRJ'L6$jb) ".. _ SUBSTRATE v. ACTR MULLION NCR L L Utj DIE NO. 1447 D 4 1-7/8' v OU TER FILE v D SECTION B-B SECTION A — A. NOTES: T MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1447, ICTURE WINDOWS HEAD TO SILL. EXTERIOR WHEN USED TO MULL SINGLE HUNG AND OR P 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. FFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE SCREW ANCHOR OF SU CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT L•TH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT. INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS. TYP. AT JAMBS. f GENE ALUMINUM CORP., GENERALLf . CARROLLTON, TEXAS r.y..;, •..:. V ., ., TITLE' FIN HORIZONAL MULLION INSTALLATION DETAILr..lu •./:. ALUMINUM TUBE MULLION, DIE NO. .1447 AREA, DR?* B B E E/ATION•" APR V Dr _ _ — — DATE' 3 / 17 / 0 2 a DWG NOr 5- o `. `° i„ WT FTr SCALE. HALF MAIL, GEN-0453 pq QARE!}. ®YY';PRODUCt TECFYiOL OGY CORP.. 250 1NTCRNATIONAL PKWY., NEATMUW, FL13RICA 327 6 PNONE 107-BOS-0365 FAX 107-BOS-O]66 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM FIN HORIZ. MULLION r51.000MULLSPAIV- WDW. HG 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 -C 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020040 HEATHROW, FLORIDA 32746 12'Jan-2002 PHONE 407 805-03651 FAX 407 805-0366 01-1201 DWG No: 4-0450 MULLIC ANCH( BRACKE WINDOW FRAME JAMB TYR.) STALLATION JCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION I I DIE . NO. 1448 II II I II I II INSTALLATION ANCHOR TYP.) i a 4a ° v ° SEE NOTES a o # 2 & #3 v-- -7- SUBSTRATE a A SECTION B-BaCENTRALFLORAB. 0. A.. F _ EXTERIOR ELEVATION n R.4.,.gL. MASTER FIL NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NOF GENERAL ALUMINUM CORP? 1448, WHEN USED TO MULL SINGLE HUNG -AND OR PICTURE WINDOWS SIDE BY SIDE. CARROLLTON; TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. FIN VERTICAL MULLION INSTALLATION DETAi_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBEMULLION; DIE N0. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 ---- pRN_ JS APRw: _—_ GATE:3/17/CSCREWSOF• SUFFICIENT LTH, TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD : SCALE: MATL ---- OWC N0: FRAMING. ---- PHALF GEC:-C=:O MULLION ANCHOR BRACKET NI ULLIVI DIE NO. 1448 SECTION A- A ° a o c 65 fAx A07-•_;5-CD" PREPAP.EO aT: PRODUCT TECNNOLOCY CORP.. 250 INTERNATIONAL PKWY. HEATHROW. FLORIOA 32746 PHONE 407-E05-05 y• r GENERAL ALUMINUM CORP®RAT®iV FIN VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1448 18.000 24.000 30.000 36.000 48.000 53.125 WDW. Vim. > WDW. HGT. V 379 36.000 506 427 390 379 379 44.000 319 262 231 215 208 208 48.000 263 213 166 171 160 160 60.000 129 102 87 78 68 66 42 36 34 72.000 72 57 48 APPLIES ONLY TO W LLION #1448 WHEN USED TO WJLL FLANGE SINGLE HUNG AND PICTURE WINDOWS• CHART 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 CAp20037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 8osm65 / FAX 407 806mm Kj. .\ it r g, p a.r„a 1. FIN GENERAL ALUMINUM CORPORATION VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART P.W. SIZES ALUMINUM MULLION, DIE #1448 WDW. Vim. > 30.000 43.000 56.000 63.000 72.000 88.000 WDW. HGT. V 28.000 565 565 565 565 565 565 37832.000 380 376 378 376 378' 38.000 236 226 226 226 226 226 42.000 182 .167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 11 10 10 12 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 8 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 VAtll'..• vM':• Ir b. p-urea 1t.T M 9 v N1 ` ....... - - - I. TESTED IN ACCOMANX WITH STANDARD BUILDING CODE. CHAPTER 17. TO A POSITIVE ' 9. THE STALIT PLACEA£NT ON DOOM C01•STRUCTED WITH 5 OR ADRE SECTIONS MJST BE nrol AND NEGATIVE 37.5 PSF. 2, DA9N N,).BEI;S REPRESENT YAR10.S SECTION HEIONTS. CONSISTENT WITH THE DOOR SH N". THE STRUTS FOR.T/E ADDITIONAL INN SECTIONS ARE TD BE PLACED UI THE THIRD SECTION. 'TER FILE A REY 9 REY 3. FOR SECTION 7' HIGH DOOR 9H10W. 8' HICH DOOM HAVE 10. AS S4DKN THE STRUT PLACID.00 DIAOSION ON ALL SECTIONS LEM THAN 20.812- REV FIVE SECTIONS. 4 . . I RMJG D BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT t 20.812•. 4. SECTION KIC14T OF 20.8121. 19..00 1 16.7S ARE AVAILABLE 11. SLEW PIN 605911-0001 IS A .1/4• DIA X 5/8' LONG TYPE AS HEX HEAD AETAL SCREW AND WAY 13E LSED IN C0.91NATION TO ACHIEVE 12..POST TO BE INSTALLED. ONLY WH01 HIGH WIND WARNINGS ISSUED, VARIOUS HEICHI DOERS. 13. STRUT PLAC96ENTS t:AN VARY 0% 5. DAOS5)ENT -PATTERN OF 14.50 X 20.375 SHOW. ALTERNATE PATTERNS OF 12.50 X 43.375 00 12.50 X 20.375 AT BE 14. OUWTITY FOR LOCKS CAN BE 0 1 OR-2.TRAC'K1 968, - END HINGE 1 6. TORSIQI SPRINGS SHON. EXTENSION SPRINGS AVAILABLE. 7. USE THIS B:ACUOET• REF. P/N 405964-0002. ON 8' HICH DOORS ONLY. PANEL 2.093 000 8. WINDOW MAW BE INSTALLED IN THE TOP SECTION OR THE SECTION _ V•/ SECTION IM.EDIATELT BELOW THE TOP. SECTION. V I EW -D-D' 1 /8• DS8 2' TRACK - 2' X 6' wow JM9 049 THK (VERTICAL) 2' X 4• WOOD JA49 LLER - OR EQUIVALENT PM' 405964-0001 rZ DETA I L "F' TTO4 FIXTIRE SCALE: t/4. SEE TRACK BOLT 16' WIDE) GATE 4 5/16 X 1 3/4' 5' REF LACSCREW! t - DETAIL 'E' SCALE: tab WEATH E SEAL TTEM BAR OPTIONAL WINDOW DETA I L SCALE:3/32 -. CENTER STILE P/N-408680-0004.5.6 3 t/8-•-. 