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HomeMy WebLinkAbout117 Calabria Springs Cove - BR03-001058 - SFH (A)wxPERMITADDRESS1Q• S CONTRACTOR 1r PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTORS V (U-, MECHANICAL CONTRACTOR uez`. V' PLUMBING CONTRACTOR fA ) Q./ Z j \ MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # 03--losir PERMIT DESCRIPTION PERMIT VALUATION % ul O" SQUARE FOOTAGE Lymw CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: Date: The undersigned hereby applies for a permit to install the following equipment: Owner's Narne: /_-AL'_. Z Address of Job: Mechanical Con Residential Non -Residential Nature of Work: Amount OG Job Valuation: Application Fee: 510.00 TOTAL DUE: By signing this application, I am stating that I am in compliance with City of Sanford Mechanical Code. Applicant Signature C- R. CO 3 (__(4 `4 State License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Pemiit Number: 013 r !J Date: S.; j I k - e The undersigned jjhereby applies for a) permit to install the following electrical: Owner' s Name: 'I 1_eC4 2 r t—7 jai to-5 Address of Job: Electrical Contra Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant' s Signature Stale License Number I CITY OF SANFORD PLUMBING PERMIT APPLCjj,A ION PermitPermit Number: M - loS S Date: O'V W The undersigned hereby applies fora permit to install the following plumbing: Owner's Name: ?)[3a2E( I a Address of Job: Plumbing Contractor: Residential: 16_ Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: One Water Closet Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work. - Application Fee: 10M TOTAL DUE: I L6_7. 00, By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code, J Appli a ig r State License Number 1r ORANGE COUNTY Ot,CUPATIONAL LICENSE 2Qf 2 t X'IRI:S ,:r. AX 1303-CC974A ORIGINAL Q 9 / 3 U 12 0 €) ORANGE COUNTY, FLORIDA TOTAL TAX 30*00 IR FRE PLUMB v£r & LAWN TOTAL PAIt3 3 .00- `;' GAT I OW INk TOTAL CUE ..00 ,fit` K1 WS JR1 LONNIE r4 3204 AROMA' AVE J' I'I1 TER" PARK 0,L 32792-7102 f! 7204 ALOMA AV U - WINTLK PARK => JENK I NS JA LONNIE w PAIO: 30.00 9q-302255 8107/i2002 AC# 4 7 803 0" STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION SEQ#L0207090085 CONSTRUCTIONINDUSTRYLICENSINGBOARDThe PLUMBING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2004 JENKINS, LONNIE W JR FUTURE PLUMBING & LAWN IRR INC 13519 LACEBARK PINE ROAD ORLANDO FL 32832 JEB KIM BINKLEY-SEYER CITY OF SANFORD ENGINEERING PERMIT PCRMIT No 03 ) b,13g This Per("'( shall autl,orite work to be done in the City of Sanford based on the approved consttheinlonrra(ion provided below: ruction plans and Right -of Way Utilization .................. Driveway Applicant Name" r ernes firm: Address:c N W ea-t Phone: 33q-4y1 (Day)_`—(Night) SQr Project location or Address: lrj Title of Alrproved Oovelopment Plans: Schedule of Work: from To Approval Date: Ernergcrrcy Repairs ....... Proposed Activity: Driveway Installation....... Aerial Utilities ....... Underground Utilities ....... Dore and Jack ....... Op Cutting of Roadway ....... Sidewalk Installation ....... Other ....... Specific Description: ERcavation Information: Total Length (FT) Number of Open Roadway Cuts Aerial Information: Lengllr (FT) Number of Poles (Cxis(ing) (Ncw) 0 ........................... . It is understood and agreed that:the rights and privileges herein set out ate granted only to (Ire extent of the CityofSanford's jurisdiction and the right, title, or interest in lire land to be entered and'used by (Ire permittee. Thepermitteeshallatalltimesassureallrisksofandindemnity, defend, save harmless the City of Sanford from andagainstallloss, cost, damage, or expense arising in any manner on account of the permit request by said permitteeOftheforesaidrightsandprivileges. In the event of any future construction of roadways, utilities, stormwater facililies,or any general maintenanceactivi(ies by tine City becomes in conflict will, tine above permitted activity, the permittee shall removo and/orrelocateasnecessaryatnocosttoti,e City of Sanford, insofar as such facilities are within (he public right-of- way. 'CALL THE PUBLIC WORKS DEPT. AT 330.5681 TO SCHEDULE A PRE -POUR INSPECTION Al'I'LICANT SIGNATU DATE 0 — Reviewed Public Works DateUtIIIlies..__._ ._-- — -- -- Date.._._.. . IIPI' ROVf f) Uat FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: FP 47 Builder: Beazer homes Address: 11 q C o \ati.'• 0. =- "" ' ' - Permitting Office: 0-Ct, City, State: L_o4- , Q-cl Permit Number: Owner: Jurisdiction Number: Climate Zone: Central 691 S 4 0 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtw'hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A r 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1724 ft' c. N/A 7. Glass area & type a. Clear - single pane 228.0 ft' 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.80 d Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floortypes a. Slab -On -Grade Edge Insulation R=0.0, 185.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1286.0 ft' EF: 0.86 , b. Frame, Wood, Adjacent R=11.0, 208.0 W _ b. N/A c. N/A d N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1724.0 ft' _ 15. HVAC. credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 27060 PASSTotalbasepoints: 27570 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: ------------------ DATE: I ---- hereby certify that this building, as designed, is in compliance with the Florida Energy Code., OWNER/AGENT: ___ wLe -= DATE: ------`--- -------- Review of the plans and specifications covered by this 04-fgESr4 p calculation indicates compliance; with the Florida Energy Code. Before construction is completed v this building will be inspected for compliance with Section 553.908 Florida Statutes. oD we BUILDING OFFICIAL: DATE: _,-P_' __Ce_S_ EnergyGauge® (Version: FLRCSB v3.2) CITY OF SANFORD PERNIIT APPLICATION ermrt o.: 62 V Date: . _ ____,_...__._,_ 6 • Job Address: Permit Type: V Building Electrical Description of Work: SF f, Plumbing Fire Alarm/Sprinkler Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service _Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines r Occupancy Type: 1/Residential Commercial _ Industrial Total Sq Ftg: aq--O Q Value of Work: S I . Oc • Type of Construction: ST C N` U Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: '?>a- N'O\ - d _ 5 Ivy - CXC 00 - p ` © (Attach Proof of Ownership & Legal Description) • Owner/Address/Phone: ;Lk5 Contractor/Address/Phone: L ram_ 3`a 1}- 3 9- l lt-; State License Number: Cam, nv Contact Person: larn11, Phone & Fax Number: yrpri Title Holder (If other than Owner): Address: h.3 I to Bonding Company: Address: Mortgage Lender: Address: Architect Address: Phone No.: _' 1- -t"-) 4 ` 9 06 Fax No.: 4-0r7 - -1 "1cj 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713. Signature of Agent Date Siglnaf Co actor/Agent Date Print, 0AWA#4nt's Name Date F r D. A. CLARK OtARr o My Com xp. 6/27/03 a vueuG r o. CC 850099 11 Other I.D. Owner/ gem is ersona y own o Me or Produced ID -- APPLICATION APPROVED BY: _ `y W s Name Si Date o D. A. CLARK tARr i My Comm bp. 4 27 N PUBtIG '' No. C 099 Con t o •Kn wn to Me or Date: _ ) h, 4) "j Special Conditions: Seminole County Property Appraiser Get Infonnation by Parcel Number Page 1 of 1 PARCEL DETAIL 4 b r rnScmintAvC(w.niv VX I frrt v o pr irc rcJi'rrricci WODD.RIDGETRL. t lot !t• l ir6t :.Y, ti aMyd Fl. 2??t 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 32-19-30-5LY-0000-0290 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: BEAZER HOMES CORP Exemptions: Depreciated EXFT Value: $0 Address: 215 N VVESTMONTE DR Land Value (Market): $27,700 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $27,700 Subdivision Name: CALABRIA COVE Assessed Value (SOH): $27,700 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $27,700 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 2002 Tax Bill Amount: $586 Find Comparable Sales within this Subdivision 2002 Taxable Value: $27,700 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 29 CALABRIA COVE PB 60 PGS 8 THRU 10 LOT 0 0 1.000 27,700.00 $27,700 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. If you recently purchased a homesteaded propefty your next year's property tax will be based on Just/Market value. http://www. scpafl.orglpis/weblre_web. seminole_county_title?PARCEL=3219305LY00000... 2/4/2003 O .M 9 .b r..A .0 .S. 6 .00. Permit Number: Prepared By Amy Condon, BEAZER HOMES and 215 N. Westmonte Drive Return To: Altamonte Springs, FL 32714 NOTICE OF COMMENCEMENT. State ofFlorida County of Seminole MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04697 PG 0553 CLERK'S # 2003021919 RECORDED 02/06/M 02122W PM RECORDING FEES 6.00 RECORDED BY L McKinley The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. l . Description of property: Lot Number l Legal Description Calabria Cove, according to the plat thereof, as recorded in Plat Book 60 pages 8 - 10, of the public records of Seminole County, Florida. Street Address 2. General description of improvements: New single family residence 3. Owner Information: Name Address Tel, Number 4. F0 Simple TitleHolder: N/A 5. Contractor: Name Address Tel. Number 6. Surety: N/A 7. Lender: N/A Beazer Homes 215 N. Westmonte Drive Altamonte Springs, FL 32714 407-339-4114 Marcus L. Watters, Jr. 215 N. Westmonte Drive Altamonte Springs, FL 32714 407-339-4114 CERTIFIED COPY IWAIRYANNE Mt it C1.6RK OF CRt;UIT COO" GEMI LE CO IN FLtRiDA RK 8. Persons within the State ofFlorida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N. A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. Date Signed: lP, 03 Signature of Owner's Agent, Amy Condon:1Z4-- C-p v~"-o f"—•' Swo ubscribed before me this Lr t` day of 2003By Amj'Co don, who is p so o to me. of Notary: Notary Seal: 4ot rr, f D. A. CLARK My Comm Crp• IX c 850099 ersenaly Knawn t I Other I.D. LIMITED POWER OF ATTORNEY DATE: Lo ( 3 I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: r - FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION:.'-- ADDRESS: • , s AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS, JR. NAME OF CONTRACTOR.) SIGNATURE OF CON CTOR. STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this DATE: t _.gyp o BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA pc r o D. A. CLARK a PUBiRc o My Comm p. fJ27/03o. CC 850099 anti Knov.n ! 1 Other I.O. NOTARY SEAL. Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping 465.37' Mapp of SurveyLINEBEARIIG DISTANCE L 1 N 89°40'49-W 60.00' L 2 S 89°54'57-E 60.00' KAYWOOD REPLAT PLAT BOOK 30, PAGES 27 S 28 L2 LOT 29 A' GRADING 9.158 SO. FT. 1s.o' LANAI 11.0' 10.0 O N 0 A s`• 40.0' LOT 30 A rri LOT 28 m L t FI.47 a w/ OPT. SIrrING ROOM NmIn A w/ 2' GARAGE EXT. ONF STORY RESIDENCE 7:A N o FIN. FL. ELEY.:6J.3 e 2 In V N v 40.o r 1.2' 57.0'D S.7' n 10. 0 4I.'" a..o' = 20.0 0.0 LI REFERENCED SEARINGUL P.c.PN 89*40'49'W 54.46' CIL CALABRIA SPRINGS COVE 50' R/W) TRACT F PRIVATE ROAD AND UTILITY EASEMENT CITY OF SANFORD ADDRESS: 117 CALABRIA SPRINGS COVE LEGAL DESCRIPTION Lot 29. - CALABRIA COVE ' according to the plot thereof as recorded in Plot Book 60. at pages 8 - 10 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone Y. occordng to the Flood Insurance Rate Mop Comnxnity Panel Number 120289 004OE. Dated 04117195. General Notes: 1. This is a BOUNDARY Survey performed In the held on -Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerlal 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-ol- way of record whether depicted or not on this document. No search of the Public Records has been made by this olRce. 6. The legal description shown hereon is as lumished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes 3S" Iron rod with yellow plastic cap marked LB4937 or LS3182, or 15-iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument p c.. AREAS: DRIVEWAY. 408 SO. FT, LEAD WALK: 43 SO FT. SETBACKS: SITE DATA Front 25' Rear 45' WRVIOUS SO. FT. - 3 12y, Side 7. 5 ' Corner 25' LOT S0. FT. IMPERVIOUS AREA - 2855SO. FT. Note: Bearinggs shown hereon are referenced to the CIL of CALABRFA SPRNGS COVE as being N 89°4049-W. Vertical datum is based on NGVD per Engineering construction plans by Burkett Engineering, hc. Project No. 9709-3 I. Legend Temporary Benchmark O/S Offset assumed datum, O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book CA. Centedine PC Point of Curvature Aentral Central or (Delta) Angie PCC. Point or Compound Curvature CALC Calcula P.C.P. Permanent Control Pant Chord Bearing P.R.M. P.RPageC8Permanent ReferenceMonumentCDC.M. Chord Concrete Monument P2 Property Line EL. or ELEV Elevation P0.. Point of Beginning gi FINALEL. Elevation (Measured) P.O. C. C Pointof Commencement FD. Found P.I.Pant of Intersection Fln.Fl. Elev. Finished Flow Elevation Point of Reverse Curvature I.P. Iron Pipe PT PT ofTangency 1, R. Iron Rod R Ra Radius LArc Length RAD Radial LB Licensed Business RES. Residence LS. Land Land SurveyorP1W Right -of -Way Mae Measured TBM Temporary Benchmark N/D( N&D) Neil and Disk TYP. l1- Typical Fence symbol ( see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Codification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Ma D r o . n b y : CMrvey meets the requirements o e F a Minimum Technical Chocked b y : DPStench ascontainedinChetoG17.6 F ride Administrative C Pr • p o r • dFor : BEAZER Sketch of Lego/ Description Job Nuwbor: 01-005-02 This i s not o Survey Scale, : 1'- 40' William A. Herx, P.L.S. Fiorlda Registered L Surveyor No. 3182 Plot plan p e r r o rw ed . 01 - 15 - 03 Dares L. Prtemieniockl, AS. M. Regisfered rveyor and Mapper No. 6030 F o un d o Iion Survey: N611fam R. Herx, P.S.M. Registered Surve Final Survey: nd MapperNo. 6082 R o vi s i o as Herx 6AssociatesInc., State of Florida LB 4937 LEGEND SrME:OL DEYRIPT;ON RV FROM FOOT N6 ;F TO TIE OEAM 2A FRAME AkA - IN'£RR EEARN& FRAME YHi.L I-,, Pi -AST 5,f f AT V-4- AFF. (U.N0J NrTF I ALL E+TERICR AALLS ARE VE96NEEV FCR 5N£AR RE56!ANGE 2. ALL INTERIOR BEARIIK 2. FRAME I SMf Ib' v^.C. !L'.ND1 2. A:. IN-ER1OR NON-LOAO BEARING 2. FRAME r1ALL Sts45 24' O.C. (U.NO) INTERIOR ELEVATION DET,AIL5 s«r. (ELE`IATION NO. OVER 5HEET %UMBEFU HEADER SCHEDULE HEADER NO. DE5CRIPTION DOV3LE 2.12 .J trz' F'_!TGi PATEONAL.EO W IOd 0 R' O.C. TWO ROr6 5TAG6ER_D D0.8LE 2AIO. / 1,2' FLITCH PLATE NAILED .I! IOd 0 12' OL. 7W0 ROYL5 5TA66,EREO DO1.EN.E 2.6 . V2' FLITLHTWPLATELED .+/ IOd • 12' O.C. ROY6 STASGERED DOLSLE 2.b .1 112' fLfTCH RATE NAILED H/ IOd s 12' 0( W ROrh STA66ERED PRE -CAST LINTEL YV 05 VIA, BAR(5) L • NO. (LETTM SEE LINTEL SCIEME 'CD{57 RECESSED PRE -CAST LINTEL rV NS OM EARS) M • . (LETSE SEE LNTEL SCHEDULE YA-LS') VNI NDOW 5GHEDULE MASONRY C0N5TRLrT!0N CALL SIZE I MI`C x SIZE CALL 512E rTINDOW 512E 5, !2 1 14 VD•.2b' SH 23 SY.30, 31b' sM 13 14 ,B .3e 3/6' 5N 24 37'X5.0 5B' SM 14 12'•.5J sB' S» 2a . 5 E 57.55 5B' SH is .5 4 IB'.55 5/6' SH 25 E 3Tx63' 5H t5 M Vb'xo3' SM 36 E 37'A73' Si. it. A 0 02' 5M 27 E 57'.64' SM 17 4 !/6'A641 5H 46,.2b 46'.26' SM 1 IQ 2b V7.2b' 46A3b 4b'A3D 3/6' 50 1 !3 2b 112'06 Sib" 5H 4b.50 0160 SB' 514 1 IN 26 V2-050 5/0' SH 46x5S E 4b'.5 5/b' 5H ; H4 • 5 26 lr'A% 5/6' 5H 46.0 E 46'.0* 5+ I H5 26 I/t'.63' 5+ 46x72 E 4b'.12' 5M t Hb 2b !/7 .12, 5M 46A84 E 46'Ab4' 5041 M7 26 1/2'44' 5H 32 53 Vb"x2b' 51 50.2b 30 1/1'x2b' 5H 35 53 WOO 3/6' 51 30.3b 30 1/1'AW 3B' 54 34 E 53 IB'.50 5/D' SH 30.50 30 V2-x50 SB' 5H 34 . 