2' X 6' WOOD JAMB 2/ X 4" WT30D JM9 OB EOUIVALEryT. SECTION "C-C" D' SCALE: 1n 4W6so-o004 [NO ANCHORATE SHAFT-0 BRACXEi TCP ONLY 3 PLCS) 407603-0001 9 PLCS) 401199-0001 7YP 2 PLCS w IONfES) IZCNTAL TITACK - 8 CONTERBALANCE NAI SPLICE IN RNTALTRACK AT 407605-0004FRADIUSTYP2PLCS 404829-0003 D•j TYP 2 PLCS 02407605-0003TYP2PLCSFR404528-0003 TYP 2 PLCS 02 a 400650-0001 HIS=1TYP 3 PLACES 407605-0002 13.511 KZ 11- 72-PLCS" D46150- 0003 - 404826-0003 TYP. 2 PLCS 36. 00 E , . B. .B. STANDARD TRACK DETAIL FOR 16' 405771-0001- P/N 404828- 0003 SCALE: -// 15' • 1• 16•-0- MAX. WIDTH- SCALE- Ilia'-?* SERIES 280 TFRU 289 ARE EQVIYALENT CONSTRUCTION 250A STEEL INTERIOR ELEVATION SERIES 180 ARE. SAME CVSTR.CTION AS SERIES 280 ONLY 24CA STEEL AND ETD C4PS DOOR TESTED WAS 28i SERIES. - - - at sr.rw woe Wewor wwsr)ss a sal n K wean s seww ss ew sn aarw4a Ala K wm P mIYA! eimwAlarnwaww® o rn a a mmm a um ry line ww. w ro® wos. wwx ec Pt. wwree W 4wsso mw mrauw.. waw w sm A w ).c. DOOR WIfaTH CENTER $T iLE END STILE: STTNJTS/SECT. ROLLER yERitC T Fi_-FIT> Hw 9JP'ER ta• SLNOLE 7E5 2` X 7I76' OA9• 100 STD.. 408327- D001 ® ' A' 404828= 0003 TYP 2 P1CS. tLRE I 1GE w. 1 7/8' THK. SECTION ' A -A' SOME: 114 F• r 061601-0000 4 DESIGN' LOAD 25 PSF ± 21. B8 (T'-0. 5HA0'M4) T ST LOAD 37. 5 PSF ± e•= o1 MAX. HEIGHT 21. 571 1, ::. . •' 1 405771- 00102 •X $,„//r/j,, yfJ{ 104528- 0004 01/ 73/98 N IDIFI.WINa OAD -4" )4T0( p o2R19JBa 409.'335 0217919a Nab. } 0575 OR W / 16 X4. p SCREW 6.04 A PIN 409328-0001 PLATE.HASP REV PER tN tO130 319615E DL 9 REV rM EM 10141 3/U/93 C IN m EH 1015 2 711E - .091 MI N-1 ..{{ LENGTH • DOOR WIDTH - V - • 21 IRONT06THc. 7/B-Y- y 11/32• 2. 25 0 0 0 Tt 1 0 1 111 Q O- 223/ 32 3 9/16• 1 7/8 3/ e MIN TFK j 070 MIN-4- 2 711E P/N 400650-)O=. ROLLED HS-X STRUT P/ N 401199-0001. TOP FIXTURE P/N 405771-XXXX DOT. FIXTLRE PART EjM IN.TFK STRUT FCR 180/250/29011390 SERIES _ k00650-0001 .030 HS-t . ATTACH TO DOOR WITH ATTACH f0 DOOR WITH 400650- 0004 .020 HS-0 PIN 061601-0000; SLIDE LOfi( ASSY 4 SCREWS PM 605971-DDD1 - 3 SCREWS P/N 605911-0001 t 0575 2 9/32-r-I. _ i. ; t 070 MIN - OQO 3 3/18 _ 4 9/32 . o o2; •, o 2 3/8• O c p o 0 O OO - •070 MIN O 0 108 MI N cif .103 MIN-4- 6.00 7/1 7 33Y O Q 0 O P R4 405964 3 046450. BRACKET. SCAB KE- P/N405964-0002. BRACT, SCAB JOINT P/N 407603-0001• CENTMR HINGE p O PART. MA43ER I'L' i p p STEEL DOORS 405984-0001 3-7/4 - - ATTACH TO DOOR WITH PiN i07605-XXXX. ETD. HINGE 4 SCREWS P/N -005911-COOT - RESID. STEEL DOORS O48450-0003 4• L-5. 00 P/N 409331-0001 PLATE, FLOOR w2.765 _ 156 DIA 8 375 DIA P/N 508069-0001 PIN 407605-OM . 85 SCAB BRACKET DETAILS 407605-00" 1.10 {.-4.58+'{ 407905-OW3 1. 35 I I . . 40700 -OM1.60 - - `` ATTACH TO DOOR WITH .1. 6j0°Yr .g .` -. 4 SCREWS PfN 605911-0001 i_ P _ L "`''. er 44 .44, - P/N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LOS. MAX. TROT - - MJSHROCN WAD LOCK T6 25--: 4-' - ... REF. I 1872.- 101 1141-20 } EX NJT - O 01 4.00 0 DOOR T • - 375 DIA 4 HOLES PM 468379- 0001 LINK P/N 408876-0001 SUPPORT ELEVATIONOCR PLATE rrrrn gpPOST ASSYFLOOR wm sa.w tXmPsi94i1 ou+ s oml imiww. a lesere w u ero osrsa wr "' """ Wrnq 4f p wu nwca wr. wr wr,wE e"mmavy n4v4eea • .a 94-uuul.c: o ON 180 SERIES PM 408680-0004. 5.8 FEW ON-280. SER465-..._ f05911-0001 'CR 1• 00 f.05894'01( SELF-DRILLINGt'" 1='/ <''" Il. = SECTION •G- G' STEEL STMI19 i IS- WIDE' DOORS)- VAX PfN 409326-X= POST ASSY VERTICAL 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 LINE BEARING L I N 89°59'43-E L 2 S 89°59'43-W LOT 70 LOT 69 LI LOT 90 8 GRADING 5.500 SO. FT tee— - P.C.P. CITY OF SANFORD 40.0 Map of §{dAyty 50.00' 50.00' LOT 68 11 1846) L ANTANA ELEV. A.B & C- SINGLE FAMILY RESIDENCE `na o FIN. FL. 0 ELEV: 14.6 60.0'D 40.0'W 6.7' a W 12.0 1.3' L2 I Wz LOT 91 02 85.00' N 89°59'43-E V 574.(0' REFERENCED BEARING i IS G Y •'• Y rr e CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F - PRIVATE ROADWAY LEGAL DESCRIPTION. Lot 90. " V E N E T I A N BA Y according to the plot thereof as recorded h Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Porcel shown hereon lies within Flood Zone X . according to the Flood Insurance Rate Mop Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plottin from Flood hsu-once Rate Maps pprovided by FEMA. No field surveying was performed by this Firm to determine tFxs Zone. The exact zone location con only be determined by on elevation study. We assume no responsibihy for actual flooding conditions concerning this parcel. General Notes: 1. This is a BOUNDARY Survey performed in the field on ) R 0 I'OS D . 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. . 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon: 5: The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. 8. Copies of this Survey may be made for the original transaction only. o Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3162, or iron rod with red plastic cap marked 'Witness Comer" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 2004 Herx & Associates Inc. All rights reserved Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and r This survey meets the require is l the F ida Minimum Technica{{h EMndards as contained in (a(et QiG17-6 lorida Administrative P. C4 Q5 wn y William A. Herx, P.L.S. Florida Registered and Surveyor No. 3182 Darae L. Przemieniecki, P.S.M. Regisfere 'urveyorand Mapper No. 6030 William R. Herx, P.S.M. Registered Surve and Mapper No. 6092 Herx & Associates Inc., State of Florida L 937 0 0 Ln N / P.C.P. SETBACKS: Max Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 'Corner 15' IMPERVIOUS SO, FT. _ 5 1 Minimum Lot Width 50' LOT S0. FT IMPERVIOUS AREA-2825SO.