5 E 57 V0'65 SB• 5H30.55 30 !/Yx55 5B^ I SH 55 E 53 !B'..65' 5M. 3043 E 30 !.2-xb3- SH 36 E 53 IB'.'72' 54 30.12 E 30 V2'.72- SM r E 53 I0'.54' SH Y.r.b4 E 30 V2•.b4• SM 22 37.2b' POTE5: NOICATES AINDOYfi THAT MEET EISRE55 REm71RE"CTS I. ALL WINDOW ROUGH OFEN1Nf5 SMALL EiE VERIFIED Br V41PPOH CONTRACTOR -R10R TO CA1451TRUCTIOK 2. SOB-CONTFtACTORS SMALL VERIFY ALL "NVCW4 ROUBM OPENIN055 riTH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF MORK. hOMIKAL ',ALL SIZE - DOCR5. 51146L.E, DOLBLE, AID SLIONfi M117TH - FEET -\ /- HEISIn - FEET AzA,5 HIOTH - INLMES - - IE16M1 - !NUfE5 NOTES: i. ALL I14TERI12R DOOR HE,611T5 b'-b' (V.NL7) 3. ALL ODOR ROLISH OPFNIN65 SHALL Be V£RIFIEO Br DOOR CONTRACTCR FRIDR TO COMSTRVCTIOK 3 SUB -CONTRACTORS SMALL VERIFY ALL DOOR RASH OPEN/NG9 /'LTH GENERA:. CONTRACTOR PRIOR TO COMMENCEMENT OF Y401M GENERAL NOTES I. ALL INTERIOR DIMENSIONS ARE EASED FROM THE OUTER EDGE OF THE FCLWATION SLAB. ALL 507E L!tVER SLAE AND FOOTINGS SMALL BE TREATED FOR TE'XWTE5, FINAL EXTERIOR TREATMENT OF d11LDIN5 SMALL DE IN ACCORDANCE HTi4 THE FSC 200; EDITION SECTION blb. 1042.b, AID 104,21 A PERMANENT S16N OF TIE TERMITE TREATMENT AO THE PR'OViPER SMALL 5E "TEO. 3. ALL RE LAPSSTEELLAPS SHALL SE 40 BAR DIAMETER MA 4, CONCRETE FOR SLAB AND FOOTERS Srt4L HAVE A NfN. cOMPRE551'JE 5TREN61`H OF 2500 P9f AT 26 DAr5 x CCNGRETE (GROUTI FOR LINTELS AG FIL.LED GE.' L5 SHALL HAVE A MIN COM>PRESS. VF STRF.NS'H 300.7 P5. AT 26 DAYS a.. :JRTAR 5"AL,. ESE TYPE 5 REINFORGkN6 5TM ."ALL 5E MIN. OF 6RA0E 40 HIS H oil t11C7 f7ii111NIIf]Ii1li11C]L1C C7Cli]UIIIIIHIiC"--HI" IHNU]HIIIi C r r• iFAMILY ROOM VALLT VAULT C rr iStill- gKNEEs MALL FRAII'lEO QTCHEIRYd ' E' • mom 010 ("a f ri ENO L4 51 `, jK 72 P5F T-4' C+V kALL hfl&HT L_OOR FLAN 5G,AI_c_V4_ I_O` 100 FSF L-A (G) HHD SQUARE EOOTAGE5 FIRST FLOOR 1724 S.F. TOTAL LIVWv M4 &F• ENTRr 36 5F. LANAI BO S.F. IS 4 2 5.F. TOTAL UNDER ROOF 240215F. ozuz z 4zpbN•zDiy°ilq o 00.2ufy1'ml"' yZ' o w., 7jSyO GI.. N Off-- ti n qWAI xF2WAIF OZ¢ o°'zppv a GN Qf1`VpFQZUN YK= jp2r. D vS'm y0 wxT Vi O W w X p au03az'; Z0c az 0 x z O W Nry 1 L) 4YCSwl by: ! , Gh6Cfld q1: GP a+ntec 1!14/0 24'.36- FV.L Oa dtMVKRjCAIyE ENGINEERINGFwALFSC/. E LCOK r+r-u.yps. .A.. c.o,r>,f.n ro. raoA rru -- w.r s. nn,r PLANT twa+ Ae a rotlrw.,7•.T.w H S TRUVi LRE HASKEN DESKIFD75 KET OP EXCE, THE D' NP' I# !+ S: CCM, ID GUS7r4D .CAI GEHENI II rx E'-' . D+ IG+ 3UtlD'NG !'03E 2eV. U CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 117 CALABRIA SPRINGS COVE for which permit 03-00001058 has heretofore been issued on 2/19/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as rVo -) '_,A&_'VI-. A complies with all the building, plumbing, electri al, zoning nd subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled Co 4- 03 0 ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water rr ENGINEERING: Drainage b't.- - Maintenance Bond PUBLIC WORKS: Street Name Signs Storm Sewer Street Work DATE APPROVAL FIRE: Inspected / Sewer Lines In Sewer Tap J Street Paved Street Lights Driveway J FF.F.S PATn DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 3/04/03 01-APPLCTN FEE -BUILDING 2/19/03 01-APPLCTN FEE -MECHANIC 3/19/03 01-APPLCTN FEE -PLUMBING 2/21/03 01-PLANS - EXTRA SETS 2/19/03 02-ENGNG DEVLPMT FEES 2/19/03 01-FIRE IMPACT - RESIDENT 2/19/03 01-LIBRARY IMPACT FEE 2/19/03 AMOUNT 10.00 10.00 10.00 10.00 26.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 117 CALABRIA SPRINGS COVE for which permit 03-00001058 has heretofore been issued on 2/19/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 2/19/03 279.61 2/19/03 91.93 2/19/03 12.01 2/19/03 847.00 2/19/03 12.01 2/19/03 1384.00 2/19/03 650.00 2/19/03 1700.00 0'v ) I - 9 -03 OWNER BUILDING OFFICIAL / DATYJ Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) May 23, 2003 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 29 Calabria Cove 117 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 117 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 29, "Calabria Cove”, according to the Plat thereof, as recorded in Plat Book 60 At pages 8 through 10, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, He / Associates Inc. el a4Mid liam'A. Herx, PLS Associate Vice President WAH/dd FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on Dages 1. 7. SECTION A - PROPERTY OWNER INFORMATION I For Insurarncs Canpany use: BEAZER HOMES, INC. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO, Company NAIC Number 117 CALABRIA SPRINGS COVE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 29, "CALABRIA COVE " PLAT BOOK 60, PAGES 8-10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, ifnecessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N' or ##.#>1 ) NAD 1927 ® NAD 1983 USGS Quad Map ® Other. PLAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B CRY /NAMES& COMMUNITY NUMBER I COUNTY NAI ATE B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REASED DATE B8. FLOOD ZONE(S) Zane AO, use depth of flooding) 12117CO E 04/17/954-17-95 X 47.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or OtherwiseProtected 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 Constriction A new Elevation Certificate will be required when constriction of the building is oomplete. C2. Building Diagram Number _ (Select the building diagram most similar tothe building for whichthis certificateis being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, ARIAO Complete Items C3.-ami below according to the buildingdiagram specified in Item C2. State thedatum 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 oonversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum BFE ConversioNComments Elevation reference mark used ONSITE TBM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 63.6. o b) Top of next higher floor NA. _ft.(m) MAY 2 3 2003 oc) Bottom of lowest horizontal structural member (V zones only) NA. _ft.(m) o d) Attached garage (top of slab) 63.3. _ft.(m) - o e) Lowest elevation of machinery and/orequipmentservicing the building (Describe in a Comments area) 63.0. _ft.(m) o f) Lowest adjacent (finished) grade (LAG) 63.0. _ft.(m) William A. Herx. PLS o g) Highest adjacent (finished) grade (HAG) 630. _ft.(m) Florida Registered Land Surveyor No.3182 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) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER William A. Herx PLS 003182 TITLE COMPANY NAME Registered Land Surveyor Herx & Associates Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas IkyeA. Aftamoite Springs Florida 32714 SIGNATU / i j DATE TELEPHONE Jam' 05-23-2003 407.788.8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Carp" Use: BUILDING STREET ADDRESS (Including Apt, Unit Surge, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 117 CALABRIA SPRINGS COVE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agentloornpany, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (Wffmt 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. Ell. 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 (includng basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platformof machinery and/orequipment 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: Ifno flood depth number is available, is thetop of the bottom floorelevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certity this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the hest ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. G1. The information in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) GZ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of fkroding at the building site is: _ _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions 8 Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of SurveyLINEBEARING DISTANCE L 1 N 89°40'49"W 60.00' L 2 S 89°54'57'E 60.00' KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 A 28 0.3-1 L2 r0.6 FD 5' D/3 I I LOT 29 1 1FD 5-' 0/S A' GRADING I9.158 SO. FT, 7 e c Ie.o LANAI 11.0' 40.0, L F-47 EL v. W/ OPT. SITTING BOON N/ 7' GARAGEGEEXT. ONE STORY RESIDENCE FIN. FL. ENV.: 0 c 1.2' S.2' ti 0 I.2C2 20.0 FD. 1/2- I.R. A to 5736 465. 