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 I I e r Engineering, hc. Job Number 2001. Legend G Temporary Benchmark GYS Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book CIL Centerline PC Point of Curvature P. C. Point of Compound Curvature, A Central or (Delta) Angle P.C.P. Permanent Control Point . CALC Calculated CS Chord BearingPageP.R.M. RR Permanent Reference Monument CD Chord P/L Property LineC.M. Concrete Monument P.O.B. Point of BeginningEL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P. I. Point o/ Intersection FD. Found PRC. Point of Reverse Curvature Fin'Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R Radius I.R. Iron Rod RAD Radial Line L Arc Length RES Residence LB Licensed Business W RAMRight -of -Way LS. land Surveyor TBM Temporary Benchmark porrTempMeaMeasuredTYP. Typical NID( N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legal Description This is not o Survey Drawn by: CM Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scott : I-• 30' Plot plan performed: 06-01-04 Model Chonye: 07-13-04 Foundation Survey: Final Survey: Revisions . HERMA OTRU® C"SM CRAF-r OUTSINM r1•e SMLE AND DOUBLE WX WAOUT swarms. wsuLATED FiBEROLASS DOOR WTH W170D t3iAME& 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDABUILOINGCODE1994EDITIONFORMIAMI-DARE CL)UNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE S. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED ASSHOWNONDETAILS. ANCHOR EMBEDMENT TO BASE MATERIALSHALLBEBEYONDWALLDRESSINGORSTUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT MEQ$ THE WATER REQUIREMENTS FOR MIAMI-DARECOUNTYWITHTHEUSEOFTHEHIGHDAMBUMPTHRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW. 6. MLAL4I-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7. SIDtLTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE cl>tJFIGURAnoN. r r u u, , , or n • I rg ass (SMC) skin 0.105 min. SSidelite Sheet: 0.07 min. thk with yield strength f ( Sin.)=6,Othk IPsitordesronPolyurethanefoomcore, withl.9 bs d by by Pont Const i n: The pond skin is constructed from a densityth A sheaf moTdm9 cuff" it (SMC} The interior a wity is filled with 1-99' ddensityB4SF epofyuretbarefoom The Panel face sheets are gkeed to the, wood stie0 and r15 The latchandI-kv aides am LVL or LSL The bteh stile 0kh is 443 X 1.4 is the latch re%w;remad. The1pp and bottom mi are of a wood oo e ogfei m In thedoubledoorapp6coliontFxunitivedoorisfittedwithmastrogalof 6DSO-76 opal: p Frame Construction• The frame s constructed from frnger Ja e h p e widex 1.17' thick The 'mode, is Joined Jam (3 / 8, x 25' f'fuTPs Head W Screw. TTje Ihreshdd 8 s toaidejambswith (2 V. 1 Z sown x 2 bng staples at each side. The mrdlions are together in a siddde opplica'oa / 2' kxg PFU Wood Screws (6) screws ppeerr eoch rtru6on• The units uses an putssurg Bumpthresholdmeasuring4.61.5 x W7 r r SMC Lq Life - OA sue is 275' wide x 50.19' high secured 1.75' Pon Head Screws The frame are sealed with SITi— coulkirg (Dos 79S) to sidefi a panel and to the gloss. Srdefrte Glaz na SMC Lip life with the yield strength Fy(min•)= 6,200' Pit @ TUC LIP Lice wah the yield simno Fy(mn)= 4,674 ps - 04 sire is 9.85' wide x 65.65' Wide secured w/(16) to x 1.75- Phillips Pon Head Screws• The frunm cm sealed with silicone eauidng (Dow 795) to side6le pond and to the gbss• btegral Flush pared - ine side6te sash fox panels ore naAfed to receive the insulated doss The glass is cttodW to the sida6te fox sheets with x&ww glmin9 cwW*Und (Dow 795) TABLE OF CONTENTS SHEET #1 DESCRIPTION y 105. 5' MAX. OVERAII r wa+c ww i n — E. LL WIDTH 36.625" MAX. 36" MAX. PANEL WIDTH 15.5` MAX. Q j PANEL WIDTH W/ASTRAGAL FRAME WIDTH 1. a co tttQLLL a 13.9375` MAX. WIDTH O tnCO 7.125' MAX. D.L.O. Q Z to q / -'a / WIDTH UP LITE v p4i 24.5' / 2 z CL MAX 24.5' cc / 7.0' MAX. D.L.O. O W C ) MAX. - :3 o WIDTH INTEGRAL IITE p O D.L.O. 1ii r- _ D.L.O. t] (TYP. FOR TYP.) Zit cxa / ') / z BOTH SIDEUTES) n o,a Mx / -' ¢ co = co a U312 tn N C o' .. ^ n cz co IN94 f AM m J o W/sIDELfIES OLITSWINN UNIT U o S purr F OI1TS141NGUNOPTION0W/ SURFACE BOLTS i SEE DETAIL 'A" SyW o '. 74.5' MAX. OVERALL FRAME WIDTH 68.5" MAX. OVERALL WIDTH _I 36.625' MAX ARFVI£NFl? L2.4_j5-' D FRAME{PANEL WIDTH I .L.O. W ASTRAGAL m j ] 3.9375' MAX• WIDTH d 7.125" MAX. D.L.O. tn o :3 J 4 WIDTH UP LITE a o 7.0' MAX. D.L.O. z 24.5' * e z / x MAX _ -WIDTH INTEGRAL LITE TYP. FOR 40j / _ / / BOTH StDELfTES) U tn v CA / ilx O o z 10 iVE CONS 7 ING ` W/ SIDELITES OLITSWING UNR 513.654.3531 nnUffLE OUTSWING UNff oar ] 1 05 01 OPTION It W/ SURFACE BOLTS sc p N.T.S. SEE' DETAIL A' SH1. 3 owa. er WLN DESIGN PRESSURE RATING cw_ RW WHE WATER INFILTRA ION RE UIREMENT IS NOT NEEDED owaa,ra OPTION 1 W/OUT SURFACE BOLTS +47.0 PSF -47.0 PSF 5-2161 WITH SURACE BOLTS do sHrt or 9 OPTION 11 WINDJAMBER 11 ASTRAGAL +70.0 PSF -70.0 PSF ems• Zy B v PANEL. TNK SEE GLAZING DETAILS IKMMFt. o > N O OJ 6 0 = oO W-% SEE NOTE O O SHT4 OOO n O O W co 1.68_ All O o yZ .- n 1 PANEL T[NIC 0610 O° 42 r ti V ° i '' iSEEGLAZINGd DETAILS =.. w N 4 < hm UN 28 0 0. FXTEFMR Id ZZ O ° A 42 ci O US 0° 0 SEA N 43 SEE 15SN1 61 i wnec cECTION once ccr.TlnNp(JTSWMIG SIDEIITE PANEL 1 2 OL?SWING DOOR PANEL W/ WGH DAM THE CROSS SECTION 6 Z OUTSIYING DOOR PANEL SNOWN W%THE CLASSIC CRAfT' fi.USN GLAZED Nc ,14 GLASS W/LOW PROFILE THRESNOLD SEE DESIGN PRESSURE TABLE) r (( tt {{,JJCENTR- M, T fT.1l' LjJ.• 1%a-1 1. Y 1 ,( f,. Lr L. 'r IT •I.J- 1,( •J v/.J... f• . i fm dx W U N=. z 8 N Ma1 1.6r AfML _ PANEL THK 29 . SEE GLAZING DETAILS,_ INnM B in • e.- tea- NOTE IT. 4 B1S.684.3651 le T1 5 Ot WS is sr K x er RW Qi NO:. S-2161 2OF9 ASTRAGAL RETAINER BOLT 8.0' LG. TO( BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM s m. t0 MACTIVE SEE NOTE 2 SHT.4 ACTIVE cancS SE, 3 O ASTRAGAL OPTION T) 2 Nr 3 0 MULLION - DEEM a v (OPnON D SURFACE BOLTS) 2 NOTE . I / ? j M- rrur W. RW c No- 5-2T6T r 3 F 18 25" MAX. SHIM SPACE z 38 m w 3 a z ,\ U W 13 wox EXTEHI4B16, •:. y a o 04* 6 o. 7 8 INTERIOR 1T r-.15' MIK 1 H NT R CT1 C—SINK 4 CATCH JAMB TO BUCK o •. : . '. 1.15" MIN. NOTES: EMBED_ 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE CLASS IS ATTACHED 70 THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR I8 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL. TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3, 57, 18.25 , 40.5", 59.25" 74.25". 76.25' & 78.25. 3_ THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SIDELUE IS DIRECT SET INTO THE JAMB WITH (12)' SEE NOTE 1 a x 2' PFH. WOOD SCREW. THERE ARE (6) AT SHT.4 EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.07, 19.75 . 33.5 , 47.25, 61.0 do 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 #8 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER Z ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP N FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. S 7'. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK hUSEA18x2' SCREW. WHEN ATTACHING y THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A 110 x 1 314' SCREW. B. 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 316' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I.' x 0.04" Dal WIRE BRADS AT 2- FROM i EACH END A MAX. OF 12' O.C. 25' MAX_ SHIM SPACE SEE NOTEIFtl—n) 7 SHT. 4 15' MIN. 2 R C—SINK 4 HINGE JAMB TO BUCK, 1.15' MIN: f. of EMBED. 34 a SEE NOTE 9 THIS SHT MAC 3 R NT ROS TI 4 O STRIKE JAMB TO SIDELITE YA VA t 0 I 2 C3 00M a o p x: 8gpLj "' to Lu proco 81 &664.3831 NTS Wu er RN 5 2161 r 4 of SEE DETAIL 'F- SHEET 5 6- 6. 6. 3. 3•. 3 6. 6- 6- 3- 3• 3- --{ 3- 3" 1 I I I1 lI' I 73 1I 113_t O3TYP.. TYP. TYP. SEE DETAIL SEE NOTE 3 SHE 4 - SEE NOTE SHT 5 SEE. DETAIL 6 SHE 4 SHT: 5 TYP. SEE DETAIL SEE NOTE - 6 SHT. 4 13 - G SHE 5 _ TYP. _ SEE DETAIL 13 SEE NOTE H- SHT. 5 V. Typ• 4 SHT. 4 52 B- 51 52 51 - I I TYP. I I i 11 3" -i3" . 3 6. {F 3" YP6 " 6' 3" 6• 6- L 0 7F n n n iq tq SEE DETAIL G" SHT. 5 Q O m N O mI L ;o SEE NOTE Qm Z O " 6 6- 3 SHT. 4 ? O W O cOp 13 En a TYP. tn JMip zo vo n G SEE DETAIL N E- SHT. 5 as JmNTYP. ZO UoIDUPS T- 1 m 10 SEE NOTE 4 SHT. 4 SEE DETAp H" SHT. 5 SINT;I F DOOR DOUBLE DOOR W/SIDELM i DRILL THRU FOR A 1 0.357" BOLT DEEP ENOUGH.FOR A 2" o NOTE: USE ITEM /13 A 8 x 2 1/2" PFH WOOD SCREW T o Z SEE NOTE BOLT THROW ATTACH THE STRIKE AND DEADBOLT PLATESMULLED THE ASTRAGAL EXCEPT IN THE SEE NOTE 1 THIS SURFACE BOLT JAMB OR APPLICATION WITH THE SIDEUTE USE ITEM 143 A j8 CONSULTAHM 0 7 S.M. 4 0 13 43 STRIKE PLATE 2- PFH WOOD SCREW. 813.684.3531 43 3 oqe 11 5 0111DETAIL 0 O RETAINER BOLT HOLES' N.T.S. 1 O SURFACE BOLT STRIKE PLATE k OPT10 SURFACE BOLT $TRIK PLATE CENTRALHTiL1L$1! j9'D s o " e WLN aa. er: RW DETAIL DPAW 10 1343 ASTRAGAL N qSTRIKE PLATE BOLOT SOTRIKE PLATECE SEE NOTE QETAIL "G A 1{ C R NAME 5-2161 srtt 5 or DETAIL I THIS SHT. Y:IAS -ER F ALE I I SEE DETAIL 'r SHEET 5 ICI 6• 3. 3" 3. 11•. 6'-j 3. I 1 I I 1-I 1 1 1 1 1 I 13 I_ 13 TYP. _ SEE NOTE 3 SW. 4 SEE NOTE SEE NOTE TYP. SEE DETAIL n 3 SHT. 4 6 SHT. 4. N . Cb r SHE 5 rn ai N- a r SEE DETAIL G' SHT. 5 1Q SEE DETAIL n of SEE DETAIL E' SHT. 5 TYP SEE DETAIL H' SHT. 5 Typ, j- y E". SHT 5 TYP. P E N O co pO,cn=coi Z O M o ``t8:3 o 3<00v wco a F to h in o.. c n J g Mz CZZtU N- SEE DETAIL -K- "K" TYP. 'M' 10 d - SEE NOTE 'G' SHT. 5 51 Q _ 4 SHT. 4 - 51 TYP- - t t t - TYP. t t 1 rn'• t 52 I ' I _ i'' i TYR 6_ 3 3. j 6- iill 6 6. 66w 3- 52 w SEE NOTE 4 SHT. 4 6. 3 SEE DETAIL 14' SHT. 5 toi' cINGLE DOOR W/SIDELffES DiTSLB oR r-trhm krre /A 1p1 - 71t 4i11 ,- 1 7 nc ll Ll1TFd /A, pA\ 1lT 9 EN a J1aL 11-.11d.i LJ u11i A Bo ®oJLL-Fo . va.kNUFACTURLER NAMEC. i 613.664-M31 L 11/6 01 vt N.T.S. c m WLN e . RW 5-2161 4m 6 of 1 i 0.5" GLASS BITE OW 95 0.5' GLASS Y SEE NOTE 1 GLAZINGTHCICKBE z = THIS SHT... • SEE NOTE 1 THIS SHT. N N 1/8` TEMPERED GLASS 1/ 8" TEMPERED GLASS 1/ 4" AIR SPACE m m o • o 3/ 4' AIR SPACE e " 1/8" TEMPERED Y 1/ 8` TEMPERED GLASS GLASS XXy 8x13/4' PPH 8 x 1 31/4" PPH SHOWN W 3/4" STEEL INTERCEPT SPACER y^ DETAIL - 1/ 4" STEEL INTERCEPT SPACER 0625' THICK DOW 795 i aCSIG GReFT" SMC L11T- RA E GLAZING COMPOUND REQUIRED FOR DOOR PANEL) i /2' INSULATED TEMPERED GLASS mow^ DETAlI CHOWN t7 M ec^^ roecr' TCM LrrF FRAME SIDEUJTES- ONLY)- - - 0625- THICK-DOW-795-- - - GLAZING COMPOUND 0. 