37' 2.6=+ I.i Al ID `" 0 LOT 28 LnN vv 2' REFERENCED SEARING N 89*40'49 W 54.46' r.C.r. CIL CALABRIA SPRINGS COVE 50' R/W) TRACT F PRIVATE ROAD AND UTILITY EASEMENT CITY OF SANFORD ADDRESS: 117 CALABRIA SPRINGS COVE LEGAL DESCRPTION. Lot 29 - CALABRIA COVE " according to the plot thereof as recorded n Plot Book 60. of pages 8 - 16 of the Pubic Records of Sernnde County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone "X-. according to the Flood hstronce Rate UT Community Pone/ Number 120289 004OE. Dated 04117195. General Notes: I 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 formhnarct. 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. 0 Denotes %' iron rod with yellow plastic cap marked LB4937 or LS3182, or X" iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument SETBACKS: Front 25' Rear 45' Side 75 ' Corner 25' Note: Beornggs shown hereon are referenced to the CIL of CALABR14 SPRNGS COVE as being N 89°4049"W. Vertical datum is based on NGVD per Engineering construction plans by Burkett Engineering hc. ProjectNo. 9709-3 1. Legend 1) Temporary Benchmark o offset assumed datum) O.R.B. Official Records Book BOW Back f sidewalk PB Plat Book C/ L Cenfedine PC Point of Curvature d Central or (Delta) Angle PCC Point of Compound Curvature CAL; Calculated P C. P Permanent Control Pant CB Chord Bearing PG. Pape CD Chord P R. M. Permanent Reference Monument C. M. Concrete Monument Pin Propedy Line EL. or EL. Elevation Pos. Pant of BeginningFINAL E LElevation (Measured) P.O. C. Point of CommencementFD. Found p 1 Point of Intersection Fin. Fl. Elev. Finished Floor Elevation PRC. Pant of Reverse Curvature IP Iron Pipe PT. Point of Tangency 1. R. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES. Residence I. S. Land Surveyor RAV Rightof-Way Mee Measured TBM Temporary Benchmark N/ D(N60) Nail and Disk TYP. Typical N. R. Not Radial 41 p_ Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raisedseal of a Florida licensed Surveyor and Mapper Dr o e n b y : CM This meets the mquirrmgnts of the Florida Mini um Technical Chocked b y : OP St a as,rn`ined io G:Napler 61G17.6 Flood ministrative Code. Pr apo r adFor: BEAZER Jl CERTIFIED TO: Job Number: 01-005-02 G. AMES A ELIZABETH M. SCHRADER f HOMEBUILDERS TITLE SERVICES. INC. Scale : I'- 40' LAWYERS TITLE INSURANCE CORPORATION plot ton performed: 01-15.03 dliamA. erx,PL.SFWrldaRGyJsra 1:andSurveyor o.318? Foundation Survey: 03-06-03 DaresL. Przemienlecki, P. S. M Registereti Surveyor and Mapper No. 6030 F i n o 1 S u r v • 05 - 22 - 03 WilliamR. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 'i n Or Revisions y Herx iS Associates Inc., State of Florida LB 4937 MAY u 1 f FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Builder: Beazer homProjectName: FP 47 1 k Address: ) I-Z CO -A aL z c C r L, Q t.. ... Permitting Office: ma c- . y , City, State: i -- ,, ,r 1 Permit Number: Owner? i Jurisdiction Number: Climate Zone: '&ntral l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 36.0 kBtu/hr - 3. Number of units, if multi -family 1 - SEER: 12.00 - 4. Number of Bedrooms 4 - b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1724 ft' c. N/A 7. Glass area & type a. Clear - single pane 228.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.80 - d Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 185.0(p) ft - c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int lnsul, Exterior R=4.2, 1286.0 ft' _ EF: 0.86 _ b. Frame, Wood, Adjacent R=l 1.0, 209.0 ft' ,- b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1724.0 ft' - 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 27060 PASSTotalbasepoints: 27570 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: _________ DATE: ------------------------------- I hereby certify that this building, as designed, is in compliance with the lcrida Energy Code. OWNER/AGENT: DATE: ------- -- tC -_ --- --------- Review of the plans and specifications covered by this indicates o4t S7,4p p calculation compliance with the Florida Energy Code. Before construction is completed a this building will be inspected for a compliance with Section 553.908 Florida Statutes. C0D We BUILDING OFFICIAL: DATE: EnergyGauge@ (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Floor Area Type/SC 18 1724.0 25.78 8000.1 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM Points Type Adjacent 208.0 0.70 145.6 Concrete, Int Insul, Exterior Exterior 1286.0 1.90 2443.4 Frame, Wood, Adjacent Overhang Ornt Len Hgt Area X SPM X SOF = Points E 1.0 8.0 32.0 59.31 0.99 1875.4 E 6.0 8.0 7.0 59.31 0.61 251.6 E 6.0 8.0 20.0 59.31 0.61 718.7 N 1.0 6.0 16.0 27.96 0.97 435.8 W 1.0 6.0 16.0 53.47 0.97 828.7 W 1.0 5.0 14.0 53.47 0.95 711.0 W 1.0 12.0 40.0 53.47 1.00 2129.7 W 1.0 6.0 32.0 53.47 0.97 1657.3 S 1.0 6.0 32.0 44.66 0.94 1349.1 S 1.0 5.0 19.0 44.66 0.92 777.3 228.0 10734.7 R-Value Area X SPM Points 4.2 1286.0 1.16 11.0 208.0 0.70 1491.8 145.6 Base Total: 1494.0 2589.0 As -Built Total: 1494.0 1637.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior 18.0 1.60 0.0 0.00 28.8 0.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 18.0 28.8 As -Built Total: 18.0 43.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1724.0 2.13 3672.1 Under Attic 19.0 1724.0 2.82 X 1.00 4861.7 Base Total: 1724.0 3672.1 As -Built Total: 1724.0 4861.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab Raised Base Total: 185.0(p) 0.0 31.8 0.00 5883.0 0.0 5883.0 Slab -On -Grade Edge Insulation As -Built Total: 0.0 185.0(p 185.0 31.90 5901.5 5901.5 INFILTRATION Area X BSPM Points Area X SPM Points 1724.0 14.31 24670.4 1724.0 14.31 24670.4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 7777.4 Summer As -Built Points: 36045.9 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) 36045.9 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 12164.1 33077.4 0.4266 14110.8 1 36045.9 1.00 1.250 0.284 0.950 12164.1 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1724.0 5.86 1818.5 Single, Clear E 1.0 8.0 32.0 9.96 1.01 320.6 Single, Clear E 6.0 8.0 7.0 9.96 1.11 77.7 Single, Clear E 6.0 8.0 20.0 9.96 1.11 222.0 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 6.0 16.0 10.74 1.00 172.3 Single, Clear W 1.0 5.0 14.0 10.74 1.01 151.2 Single, Clear W 1.0 12.0 40.0 10.74 1.00 429.5 Single, Clear W 1.0 6.0 32.0 10.74 1.00 344.6 Single, Clear S 1.0 6.0 32.0 7.73 1.01 249.4 Single, Clear S 1.0 5.0 19.0 7.73 1.02 150.2 As -Built Total: 228.0 2314.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 208.0 1.80 374.4 Concrete, Int Insul, Exterior 4.2 1286.0 3.26 4192.4 Exterior 1286.0 2.00 2572.0 Frame, Wood, Adjacent 11.0 208.0 1.80 374.4 Base Total: 1494.0 2946.4 As -Built Total: 1494.0 4566.8 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 106.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1724.0 0.64 1103.4 Under Attic 19.0 1724.0 0.87 X 1.00 1499.9 Base Total: 1724.0 1103.4 As -Built Total: 1724.0 1499.9 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 185.0(p) 1.9 351.5 Slab -On -Grade Edge Insulation 0.0 185.0(p 2.50 462.5 Raised 0.0 0.00 0.0 Base Total: 351.5 As -Built Total: 185.0 462.5 INFILTRATION Area X BWPM Points Area X WPM Points 1724.0 0.28 482.7 1724.0 -0.28 482.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge&/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5106.0 Winter As -Built Points: 8466.8 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) 8466.8 1.000 1.078 x 1.160 x 1.00) 0.438 0.950 4401.1 5106.0 0.6274 3203.5 8466.8 1.00 1.250 0.438 0.950 4401.1 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14111 3204 10256 27570 1 12164 4401 10495 27060 PASS y yp4 ^( liE ST91.O e f& O EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area• .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. RA-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge'" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score, the more efficient the home. I . New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr - 3. Number of units, if multi -family 1 _ SEER: 12.00 - 4. Number of Bedrooms 4 b. N!A - 5. Is this a worst case? Yes - - 6. Conditioned floor area (ft') 1724 ft' c. N/A - 7. Glass area & type r __ a. Clear - single pane 228.0 ft' - 13. Heating systems b. Clear - double pane 0.0 ft' - a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' - HSPF: 7.80 - d Tint/other SHGC - double pane 0.0 ft' b. N/A - 8. Floor types - - a. Slab -On -Grade Edge Insulation R=0.0, 185.0(p) ft - c. N/A b. N/A - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.2, 1286.0 ft' - EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 208.0 ft' _ b. N/A _ c. N/A-- d N/A __ c. Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1724.0 ft' - 15. HVAC credits PT, _ b. N/A - (CF-Ceiling fan, CV -Cross ventilation, c. N/A 1-IF-Whole house fan, 11. Ducts _- PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 R _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) yD gHE STgr ointhishomebeforefinalinspection. Otherwise, a new EPL Display Card will be completed. i. based on installed Code compliant features. Builder Signature: Date: a A Address of New Home: City/FL Zip: r COD WE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This ism a Building Energy Rating. /fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarmrdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1724 12.04.01 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: 407-831-2665 Project• • For. Beazer Homes Design Information Weather. Oft -do, do AP, Ft, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 32992 Btuh Ventilation air 0 cfm VDesign heat bad entilation air 32992 BBtuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingy CooH Area (ftz) 1724 1M Voluume(e (fN) 16206 16206 80 10088Equiv. AVF (dm) 21177 Heating Equipment Summary Maine Bryant Trade Efficiency 72 HSPF Fleatr' ooutput 0 Btuh @ 47-F nse 0 Actual fan 1200 cfm Heating air fbw factor 0.036 dm0tuh Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range Relative humility M 50 % Moisture difference 31 grAb Sensible Cooling Equipment Load Sizing Structure 27409 Btuh Ventilation 990 Btuh Design temperature swing 3.0 °F Use mfg. data n RaWswing multiplier 0.98 Total Sens. equip. bad 27831 Btuh Latent Cooling Equipment Load Sizing internal gains 1380 Btuh Ventilation 1068 Btuh Infiltration 2311 Bhuh Total latent equip. bad 4759 Btuh Total equipment bad 32590 Btuh Cooling Equipment Summary Male Bryant Trade Load sensible heat ratio Boldliralic values have been manually overridden Printout certified by ACCA to meet all requrerra is of Manual J 7th Ed. 1 wre9htsoft Right -Suite Residential' 5.0.64 RSR26016 E:\Files\Beazer 2002\FP 47\FP 47.rsr 10.0 EER 24850 Btuh 10650 Btuh 35500 Btuh 1200 cfm 0.044 cfrrdBhuh 86 2002-Apr-03 15:09:48 Page 1 I RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1724 12.04.01 109 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 16206 ft3 x 0.0167 = 217 cfm 2. Winter infiltration bad 1.1 x 217 cfm x 32 °F Writer TD = 7621 Btuh 3. Winter in ilhation HTM 7621 Btuh / 246 ftZ Total window = 31.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infit ation AVF 0.40 ach x 16206 ft3 x 0.0167 = 108 Cfm 2 Summer infiltration bad 1.1 x 108 cfm x 18 °F SL rmerTD = 2143 Btuh 3. Summer infill atiai HTM 2143 Btuh / 246 ft2 Total window = 8.7 Btuhtff and door area Procedure C - Latent Infiltration Gain 0.68 x 31 glib moist.diff. x 108 Cfm = 2311 Btuh Procedure o - Equipment bizing t_oaas 1. Sensible sizing bad Sensible ventilation bad 1.1 x 50 cfm vent. x 18 °F Surrin-wTD = 990 Bbjh Sensible load for structure (Line 19) + 27409 Btuh Sum of ventilation and structure loads = 28399 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing bad - sensible = 27831 Btuh 2 latent song bad Latent ventilation load 0.68 x 50 cfm vent x 31 grAb moist.diff. = 1068 Btuh Internal bads = 230 Bbh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 2311 Bkb EquipiTierit sizing bad - IaterTt = 4759 Btuh Constnxtion Quality is: a No. of Fireplaces is: 0 Sold/italic values have been manually overridden Printout certified by ACCA to meet all requirernentS of Manual J 7#1 Ed. k- wrightsoft Right -Suite Residential- 5.0.64 RSR26016 AC E:\Files\Beazer 2002\FP 47\FP 47.rsr 2002-Apr-03 15:09:48 Page 1 1, RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1724 12.04.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R den/bed 4 a n e a C n 0 d 1 1 90 1.0 1.0 3.0 5.0 54.4 32.0 0.0 kitchen a n e a C n 0 n 1 1 90 1.0 6.0 1.0 7.0 87.4 7.0 3.9 C n e a C n 0 n 1 1 90 1.0 6.0 1.0 7.0 87.4 20.0 11.0 bed 2 a n n a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 bath 2 bed 3 a n w a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 family a n w a C n 0 n 1 1 90 1.0 1.0 2.0 3.0 87.4 14.0 0.0 b n w a C n 0 n 1 1 90 1.0 1.0 5.0 7.0 87.4 40.0 0.0 bkfst m bed a n w a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 32.0 10.2 WIC m bath a n S a C n 0 d 1 1 90 1.0 1.0 1.0 4.0 30.4 19.0 7.6 c wrigt-itsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Apr-03 15:09:48 E:\Files\Beazer 2002\17P 47\FP 47.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1724 12.04.01 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: 407.831-2665 A 1_ J. 711 Ed t Nar1ve d roan Entire Hale daubed4 When bed 214Nvwq2Leofexposedvral185.0ft 38.0ft 19.0ft 26.0ft 3 Roandrnasn's 14.0 x 14.0 ft 13.0 x 13.0 ft 12.0 x 14.0 ItCeti gsCondit. Option 9A ft heaVcool d 9.4 ft heallood 9.4 It 1 9.4 ft heaV000l TYPE OFCST HTM Area Load (B4h) Area Load (Bti/1) Area Load (Blh) Area toed (Bl/1) DQNOSLIRE ND. Htg Clg R Htg Clg f12) Htg I Clg ft') Htg I Clg ft) Htg Clg 5 Gross a 14B 4.6 Z 1 1514 357 132 Exposed b 13C 0.0 12 226 0 11 11 wall arcs c 12C 29 1.9 0 0 0 pattials d 0.0 0.0 0 0 0 e 0.0 0.00 0 0 f 0.0 0.00 0 0 6 Wttdansard a 1C 37.0 16B 6209 32 1183 7 Z59 1 991 glass doss b 8C 37.040 1478 0 0 0 0 He& g c 9c 38.7a)774 0 0 774 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 T 0.0 0 0 0 0 0 7 V*xb`sard North 23.1 49 1128 0 0 15 438 1 glass doors NEM 0.00 0 0 0 0 0 0 coo1ig ESN 69.3146 1013D 32 1741 12 1099 0 SESW 0.00 0 0 0 0 0 c0 South 30.4 33 100E 0 0 0 0 c"" 0 Horz 0.00 0 0 0 0 0 c""' 0 8 Ottw doors a 10D 14.7 9.918 179 0 0 0 1 255 1 0 0 b 10D 14.7 9.90 0 0 0 0 0 0 0 0 0 c 0.0 0.00 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1286 ME 2548 1499 670 180 8D 11 535 239 sposed b 13c 0.01.2 21 243 0 0 0 111 11 0 132 vets andc 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 partitions d 0.00.0 0 0 0 0 0 01 0 0 Q 0 0 e 0.0 0.0 0 0 0 0 0 0 0 q 0 0 f 0.00.0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 1724 2924 383E 196 332 435 1 287 164 2B5 374 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.00.0 0 0 0 0 0 0 0 0 0 0 e 0.00.0 0 0 0 0 0 0 0 0 0 0 f 0.00.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 185 4795 0 0 1 492 0 674 0 Nde: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 pwrnela c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.00 0 1000 0 0 0 0 0 0 for slaba 0.0 0.00 0 0 0 0 0 0 0 floors) f 0.0 0.00 0 0 0 0 0 0 0 0 12 InWaition a 31.0 8.77621 2143 991 27945 1394 382 lq 496 139 13 StbbWbss=6+8.