5' GLASS BITE Y 1/8' TEMPERED GLASS SEE 8" TEMPERED 0 0ASS T0 pO 1/2" AIR SPACE gi==4 mO AIR SPADE 0O.1/8' O3/4" TEMPEREDGLASS. SEE NOTE 3 1/8' TEMPERED THIS SHT. 6 x 1 3/4' PPH GLASS 3/4" STEEL INTERCEPT SPACER 1/2' STEEL INTERCEPT SPACER 0625' THICK DOW 795 GLAZING COMPOUND 1" IN 4TE0 TE6IPFRED GLASS ' irJ AZING DETAIL SHOWN W RAf'f' S 1. THE 27.5' x 50.19" DOOR LIFE IS SECURED WITH (16) J8 X 1.75" PHILLIPS PAN HEAD SCREWS THE SIID STILE ANCHORS C ORSWEREBLOCATEDRAT 3.0 3A3.25 ?23. 25 33 875 FROM AND 4THE 4.125SIDE FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM UP LITE ARE SECURED WITH (16) #8 x 1.75" PHILUPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES FROM THETOPDOWNTOPDOWNAT5.5". 16.5". 27.5' 38.375', 49.375' AND 60.375". 3. THE SIDELTTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. sP acn nv ee r rRAFT' INTEGRAL GI A_ZING SIDELLTESONLT) 1 J8 ® MANV 1 fin P it 4 o> Frx a In CC 0 g O LU O o W co :c 813,684.3831 5-2161 7 or i 4.03' LF in Om I ert^H SIDE 5711E 3 RED CORE MATERIAL LVL OR LSL OAK PAP 4--1.54` A1TA1I DAII FINGER JOINTED PONDEROSA PINE anpm CC BOTTOM RALL OWOODCOMPOSITE 1.077" --} m I---1.54•--- fi c1AELaE BLANK. 2L-51=LE FINGER JOINTED PONDEROSA PINE M TOP RAIL OWOODCOMPOSITE . g 0 0 N O 0 a . a crcFl ODOR HINGE s 39' RED OAK CAP O 4--1.46' CC HINGE SIDE mL CORE MATERAL' LVL OR LSL ALTERNATE CORE MATERIAL PONDEROSA, RADLATA, PULAI, ELLIOM, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. n ff.*DIM. VARIES to u°'i W/GLASS THY. C N _ C4 K40 • 1.79', PI TwEAD SCREW MAM DN 4-On" oae Fxxrag 28 4.Sfi5' 111 m 1 `1 0 "T wooD ERAME N 4.615' to 2.203' t T an n tg Ail7$wING BUMP .FACE AI /Ivu:l,,!/V00D THRESHOLDm . 050 WALL 7YP.. O >_ rX 04 a ad U6 200 8s mown to 3:< v coo a N~ i jHIGH Dw THRESHOLD 39 CON9ULTAM9. O 613.684.3ti31 wL- 11 fi 01 SCAM aNTS o.. .: wLN ma. im. Rw S- 2161 8 OF _ 592 8.0. -I 1--7 11T T N a O ASTRAGAL RETAINER BOLT MATERIAL: C/R ROD ZINC M? 1-- dc YELLOW CHROMATE 179• PZSTRIP FOAM CELL CORE W VINYL JACKET 3' u 1..15s" O N DRILL TRU FOR ` , 1 N A J8 PF14 WOO DRILL TRU FOR °+ SCREW 2PLCS .357" CIA. ASTRAGAL RETAINER BOLTS WIN DJAMBER n wo R•r crwlKF PLATE O •35" COMPRESSION WEATHERSTRIP BY THERMA-TRU RETAINER BOLT FOAM CELL CORE W/ANYL JACKET 00 N 04 MANU'a ACT NAiVMe 1.767" MASTER FILE WINDJAMBER II WR68T 24 ASTRAGAL (ALUMINU " WALL TY O> ' N QEno 0 = 8s Itn inlt1 0 m, 03°vo co 3: z o g a7 rcn M wm S-2161 T 9 OF- O 0.5" GLASS 0.5" GLASS SITE .0625" THICK DOW 795 Ln O co Y GLAZING COMPOUND 0" O = n B _ SEE NOTE 1 O W r > THO/'PPH U ` n SEE NOTE _ 1 N 1 /8' TEMPERED O W . - THIS SHT, 1/'8"STEMPERED GLASS O 0 c ° o° •1/4' AIR SPACEm3/4' AIR SPADEto0° ' e " 1/8" TEMPERED1/8' TEMPERED GLASS 8 x 1 3/4' PPH J8 x 1 3N GLA55 1/4' STEEL INTERCEPT SPACER. 0625' THICK DOW 795 3/4' STEEL INTERCEGLAZING DETAIL SHOWN W/ GLAZING COMPOUND acclC CRAFT' SMC LTTF FRAME f/ 2' INSULATED TEMPERED GLASS (REQUIRED FOR DOOR PANEL) p a ING DET i h i m a-Blt rRAFY TCM LRE FRMIC SIDEUTES ONLY) $ 0625" THICK DOW 795 0. 5' GLASS SITE GLAZING COMPOUND Y 0. 5' GLASS iz GLAS1/ 8- TEMPERED a SEE NOTE 1BITE 1/8' TEMPERED r - THIS SHT. - — GLASS O 0 0 O 1/2' AIR SPACE O % O 3/ 4" AIR SPACE 0 O 0 1/8' TEMPERED GLASS 1/ 8' TEMPERED SEE NOTE 3 rn THIS SHT. d 08 x 1 3/4' PPH GLASS n /4"' INSIn ATED TEMPERED Gi acc r_ ncTAIL SHOWN d 3/ 4' STEEL INTERCEPT SPACER 1/2' STEEL INTERCEPT SPACER cSIC CRAFT' INTEGRAL GLAZING c 0625" THICK DOW 795 (SIDELITES ONLY) GLAZING COMPOUND a z1' INSULATED TEMPERED GLASS ' J ING DETA SHOWN 1i/ etatDrt p casu TANM L r 1. THE 27:5 x 50.19' DOOR LITE IS SECURED WITH (16) #8 X 1.75" PHILLIPS PAN HEAD SCREWS lAl o p 1 one 11 5 01 SPACEDASFOLLOWS, TOP AND. BOTTOM RAIL AT 3.0', 13.75 AND 24.5' FROM THE LEFT SIDE. aN"ALTHE SIDESTILE. ANCHORS WERE LOCATED AT 3.0'. 13.25'. 23.625' 33.875" AND 44.125- a SrxE NTS FROM THE BOTTOM OF THE LITE FRAME. ACC TamCHL em WLN 2. . SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x w1.75' PH ILUPS PAN HEAD SCREWS 1A9.11!'ir v , , Ryy SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES.. „ ^ OPAWM wo: FROM THE TOP DOWN TOP DOWN AT 5.5". 16.5'. 27.5" 38.375 49.375" AND 60.375". `` ` S- 2161 e 3. THE SIOELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. ^ 4 L, } ST 7 OF 1 vl 4. a 4.03" RED OAKAKOCAP 1 I 10 1. 46' CC HINGE SIDE. 571LE OCr LATCH SIDE 571LE CORE MATERIAL: LVL OR LSL 3 RED CORE M47ERLALVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA. OAK CAP RADIATA, PULAI. EWDTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. 1.077' -- 1 tn n 36 DIM. VARIES smFi ITF To Ai BOTTOM .RAIL S nFI rrF BLANK SIDE STIL n a ^, n W/GLASS THK. _ FINGER JOINTED PONDEROSA PINE FINGER JOINTED PONDEROSA PINE N .: 1 1. 47" m CC. ROTTOM. RAIL O WOOD COMPOSITEscREx: narorz as s.on.n rJ i EarunE 28 co co 11/ 2" OG TOP RAIL O PPF7.P1/SCREw WOOD COMPOSITE T z DIM. VARIES N WIGLASS THK. p p N O 0 007" --t— O 9 4x 4 ST OOR HINGE 4.5622 5` L 1 i 0 2 5 8 WOOD FRAME N 4. 615' 2.203' I M 19 OLITSWING RUMP FACE. r l ll,l,/WOOD THRESHOL 050' WALL TYP. 4,563' 0> N O ap O110 ao=^ on LU Lj 3Q00v E5Q iE 00 813. 684. 301 Nki 6NE C smaAANUFXor. wueY: RN 5- 2161 1 & of R P7 1 1 i FIBERGLASS 12 r 1 3 MR 1.46' 1 1.11aa19kCEA 6 NOT USED OLYURETHAN OAM (BASF. 1.91bs. DENSI 7 SITORT REACH COMPRESSION W6UHERSTRIP THERMA-TRU FOAM 8 LONC REACH COoRLSSIOH W61T14ERS7RJP 1HERM7L-1RU 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL STEEL 10 10 x 3 4 I.G. PFTI WOOD SCREW Tin a 10 Frame 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 NOT USED S L 13 8 z 2 1 2 LG. PFH WOOD SCREW 14 NOT USED 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERAAL I le KWIKSET TITAN 700 SERIES PASSAGE LOCK ALUM. OD19ONEPIECEBUMPFACETHRESHOLDTHERMA-TRU WOOD 20 HEADER 4.`a65 x 1.17 -TRU PONDEROSA PME 21 22 NOT USED FTINGE JAMB 4.565- x 1.1r -TRU PONDEROSA Pr W 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER 11 WR69T .052 WA UMGLASS-76 25 GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 PPLSACM FWW SMC I-TRU SMC 29 m 6iw x I- lI6iFAt1 si SL7n, W" DO 4.Dw FOR LID/ Z8 . STEEL 30 NOT USED 31 32 NOT USED 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x D.04 DLA. WIRE BRADS STEEL WOOD 34 35 3 8 COVE MOLDING BLANK AAMB 4 565 x 1.1 -1RU. PONDEROSA PINE O D 36 SIOEUTE 90E SfdE 1HERW-TRU x34 x . PONDEROSA POE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LATCH ME 4M x 1.1 - PONDIJW WOOD ALUM. 39 n HIGH WATER DAM THRESHOLD cn irnmr rAm K SILICONE N — N a T rn ro ySTRAGAL R ETAINER BOLT N MATERIAL-C/R ROD ZINC "? dt YELLOW CHROMATE 179" LONG REACH CO"PRESSION ASP FOAM CELL CORE W/vjNYL JACKET tn 1.158" O N DRILL TRU FOR A IS PFH WOO DRILL TRU FOR °' onISCREW2PLCS .357" DIA: ASTRAGAL RETAINER BOLTS I O7 35" BER II WR68T STRIKE PJyytimlat`f{{JE rnl,lpRFSStON WEATHER TRIP BY THERk4A-TRU FOAM CELL CORE W/VINYL JACKET RETAINER BOLT O ACENTRAL co ON 1.767" - MASTER FILE :i 24 WINDJAMEFR II WR68T ASTRAGAL (AI UMINUM 057" WALL TYPJ ao w N O m W 8go O w -• W 0 L„z NTS WLI ut RW NG Mw 5-2161 r 9 aF MANUFACTURER NAME b a% r r Gt ITV THERMA oTRU® CIASSK: cwr PIsWINO"sINGLE AND DOUBLE Wd w1o" SoalrES• INWATED RBEM ASS DOOR WfTH WOW FRAMES. GENERAL N07ES 1. THIS . PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MLAMI-DADE COUNTY. 2. WOOD BUCKS 13Y 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 1. 5. THIS PRODUCT J2OES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7 SIDELJTES ARE AN OPTION AND CAN BE USED IN A SINGLE .OR DOUBLE CONFIGURATION. KtSCoUGnrIHL hrvJVLn.cv .. .• mmon to all frame conditions loor dr `;idefRe Leo( Cons r' }yy ran. • nen sheets Door Ponei: Iber9lass (SLIC) skin 0105 min. thk., Iite Sheet: 0.07` min. trite. with yield sirenggth Fy(min.)=6,000 yyoredesign: Polyurethane foam core, wrthl.9 lbs. density by BASF. 1 The panel skin is constructed from a 0.095" thk. sheet no Ing eompou SLfC). The interior rrovilya idled with 19 lbs. dedensity BAsj urethane foam. The panel face sheets are glued to the_ wood at q and 'he latch and hinge stiles are LA or LSL The latch stile wtxch is 4.03 X 1.4 eeridsthelatchreinforcementThetopandbottomroi_are of a woad rAmpostenthedoubledoorapplicationtheinactivedooraFittedwithonextruded aluminum rstrugol of 6060-T6 olloyromeContruction: The frame is constructed from finger jointed, ime meosudng 4 Ai n wide x 1.17' thick The txoder is joined to the side wmbs wRh (3J /6 x 2.5' Philips Head. Screws. Ti$ threshold at;., s joined. to the side jambs with (2 16go l gown x 2 kmg staples .-. each side. The mullions are recur together in o sidelite application usipq [8. PmWood Screws (6) screws! each myFlon. The oohs. uses an Walk threshold measuring 5.75 x 1.W Door zi : SMC Uv Lite M sae is 27.5' wide x 50:19 high secured r x 1.75 Phillips Pon Head Screws The !rome arc seoled with silicone coulking (Dow 795) to siderde panel and to the glass. Sidefite Glaring: SMC Lip Cite with the yield streogth Fy(min.)= 6,200 Psi & TUC Up Lite with the yield strength Fy(min.) 4.674 psi - OA size is 9.85' wide x 65.85' wide secured w/(i6) j8 x 1.75' Philips Pan Head Screws The from are seatedwithsrTiconecaulking (Dow 795) to sideGe pond and to the glass, integral Flush Th Glazed - The sidelile sash face poneis ore rtwlded to recthe InStltat und ( Dow 79: olassaattachedtothesidesfacesheetswithaTrcorx,glazing cow 37NIELWIDIT, MAX. - I OYDi7-1 . ---- P( x UO W J = o w 10 6. 6 MAX. OVERALL FRAME WIDTH 36. 625" MAX. 15.5" MAX. Z lal PANEL WIDTH FRAME WIDTH 0 > N Fr " 0 OD 13.9375" MAX. WIDTH O o a 7.125" MAX. D.LO.g/ own WIDTH LIP LITE r/ARAGA a o 7. 0" MAX. D.L.O. WIDTH INTEGRAL LITE W 0 o TYP. FOR BOTH SIDEllTES) 3 0 J moo CL WSINGLE INSWING U OPTION II W/ SURFACE BOL15 J - SEE DETAIL "A" SHT.3 I 74.5" MAX. OVERALL FRAME WIDTHAI.I k10bE15 68.5' MAX. OVERALL WIDTH 36. 625" MAX. ARE VI 24.5 PANEL WIDTH --I FROM INTERIOR D.L.O. W ASTRAGAL I W I * q ! z0. 0. Jo t W 24. 5" x IMAX. o = D.L. O. 9 w = o S (TYP.) ¢ x o o ® MI J . r s J JTW X O i C WELrrEs lNSN9Nc uNIT DOUBLE INSWING UNIT OPTION If W/ SURFACE BOLTS SEE DETAIL "A" SHT.3 DESIGN PRESSURE RATING _ - OPTION 1 W/ OUT SURFACE BOLTS+47.0 PSF -47.0 PSF WITH SURACE BOLTS & 470.0 PSF -70.0 PSF OPTION II WINDJAMBER II ASTRAGAL ca z m ZJ m JJ WO O W U UW 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 SIDELTTES) z BUIIDINC CONSULTANTS• INC 813. 684.3831 okm 11/07/ 01 saw N.T. S. owa BT: WLN cNx. By, RW ORWNG NO.: S- 2178 sKM 1 or 9 r', il r^' 1+. li'.{ t !. LL'r, 1'. r, L 11l' li- (• z_ a . m 6 w :a w X U h 2 in m 6c =!E 'O Z 1.68" RAIN. h PANEL THK. ow 'o O V SEE GLAZING r DETAILS = w (SHEET 7) 48 z ga _ Qa 28 29 mN O EXTERIOR O O. 'O INlER1Q . 