+11+12 2M 4M 3651 Less adard Heating 0•••• 0 0 Less transfer0••« 0 0 0 14 Dudbss to,/ 29M 10° 100 365 15 ToW loss =13+14 5489 4016 28M 16 Int. gains: Peco @ 300 6 180D 0 0 0 0 c"" 0 AppL @ 1200 2 1800 0 0 2 1800 c^" 0 17 SuUbt RSH gairr7+8 +12+16 24918 3126 4435 1211 Lessext rnacmilg 0 0 0 0 Less isds 0 0 0 0 18 Dud gain 10°/ 2492 1 313 10 443 1 121 19 TotaIRSH*MI7+18)'PLF 1A0 27409 1A0 343B 1A70 4878 1.OD 1332 2D Air regjmd (dim) 1200 1200 200 151 146 214"" 103 58 PmW ot> tW by ACCA b meet al reWkemwt of Marxd J 7th Ed. A= AA wrrrghlt5oft Right -Suite Residential- 5.0.64 RSR26016 2002-Apr-03 15:09:48 E:\ Files\Beazer 2002\FP 47\FP 47.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1724 12.04.01 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: 407-831-2665 J. 7hEd 1 Nanedroorn bath2 bed W* bi tJ4MANUAL2L d wal 6.0 ft 26.0 ft 14.0 ft 0.0 ft 3 mdmansorsRoom 11.0 x 6.0 ft 12 0 x 14.0 ft 14.0 x 13.0 ft 13.0 x 11.0 ft Ceiings Condt.Option 9.4 ft 1 9.4 It tieelbool 9.4 ftj heaVmd 9.4 ft heaVood TYPE CF I CSTJ HTM Area Load (Blh) Area Load (Blh) Area Wadp h) Area Load (Btih) EVO6URE ND. Htg I Clg ft) Hig Cig n Htg I Clg OF) Htg I Clg ft) Htg I Clg 5 Gross a 14B 4.6 2.1 56 244 132 EVosed b 13C 0.0 1.2 0 0 0 welland c 12C 2.9 1.9 0 0 0 parbtitiors d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 acil 0 0 0 6 Vftokward a 1C 37.0 0 16 591 14 517 0 glass doors b 8C 37.0 0 0 40 1478 0 Heaing c 9C 38.7 0 0 0 0 c 0 d 0.0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0c 0 7 W Ibm and North 23.1 0 0 0 0 0 0 0 glass doors NENW 0.0 0 0 0 0 0 0 0 Cooling E/W 69.3 0 0 16 870 54"" 472D 0 SESYV 0.0 0 0 0 0 0 0 0 South 3DA 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Otherdoors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 00 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 56 26D 116 22B 1052 470 78 35B 160 c 0 0 eposed b 13C 0.0 1.2 0 0 0 0 0 0 0 0 0 0 0 park and 12C 0 papartitionsd 0.0 00.00 0 0 0 00 0 0 0 0 0 a 0.0 0 0 0 0 0 0 0+ 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 66 112 147 168 285 374 1 309 405 142 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 c 0 0 11 Floors a 22A 25.9 0.0 6 15E 0 25 674 0 14 363 0 0 0 ro (Note: om b 0.0 0.0 0 c 0 0 0 0 0 0 0 0 0 perinew c 0.0 0.0 0 c 0 0 0 0 0 0 0 0 0 isdo. d 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 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 31.0 8.7 0 0 0 16 496 139 1673 471 0 0 13 Su1Aj a1 loss=6+8..+11+12 309B 469B Less edertidheeling 0 0 Less Irmda 0••• 0 0 0 14 Dudloss 10°/ m"" 10% 310 101 470 10D/124 15 ToW loss =13+14 34CB 516E 27) 16 ln gars: People @ 30D 0 0 0 0 4 120D 1 300 AppL @ 120D 0 0 0 0 0 0 c"" 0 17 Slblol RSH gaiF7+8-+12+16 253 1854 69% 618 Less edww oo*g 0 0 0 0 Lm ha dia 0 0 0 0 18 Duct gain 10' 25 1 185 10° m 1 19 TOW RSH gair(17+18)-PLF 1.00 209 1.00 2040 1A0 7651 1.00 600 2D Air required (dm) 21 13 124 89 188335"" 10 30 Pait A o&VW by ACCA b meet al reWw&Tw is of Manual J 7th Ed. wrrrghtsoft Right -Suite ResidentialTM 5.0.64 RSR26016 2002-Apr-03 15:09:48 A E:\Files\Beazer 2002\FP 47\FP 47.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job. 1724 12.04.01 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: 407-831-2665 17b Ed. 172MANUALNarediaxn mbad wic mbah Laglhduposedwal 36.0 It 7.0 ft 13.0 ft 3 f3mmcknensias 21.0 x 14.0 ft 14.0 x 7.0 ft 20.0 x 120 ft 4 Ceil gs GMA Q*m 9.4 fti heall000l 9.4 It heaftol 9.4 It heaVood TYPE CF CST HTM AM Load" h) Prey Load w) Area Load ^h) Area E)W0611RE ND. Htg C19 fF) Htg CIg ft Htg Clg Utz) Htg Cig Htg Clg 5 Gross a 14B 4.6 21 338 66 122 Exposed b 13C 0.0 1.2 0 0 0 waload c 12C 2.9 1.9 0 0 pallhor>s d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 01 0 0 6 V*rbmard a 1C 37.0 64 2385 0 0"" 191 702 glass doors b BC 37.0 0 0- 0 0""' 0 0 Heatrg c 9C 38.7 0 0 0 0 0 0 d 0.01 0 0 0 0 0 0 e 0.0 0 0"" 0 0^" 0 0 f 0.0 0 0"" 0 00 0 7 V izl>mad North 23.1 10 209 0 0 8 1 glass doors NEMW 0.0 0 0 0 0 0 0 Cooling EW 69.3 32 1741 0 0 0 0 SEGW 0.0 0 0 0 0 0 0 South 30.4 2 662 0 0 11 34 Horz 0.0 0- 0 0 0 0 0 8 Char doors a 10D 14.7 9.9 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 274 1X4 555 66 303 135 1 476 21 epceed b 13C 0.0 1.2 0 0 0 0 0 0 0 0 0 walsad c 12C 2.9 1.9 0 0 01 0 0 0 01 01 0 palAons d 0.0 0.0 0 0 0 0 0 0 01 0 e 0.0 0.0 00 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 01 0 10 Cekxjs a 16D 1.7 2.2 294 499 654 9B 166 218 240 407 534 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 e 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 11 Floors a 22A 25.9 0.0 36 0 7 181 0 1 337 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 P-Telor c 0.0 0.0 0 0 0 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 forslab a 0.0 0.0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 12 Irdi ralion a 31.0 8.7 64 1963 55B 0 q 0 19 5819 1 13 Su1YDW1cssS*8.+11+12 709 651 2510 Less sdar al heeling 0 0«« 0 lesstradei 0 14 Dud loss 10'/ 704 101A 65 10 251 15 Totalloss =13+14 7749 716 2761 16 is gains: People Q 300 1 30D 0 0 0 0 A4pL @ 1200 0 0 0 0 0 0 17 Sublot RSH g-7+8. +12+16 46BB 354 1414 Less mclernal000fng 0 0 0 Leas tratsfa 0 0 0 18 Dud gain 10% 469 101A 35 10° 141 19 Total RSH tgan'(17+18)'PLF 1.00 5157 1.00 3B8 1AD 151A 2D Air mg4rred ((in) m 26 17 1 100 68 Pullout certified by ACCA b meet al requirements of Manual J 71h Ed. wr c htso,ft Right -Suite Residential- 5.0.64 RSR26016 2002-Apr-03 15:09:48 A k E:\Files\Beazer 2002\FP 47\FP 47.rsr Page 3 Jul ni IrV Hurt have a rinkiuA clearance of 4 Inches around the cdr handler per the State Energy Code. All duct has a. —6 Insulation value. Ol 0 T CD N V CS I a) a- L) CO L, (ILI I — Rating z0 Ln a) Ui > z o z ES iLi CD I.- 5 4 Elf6MEL—JWOO nuo Ln4u, UUUUUUUUUUU" HUU-21-2002 10, 52 CLOPAY BLDG. PRODUCTS-TC P.01i06 CLOPAY 13 LDING PRODUCTS COMPANY 8585 Duke lqvd, Mason, OH 45040 FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE # (543) 770-6062 FAX # (513) 770-4853 DATE, 8/21 M George Iastings C RCS PHONE #/FAX#: (407) 854-9551 j Numl@r Of 0"As including cover sheet: 6 MESSAGE: George, I pre ared the attached Florida Building Code (ASCE7-98) windload calculation to be forwarded tohomever you wish. In the vast majority of cases, once the engineer/architect reviews the dixurnent, the issue is resolved. Please forward the windload calculation method as you wish. Thanks i THIS FACSI ILE MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO ICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGE AND CONFIDENTIAL. AUG-21-2002 10: 52 CLOPAY BLDG. PRODUCTS-TC P.02i06 PER The Florida by the provi E DOOR WIND LOAD DESIGN PRESSURES 98 (FLORIDA BUILDING CODE), CHAPTER 6 ling Code states "Wind forces on every building or structure shall be determined of Chapter 6 of ASCE7." [FBC Section 1606.1.1 ] Garage doors afire considered "Components and Cladding" (C&C) per ASCE7-98 since garage doors, entry drs, and windows transfer the wind to a supporting structure. The exterior walls of a building considered the "Main Wind -Force Resisting System" and use a different calculation m*od. The calculation method presented below is for components and cladding on buildings with mean roof heights less than or equal to 60 feet. Step 1: Deterne the Basic Wind Speed, V From Fig. 6-1 ASCE7-98, determine the Basic Wind Speed, V, for your geographic region. ASCE7-98 used values based on 3-second gust wind speeds in mites per hour. Per the Florida Building Code,(FBC 1619), Miami-Dadc Co. is 146 MPH, and Broward Co. is 140 MPH. Step 2: Determine the Importance Factor, I The lmportanc4 Factor, 1, is an adder included for "essential facilities" (hospitals, fire stations, etc.). See Table 6-1 in ASCE7-98. For residential construction, I = 1.00. Step 3: Determine the Mean Roof Height The mean roof1height is determined as the average (not peak) height of the roof from the ground. If the roof sloO is less than 10' then the cave height may be used. Step 4: Dete a the Exposure Category The exposure , tegory is based on the local terrain of where the building is located (Section 6.5.6). The tw' exposure levels that will be discussed here are Exposure B and Exposure C. Exposure B is 4cfincd as "urban and suburban areas, wooded areas, or other terrain with numerous closy spaced obstructions having the size of single -Family dwellings or larger." Exposure C is 4efined as "open terrain with scattered obstructions having heights generally less than 30 ft. Th >) category includes flat open country, grasslands and shorelines in hurricane prone regions.' The Florida Building Code defines the hurricane shoreline as within 1500 feet of the mean hit tide line and barrier islands. Also, all of Miami -Dade and Broward Co. is Exposure C peg the Florida Building Code (FBC 1619). Step 5: Deterne the Velocity Pressure Coefficient, Kz The velocity p ' sure coefficient, Kz, is determined from the exposure category and mean roof height (Table 6l5). The Kz factor for Exposure B (C&Q up to 30 ft. mean roof height is 0.70. For Exposure d (C&C), the Kz factors are as follows: to 15' Mean Roof Height: Kz @ 0.85. 20' Mean Roof Height: Kz = 0.90. 25' Mean Roof Height: Kz — 0.94. 30' Mean Roof Height: Kz = 0.98. tiCIIL oy. olio ii4L , UUUUUUUUUUU, rCU-J-UJ .1.131 rM 1 0 ;e: v HULd-21-2M2 1!PJ:53 CLOPAY BLDG. PRODUCTS-TC P . 03%0o GARAGE EkqOR WIND LOAD DESIGN PRESSURES PER ASCE7 . r S, CHAPTER 6 (continued) Step 6: Topo aphic Factor; Kzt This factor is ed for unobstructed buildings on isolated hills and ridge lines. This factor will be ignored (i.e. Kjt =1.0) in this procedure. For more information see Section 6.5.7. Step 7: Wind Pirectlonality Factor, Kd The wind directionality factor for C&C is Kd = 0.85. See Table 6-6. Step 8: Deterr*e the Velocity Pressure, qz The velocity pressure, qz, is calculated from the following formula (Section 6.5.10): 0.00256Kz KZt KdV21 (in lb/ft2 or pSF) Step 9: Deter*We the External Pressure Coefficients, GCp There are thre external pressure coefficients, GCp, for components and cladding and therefore garage doors. a first external pressure coefficient is for positive pressure and the other two coefficients fo negative pressures. One negative pressure coefficient is for `Zone 4' and the other coeffiici ' t for `Zone 5'. Zone 5 is the wall region in the comer of the building (also called the End Zone):Defined as "10% of minimum width or 0.4h [h = mean roof height], whichever is smaller, but not less than either 4% of minimum width or 3 feet." Zone 4 is the wall region that N remains after s*btracting Zone 5. See Figure 6-5A. According to toe "Guide to the Use ofthe Wind Load Provisions of ASCE7-98" published by ASCE Press ( p. 18), for components and cladding with a tributary area (A) of between 10 R-2 and 500 R2 thoifollowing formulas are used. for GCp: GCp' +1.1766 - (0.1766)(logto(A)) GCpi `) _-1.2766 + (0.1766x1ogio(A)) GCp(5) =-1.7532 + (0.3532)(logto(A)) The GCp valueF may be reduced by 10% if the roof slope is less than 10% Step 10: Dete r"ne the Internal Pressure CoeffScleuts, (i<Cppi The internal p ure coefficients, GCpi, are determined from Table 6-7. For enclosed buildings GCpi = +/-0.IS. For partially -enclosed buildings GCpi = +/-0.55. 1-) V VV V VVVV VVV i rCIJ' J' VJ .]. J/ rIWI F11 li t' 7 Hui-i-a 1CI- CLOPRY BLDG. PRODUCTS-TC P.04i0E r GARAGE DOOR WIND LOAD DESIGN PRESSURES PER ASCE7- $, CHAPTER 6 (continued) Step 11: Detts, ae theDesign Loads, p The design top, are determined from the following equation: p — gh[,GCp) - (GCpi)] where qh = % since C&C are evaluated at the mean roof height. For the negati* design load, the final design load is a ftutction of how much of the garage door opening is in ne 5 (end zone). A common mistake is conclude that if any of the door is in Zone 5, then t ` whole door is calculated for Zone 5. According to the "Guide to the Use of the Wind Load PrOisions of ASCE7-98", a weighted average may be used for components and cladding when deteimining the negative design pressure [p. 77]. This means that if 25% of the garage door opWng is in Zone 5 and 75% of the garage door opening is in Zone 4, then the final negative desig4 pressure has a proportionally greater influence from the calculated Zone 4 pressure than the calculated Zone 5 pressure. Prepared by M W. Westerfield, P.E. Florida P.E. #r43495 Clopay Building Products Company 2002, Clopal Building Products Company v U V. IIVJ lIVV HUG-21-2002 itd! 53 vuuuwuuuvuj reu-o-ua 0:01rm, rage u CLOPPY BLDG. PRODUCTS—TC P.05i06 kGE DOOR WIND LOAD DESIGN PRESSURES ASCE7-98, CHAPTER 6 (Florida Building Code) Example A 16'W x 714 arage door is to be installed in a home with horizontal dimensions of 60' x 40'. The mean roollheight is 15 feet. The garage door opening is located 2' from one of the corners of the home. a home is located in Florida in the 130 MPH basic wind speed zone and is determined to $a in the Exposure B category. Step 1: Determine the Basic Wind Speed, V Given: V =131D MPH. Step 2: Determine the Importance Factor, l For residential)construction: I = 1.00. [Table 6-1 4 Step 3: Deterine the Mean Roof Height The mean roo height was given as 15 feet. Step 4: Deter ins the Exposure Category Given: Facvo B. Step 5: Determine the Velocity Pressure Coefficient, KZ The velocity plessure coefficient is: Kz = 0.70 for up to 30' mean roof height Exposure B. [Table 6-51 Step 6: Topo aphic Factor, Kt Use Kzt = 1.0 im this example. Step 7: Wind ; lrectlonality Factor, Kd The wind direckiortality, factor for C&C is Kd = 0.85. [Table 6-61 Step 8: Determine the Velocity Pressure, qE The velocity Opssure, %, is calculated from the following formula (Section 6.5.10): q2 — 0.00256N Kzt KdV21 — 0.00256(0.70)(1.0)(0.85)(130=)(1.0) — 25.74 PSF — qh Step 9: Determine the External Pressure Coefficients, GCpForthishome, I e Zone 5 region is defined as 10% of the 40' minimum building dimension, or 4'. Since the g4rage door opening is located 2' from one of the corners of the home, this means that 2' of the g age door opening width is in Zone 5 and the remaining 14' feet of the garage door opening vAdth is in Zone 4. Garage Door The area (A) UUUUUUVUUUU, reu-o-uo d:oorm, rldye i l-LUh'HT kiLVU. eXUUL0_ 15- I C: P. 06/06 Pressures Per ASCE7-98 Example (continued) garage door is: (16 ft)(7 ft) -112. Therefore: GCp t +1.1766 - (0.1766)(loglo(112)) = +0.8147 GcC (*JM4) = -1.2766 + (0.1766)(logio(112)) =-0.9147 GCp(z ,e 5)=-1.7532 + (0.3532)(logio(112)) =-1.0294 Step 10: Dete ine the Internal Pressure Coeffeients, GCpi In this exampl4, the design loads will be calculated for both enclosed and partially -enclosed. The internal pressute coefficients, GCpi, are +/- 0.18 for enclosed and +/-0.55 for partially -enclosed. Step 11: Deteilne the Design Loads, p The design to , p, are determined from: p = 9h[(GCp) - (GCpi)) For an enclose# building: The positive d 'gn load is: p = 25.74[0.8147 + 0.18] = +25.60 PSF. The negative d sign load for Zone 4 is: p = 25.74[-0.9147 - 0.18] _ -28.18 PSF. The negative d., ign load for Zone 5 is: p = 25.74[-1.0294 - 0.18] = -31.13 PSF. For a partially -inclosed building: The positive d4.sign load is: p = 25.74[0.8147 + 0.55) = +35.13 PSF. The negative design load for Zone 4 is: p = 25.74[-0.9147 - 0.551- -37.70 PSF. The negative design load for Zone 5 is: p = 25.74[-1.0294 - 0.55] - -40.65 PSF. Since 87.5% of the garage door opening is in Zone 4 and 12.5% of the garage door opening is in Zone 5 (see St 9), the weighted average negative design load for this garage door opening is: Enclosed building: (-28.18 PSFx87.5%) + (-31.13 PSF)(12.5%) = -28.55 PSF Partially -enclosed building: (-37.70 PS17)(87.5%) + (-40.65 PSFx12.5%) = -38.06 PSF Rounding the djesign loads to the nearest tenth of a PSF, the final design loads are: For enclosed I ilding: +25.6 PSF & -28.6 PSF For partially- . closed building: +35.1 PSF & -38.1 PSF Prepared by Mirk W. Westerfield, P.E. Florida P.E. Nq. 48495 Clopay Buildi Products Company 2002, Clopayl Building Products Company TOTAL P.OE Ocu L uy. . n110 1114l11 UUUUUUUUUUU j AUG-26-2002 11419 CLOPAY BLDG. PRODUCTS-TC reo -j-uj j:obt m; rage d P.01/03 CLOPAY BI 8596 Duke Mason, OH FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE # (51 ) 770.6062 FAX # (513) 770-4853 DATE; 8/26/0? i TO: GeorgelHastings C RCS PIS- QNE #/FAX#: (407) 854-9551 1 Nurr har of navies inciudina cover sheet. 