9 14 50 21 z_ 51 c6 N W N W a" e EXTERIOR IN I 1 RTI CROSS SECTION 2 DOOR PANEL in f2y4llX ZY y 1.68" MIN. N V PANEL THK. I SEE GLAZING DETAILS SHEET 7)_ SEE DETAIL 8 SHT.4 E NOTE SHT.4 43 EE NOTE w SHT. 4 = W a ga 49 0 INTERIIQ ci in ofn EXTERIOR Y INT RIOR 2 VERTIGN CROSS CATION 2 SIDELITE PANEL 2.141 691' 1.91 L h 1 ^ n D NcwlNc SIDELIT 31 BOTTOM BOOT 0.09" EXTRUDED VINYL WALL 813.684.3831 11 /07/0' v.e NTS s. er: WLN a er RW Wwo NO 5-2176 ac 2 of 5 18 1.15 ' MIN. Z LLJ R FXTERIQ EMB. cl: CNOD 24 LnERIO . 25 MAX. SHIM C) 00 ov)— a F7, Ln 15" MIN. C—SINK L OX CC EXTERIO 0 28 48 uJ00z UD Z SEE NOTE 27 2 SHFT-4 ACTIVE La V1. tOwe 0 02 acn 43 i -j 0 ::) aoz) INACTIVE co Ld 1DZ 49 13 g mW. Q. 0 0 0 6 OHO p 29 ASTRAGAL RETAINER 6 3 F, nv, BOLT B-0, LG. TOP 3 BOTTOM (2) BOLTS 3 SEE NOTE LLI0 7-8ATTOP & (2) AT BOTTOM SHT.4 s allTENRIOR33417 WTERIO In 7x d sSSECJIONINTERIQxo Ix3 a ASTRAGAL i rh Lu 0 0 sK OPTION1) N E/ 0 blutuir TO SUCK I THE SIDELITE CROSS SECTION 2 35 n z F4 7 Go 5 E LDw 2643Wm La WEXTERIOR 0%0 r 0 0 45 DETAIL" A CONSULTANTS. c INTERIO 36 a OPTION if BITS) RFACE9, 813. 684.3831 z 37 Lk, WC- 11/7 01 29 i 4 3 SEE NOTE 9 SHT.4 NTS w j 59 10 34 UNG. BY, LjLNV)/ o ui cw_ BY: R S- 2178 1 2 HQRi N7 R TION MULLION 25" MAX. Z s V SHIM SPACE - N to ^ J 38 ttooo-z v<w 13 3 a 1 w EXTERIO 16 to o o e 13 9 c o o 6 v 7 8 IN RIOR 15" MIN. HOR170NTAL CROSS SFN C-SINK 4 LATCH JAMB TO BUCK, a.-. 1.15" MIN. EMBED - NO I LS: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 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 THE TOP DOWN 1 3. 5, 18.25", 40.5 59.25", 74.25", 76-25' 78.25". SEE NOTE 13, THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) SHT.4 A x 2.5' PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) BOTH SIDE. SEE NOTE 5 SHT. 4 25" MAX. I SHIM SPACE SEE NOTE 7 SHT. 4 2 H R NTA R [ N •15 MIN. 4 HINGE JAMB TO BUCK, C-SINK 1.15" MIN._ EMBED. 4 NOTE 6 I 18 x 2.5 PHILIP FLAT HEAD WOOD SCREW A7SIDELITEISDIRECTSETINTOTHEJAMBWITH (12) 8 x 2" 0v0 00 5. THE PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, 0 0 FROM THE TOP DOWN AT 6.0. 19.75, 33.5, 47.25", 61-0" AcM 0a 000 74.75'• THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, z 36 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A J8 x 2' SCREW SECURING THE MULLIONS p to g a Y TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 0 J 34 13 3 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) w 33 35 SEE 5 TE MORESPACEDAT13.7" D.C. ATTACHINGTHEHINGETO THE JAMB AND THE BUCK USE HT SEE NOTE 7. WHEN A f8 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB 9 THIS SHT INT RIOR AND THE SIDELITE AT THE MULLION USE A 110 x 1 3/4" SCREW. B. THE INSWING SIDELITE BOTTOM BOOT WAS SECURED 70 THE . 18 BOTTOM OF THE SIDELITE SASH WITH (3) J6 x 1.0" PHILIPS PAN HEAD WOOD SCREWS 2.0" FROM EACH .END AND (1) IN THE 3 H RI R CENTER. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318" COVE MOLDING_ 4 ® STRIKE JAMB TO AROUND PERIMETER- THE COVE MOLDING WAS SECURED USING 1 x 0.04" DIA- WIRE BRADS AT 2' FROM EACH END A MAX- OF Z 2Y2 I- t Nyn J 1 a 0 . o Won to FL Iti u c Ai toN N lOoUZ Z Vy z2 NO F Vin813. 684. 3831 NTS er: v Wlh er RW Mc NO-- S-2176 CENTRAL MANUFACTURER IAA I Z i SEE DETAIL F T i _ !.tJ O ] ti F— (Y O v7 — 6 3" 3" 6" 6• io SEE NOTE O Z N 3" ULLj 6" 6" 6" _ 3 SHT. 4 1 _ LLJ 3" - i 3" 3 3 3" i O: O I 1 1 I 1 I FI I I Q00 113tl113 _1 I - _ 13 _ TYP. O N ; M. T TYP. TYP. t° - - of N W tD SEE DETAIL _ O SE'F- 4 SEE NOTE • SHTE NO53SEE DETAIL ,°' • 13 o v N 6 SHT. 4 E SHT. 5 4 a o a TYP. dIx TYP. to - , n - o tn SEE NOTE SEE DETAIL 6 SHT. 4 -3 z 13 = "G" SHT. 5 TYP. SEE DETAIL SEE DETAIL 13 SEE NOTE 0"D" " E" SHT. 5 oN6 mui a N m H" SHT 5 "p. TYP 4 SHT. 4 — 13 — TYP. CC" z r, D" EE DETAIL ' C" _ Sm _ B" m "G SHT. 5 vi-W.t_ o za 51 - 51TYP. 1- a uN a TYP. - O TYP. TYP. 3" 3" 3 h- i 3" I I SEE NOTE Z m J F-- I-- 6" 6" -- i t-- 4 SHT. 4 i o 6" 6" 6" N 3" 3 3 a 6" 6" 6 w 0 p7SEE DETAIL " H" DRILL THROUGH FOR A 0.357" BOLT DEEP SINGI F DOOR DOUBI F DOOR W, SIDELITES ENOUGH FOR A 2" 19 BOLT THROW NZi 1 137 etm° u I O 10 O7 01 ATTACH THE STRIKE sme N.T.S. PLATE TO THE THRESHOLDp p SURFACE yy/210 x 2 1/210 STRIKE PLPFH WOODSCREWSaxBY., RW DRAWING NO-' DETAIL "E" S-2178 D TAJL Tr DETAIL " G" DETAIL "H" c e =Aret TWPnW ROLTS sNrrT 5 OF N SEE DETAI E" SHT. N TYR SEE DETAIL F' 6 3" 6" 6. 6- 3. SEE NOTE 13 _ 7YP. 3 SHT. 4 SEE DETAIL F' SHT. 5 — 13 TYR SEE DETAIL G' SHT. 5 3' b. 6 - 3" 3 63" 3. 1 I I I I-1 I SEE NOTE SEE NOTE n 3 SHT. 4 — 6 SHT. 4 — n SEE DETAIL TYR In 5 -H" SHT. 5 L SEE DETAIL "K" SEE NOTE "G" SHT. 5 51 51 51 _ 4 SHE 4 TYR TYR SEE DETAIL E' SHT. 5 TYR 1 6" 6" 6" 6" 3. — 3" 3. 6' T SEE DETAIL "H" SINGLE DOOR W/SIDELTTES LLJ O op Otnom ap=n ZO U 5 Ld O W O O O 00 cr co O V.1 N T J N Q m r OJ Ix olg. >r zd SEE NOTE 4 SHT. 4 DOUBLE DOOR lilt L® A /j WUMCENTRALColtSMrAWS. u 813.684.3831 MANUFACTURER N AMEwTe i i/7/01 wN.T.S. g. T an or RW DR. WMG NO: S- 2176 SHEET 6 of 1 0.5" GLASS BITE 0625- THICK DOW 795 0.5' GLASS GLAZING COMPOUND BITE z = SEE NOTE 1 THIS SHT. SEE NOTE 1 THIS SHT. V) 1/8' TEMPERED 1/B" TEMPERED u? S GLASS 1— GLASS o v a e ° e p 1/4` AIR SPACE m in o o e_ c 3/4' AIR SPACE op o 1/8` TEMPERED 1/8" TEMPERED Y GLASS GLASS 8 x 1 3/4" PPH8 x 1 3/4" PPH cn 1/4" STEEL INTERCEPT SPACER THICK DOW 795 3 4" STEEL INTERCEPT SPACER orn 1` 1N AT D MPERED GLASS S GLAZING DETAIL SHOWN W 0625' INSULATED TEMPERED CLASSGLAZING COMPOUND r_r AZING DETAII SHOWN W/ v "CLASSIC CRAFT'SMC LITE FRAME REQUIRED FOR DOOR PANELS) CLASSIC GRAFT TGM LITE FRAME SIDELITE ONLY) 0625` THICK DOW 795 0.5" GLASS BITE GLAZING COMPOUND 0.5" GLASS z 1/8" TEMPERED SEE NOTE 1 SITE M N 1/B" TEMPERED GLASS THIS SHT. GLASS O O OO co O O Q O 1 /2' AIR SPACE e e LI p o u 3/4' AIR SPACE 0 0 O 1/8" TEMPERED z GLASS 1/8" TEMPERED SEE NOTE 3 THIS SHT. cn g 18 x 1 3/4` PPH GLASS n v '/4"" .INSULATED TEMPERED GLASS 3/4` STEEL INTERCEPT SPACER 1/2" STEEL, INTERCEPT SPACER DAZING DETAIL SHOWN W/ CLASSIC CRAFT" INTEGRAL GLAZING 0625" THICK DOW 795 GLAZING COMPOUND SIDELITE ONLY) 1" INSULATED TEMPERED QLA45 GL AZING DETAIL SHOWN W/ CL ASSIC CRAFT" TCM LITE FRAME CENT ptAJLA q F o A B.O. . Fe SIDELITE ONLY) 1. THE 27.5' x 50.19' DOOR LITE IS SECURED WITH (16) 18 X 1.75' PHILLIPS PAN HEAD SCREWS4.1Z5 SIDE. BOTTOM AT R A C TURTHECSSIDESTIL.E ANNCHOANCHORS WERE LOCATEDRATL 3.0" 3 13.25".723.625 33 875 AND 4OM FROM THE BOTTOM OF THE LITE FRAME. L./ 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS 2.125 FROM EACH END, SIDE STILES rJYtGI SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 75' 49 375" AND 60 375" FROM THE TOP DOWN TOP, DOWN AT 5.5 . 16.5 . 27-5 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 1 1 1i -' • • -`" L 71 813.684.3831 BY: WLN er: RW Nc NO.: 5-2178 r 7 of i 4,03" in LLLJ I OCC LATCH SIDE STILE 3 RED _ ___ CORE MATERIAL LVL OR LSL OAK CAP co 1.077"—j tolz i--- 7.54" —i 42 SIDFLITE TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1.47" LT n CC BOTTOM RAIL OWOODCOMPOSITE 1.54" nri rrr ai ANk' cII)F :Znf F FINGER JOINTED PONDEROSA PINE r--1.47" —1 CC TOP RAIL OWOODCOMPOSITE 5.75" uui I 1 n SE] F ADJUSTING SADDLE rHRESHOL21 ALUMINUM/VINYL 045" WALL ALUM. O80" THK WALL VINYL IM 39" RED OAK CAP1 o + O I 1.46" CC N E SIDE STILE 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. 4- DIM.VARIES u°fi. W/GLASS THK. K41 SCREW, MAJOR DIA. 4.Omm 28 SMC. LITE FRAME 4.565" L:1 t^ 00N1ONO a: 0 T 8 LLj rrO o a3QCO023538WOODFRAME. t\ W 00 a U m io O obi U 14 rn a Yut K"NG DOOR BOTFOM SWEEP VINYL .080" MAX. WALL, .035 MIN. WALL 111 I U oW 1.375 ¢8-10 x 1 1/2" 0 PPH PLASCREW Q p O N O O -z L II y`1.yy097" --i F- G 1/IielnLoie hJCN^ BJ o e Ep_ ( GONSULTI NTS. D I` NW/GLASS T^_ 01 M - ` _ X-TURER o we 11/7 S lATII,I • wuF: NTS WLN RW ppN1NG NO.: 46 78 TCM LITE FRAME MASTS { MIL8 DFE # 5 c DESC NRam 1. RMA 7R with vield* strength 'F min. = 00 si FIBERGLASS 2 LATCHSTlEA.0M StOM - I fit OR 15L 99 1.47- x 4.013CC 4 CC 1RU k OW 1.46" 1.47 STE L 5 6 POLYURETHANE 6 X 1 PHILIPS PAN HEAD SCREW FOAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-iRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP ERMA-TRU FOAM 9 4 x 4 HINGE .097 THK. THERMA-TRU STEEL 10 110 x 3 4 ODLG. PFH WOSCREW Km t0 Fmme STEEL 11 10 x l LG. PFH WOOD SCREW STEEL 12 8 x 2 LG. PFH WOOD SCREW STEEL 13 8 x 2 1 2" LG. PFH WOOD SCREW L STEESTEEL14 INSWING DOOR BOTTOM SWEEP VINYL 15 2x OUTER WOOD TEST BUCK WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4" SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 20 NOT USED il HEADER4.565" x L E I THERMA-TRU PONDEROSA PINE WOOD 21 INSWING SELF-ADJUSTING SADDLE THRESHOLD WOOD ALUM 22 HINGE JAMB 4.565 x 1.17 -TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEAD13OLT 24 ASTRAGAL WINDJAMBER II WR68T .052 WALL UM.G66006S0-T 25 GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x I" LG. PANHEAD SHEET METAL SCREW STEEMCL 28 PLASTICLd TRU min. _ withsohF6 28 STEEL 29 x 1• two 30 NOT USED VINYL 31INSWINGSIDELITEBOTTOMBOOT32 1 8 714K. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 DIA WIRE BADS STEEL WOOD 34 35 3 8" COVE MOLDING BLANK JAMB 4.565 x 1.17 THDiIiA-TRU. PONDEROSA PINE WOOD 36 SIDELBE SIDE STILE -TRU 1331 x .656 PONDEROSA PINE 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 UTCN JAMB 4565' x 1.17' -TRU PONDEROSA WOOD 39 NOT USED ALUM. SILICONE 40 SILICONE CAULK 41 NOT USED lE TOP k BOf10M1 RAL TAU, 1S1 x 5 P0110.AOSA WOOD x 2 LG. PFH WOOD SCREW STEEL 6 SEX BOLT STEEL S 454 8" SURFACE BOLT STEEL STIC UP LIFE FRAME TC 1 THERMA-TRU TCM prWVES454eldstrhFmin. = 4,674X 1-3 4 PPH SCREW FOR RM 28 do 46 ZING, 1 INSULATED TEMPERED GLASSZING. 34INSULATEDTEMPEREDGLASSOTIOM RAIL (1.50' x .M3' THE W-TRU WOOD C)MPOSITE) WOWCXAPC)S TAPCON ANCHORING (a CID L75 TEN. LG. STEEL 592" 80 T R N rn OD ASTRAGAL RETAINER BOLT MATERIAL: C/R ROD ZINC r YELLOW CHROMATE O-" I .179" 0 nrer•H COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 3" VD RILL 1. 158" TDRILL TRUFORA # 8 PFH WOO TRU FOR rnSCREW 2PLCS " DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE O7 35" F'- COMPR - ION WEATHERSTRIP BY THERMA-TRU 1" RETAINER BOLT FOAM CELL CORE W/VINYL JACKET T- OX B•0e yt CENTRALFL Ty N - ryTT'T1D M 1, I y'_— NMAN ii lJ v 1 1 r+ TIE Rju24 WINDJAMBER II WR687 ASTRAGAL ( ALUMINUM ASTRAGALWALL TYP.)WALLTYP.) oLLJ r, O N o 00 NOI CLgo,^) LL.IU-) O3O a3a00 g^ d v y m > g o UQ 4v sa- V . yWK J2 jV1 .,,i_ p 5ym N. 15UlTMnS. INC 513. 684-%31 c 11/7/01 uE NTS G. er. WLN x er: RW wxm r,o: S- 2178 i¢ 1 9 of 9 Page 1 of 1 danhne 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 tt ttt!tt(ttt t!!r!!!I!!t!!!!!Ili! 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