3 MESSAGE - Cover page a d p. 77 from the "Guide to the Use of the Wind Load Provisions of ASCE7-98" as pubished ASCE Press. Two weeks ago I attended an ASCE seminar in Covington. KY on wind load ught by Dr. Kishor Mehts (one of the authors of the guide). I asked him to confirm the g go door calculation write-up I sent to you. He did and said the procedure was correct. x THIS FACSI LE MESSAGE 18 INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO ICH IT 19 ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGEDAND CONFIDENTIAL. OCIIL oy nUa 1 N U 3 UUUUUUUUUUU; rev-3-o3 3:38Hm; AUG-26-2002 1120 CLOPAY BLDG. PRODUCTS-TC Gt)ID TO HE USE OF THE ND LOAD OrOVI ION F SCE 7=98 Kishor t. Mehta and Dale C. Perry racle v uY .VJ llvv VVVVVVVVVVV fC1,.1—J'VJ J. JOI IVI i tl L)C V c.. ALID-26-2002 11.20 CLOPAY BLDG. PRODUCTS-TC P.9sibs GUIDE TO THE USE OF WIND LOAD PROVISIONS 77 Typical calculations ofdesign pressures for purlin in Zone 1 For maximum negative pressure p 19.0[(-0.8) — (to. I &)] p = -17.6 psf with positive internal pressure (controls) p = -11.2 psf with negative internal pressure For maximum positive pressure p = 18.0[(0.3) — (+-0. IS)) p - 2.1 psfwith positive internal pressure p = 8.6 psf with negative internal pressure p — 10 psf minimum net pressure (controls); 6.1.4.2 Table 3.7.10 Not Roof Component Pressures, psf Contra ring esign Pressures, psf- C4mponent Positive Negative t Zones 1, 2, and 3 Zone 1 Zones 2 and 3 P'urlin 1 .0* -17. -28A It Panel 12.2 -19.4 -41.0 fastener 12.2 -19.4 -41.0 A;55 10 sq R 12.2 -19.4 .41.0 A 500 sq f3 10.0* -1 7.6 -28.4 minimum net pressure contro s1.1.4.2 Spec l case of girt that transverses Zones 4 and 5 G, i 'ft _ Z6 5 Width of Zone 5: Q a m p "" Q I smaller of a = 0.1(200) 20 ft or a = 0.4(36.7) = 14.7 ft (controls) but not less than 0.04(200) = 8 ft or 3 ft Weighted average design pressure P ft 14.7(-20.0)+10.3(-18.9) _ .19.6 psf25 This procedure of using weighted average may be used for other components and cladding. TOTRL P.N3 Cf. m x 23{'-: SfLE SHf4i ,NMP! AF7u1fm:cnselY.S' CWTtOcbDi-ES1M.s .S'K (CA;EIOuIC iEMSIONS _ 0: 5CR7TIOVI0EFATEPPL. 0f- VioYI. 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SM -EWG /' Y Ow ww iIFY, IJ l• WE& RX-0.. (J lY1FD_ iEYBaid1 B11' NAM VUM Illo. P.E. IthisQ' n t 1 91.E F .Ib ®.WITSByWHnotmFC. l. l.i: r 1 YCt.L R1f Sy F3E .YNLIF W MCWAP.E 1132ECA) r+..l 1 e•6 -- E¢% 10 :+ nv v'e Vol" 9 A'WEl: IAsr.m: ePttar Ow:w'r; F < Yk 'f1jl •O'1:1N. ::' •y / FYC: b. Z ,YrOratea< XYVPF.n.L V.0-- m GCIEII9 DEaCte IIC\tLS: +<<^s; PSr A -24.5 PS: IUD J EIIn SCE ..11tl 6E IF, otera"JBlM OF TYEP"WrIls."m w TEST UbDS: +33.0 PW -37.0 FSF I.XOr OWR RIMAD RA m YHIM& ON STWAI FM1INicclliCEiS - •• _VL x G .. rk If- fo U- SDILOWW. %OF. cwlm r !!E mmm rod tEE l:rY:S usi>aw , 1 .:-t-s-llkrElN1''POu-SAF7 SnJ: jplrw;ES WOir40P11G .FIY11.F.9pW1Yl. PART NO.: - Ir. trn ^ W'E u-aYi 0. ftW f!n UW-%t .. . j iEvr -A.P rR.LIQ tWrl ONE o.rl ua... SAwd 011—Wo. J13 NYR Y 5+1. I1iD --- H P, .: _ . " ALf W IDEAL tEn > al ouf a . ErcW SCE !;, N= TOIERANM " clr; nPY OltP+ZC aA7N ".. rc 1V4 i4t t w_m T . ,. .EW.1E.p1k•• r,,,xra,,.>s .00tAtsDESCRIPTION: II7i: El EA51 w4 ti O x d-734/ 2 .', Of_9GN E?ID' nrr l f:rIOY 6WJ'll, i .... ti.r,. .41 .2W , ] U'.. S __—r-,__..j ff va wn ::, ll..znr alrn ..,.. a>... ,i -; w , 1 YlJO , 'x+, RznwN Er: dMM DATE: +/18/80 ;;.•>< c F.Ti I Jim v...uwfu ara,yc!.//.:, cii.,• - - C.—al- t!/iCkcCKED aywwr.._ _ - ec---- e Nell SEA,N 1 —V //// TT.E A e CLkTE: 4/ 16/JJ aiEE I rF I I E f.. tf.:Gm '- rlr.Ny'JM. PP_-. iN Palls i UK, No.. 02139 NEJ N'ttN SHEATHING 3Y OTHERS OR SY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'O'D SEE NOTES) CAULK BETWEEN DOOR FLANGE L SHEATHING LA C f p W%Q5 MN 67 SLIDING GLASS DOOR FRAME SILK I INSTALLATION ANCHOR 8 SCREW TWO BY WOOD BY OTHERS 4' MAX. X I (- SHIM SPACE I-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) C DOOR HEIGHT p f ; EMBEDMENT N ' A I-1/4' MIN, LIBERALLY APPLY j CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CCNCRE E 3/15' DIA. TAPCON SECTION A -A V a-- DOOR VIDTH SLIDING GLASS DOOR FRAME JAMS TEMPERED GLASS T YP.) PERIMETER CAULK BY OTHERS SECTION B-B Al A' MAX. SHIM SPALE TW^W BY WOOD EMBED MIN. BY OTHERS T-EMBEDMENT SLIDING GLASS HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR R8 SCREW CAULK BETWEEN DOOR FLANGE S SHEATHING SHEATHING BY OTHERS TEMPERED GLASS STUCCO TYP.) R SIDING BY OTHERS SLIDING GLASS DOOR IhTERLCCK INSTALLATION ANCHOR WOOD RS ULK BETWEEN OK STRIP L IEATHING HP_0K STRIP DETAIL 1-1/3, MIN. EM2EDMENT i 1)) B" MATERIALALUMINUM ALLOY 6063. 2) B INSTALLATION SCREWS MUST BE OF SUFFICIENT LEMGTH TO ACHIEVE MIN. EMBEDM[NT OF 1-1/8, INTO WOO& TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SIFFICIEMT LENGTH Tp ACHIEVE MIN. Emil DNENT OF :-IiA• INTO MASONRY OR CONCRETE. 3) ANCHOR CHART ON BEHI THIS SWEET N) USE SILATOON LANCE USESILICONIZEDACRYLICCAULKBEHINDDOORFLANGEAT MEAD l JAMBS 5) USE S1LIC?ITZED ACRY! lC CAULK FOR PERIMETER SEAL AROGYND ExT_RIpR Or DOC+Y, 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOi CUANTITY LISTED WITH NCXT j LARGER SiZC, FOR THE APPROPRIATE CESIGN PPESSuR£ REO'D. 7) FOR PL+CKETDOOR SIZES USE CLCSEST BYPASS DOM SIZE L CONFI_URATICN TO FINISHED CPENIMG. B PLACE :%ITALLATION ANCHORS. IN FRONT T !COOK :TRIP AS SHOVN. 8) GLASS HICKNESS MAT VARY PER REOu:REMENTS OF ASTM E1300 GLASS C`!ARTS 5) DOOR UNIT IS APPROVED US!NG %MPEPE: GLASS IN SINGLE GLAZE' OR INSULATING GLASS 10) JAMB i SILL CORNERS ARE TO BE SEALED WITH A .MALL JOINT '-AM 'EALEP. II) SHIM AS >YO'D. AT EA. SET OF INSTALLATION ANCHORS. MAx. ALLOWGBLE SAIM STACK TO SE i/A' 12) ALL INSTALLATION ANCHORS MUST BE MAD[ OF CORrx.,'S:pN RESISTANT MATERIALS A 13) WHERE 'x' PEPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED %ANEL APPROVED V r / CONFIGURATIONS ARE AS LISTED pN ANCHOR CHART ON BACK OF THIS SHEET. E T E' 1n ` I a j ( E ! F A T I N 11N) NA)T ALL C]NFIGURATIOMS LISTED ABOVE ARE SNOVN ON THIS DRA.;MG. HOWEVER INSTALLATION SECTIONS ' A -A'. •B-B' t HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGLAA71ONS. 2 PANEL DOOR SHO JNIS) FLORIDA .xTRUDERS 1000 SERIES SLiDTrr GLASS DOOR IS SHOWN TN:S PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVS DESCRIPTION DATE INI L O P I D A EN T).RI DC.S SavF OrD FL I TITLE. SLIDING GLASS DOOR j INSTALL.^—TION WITH '=8 SCREWS i I DRAWN BY: 33 1 APPROVED BY: 2002 1ATE: 12/i7/6I SCALE: NT; DWG #rLEX0327 :tiT I OF 8 SCREW INSTALLATION ANCHOR. CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. NOOK STRIPDOOR SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF* TO CONE 1GURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4C68 xx, Ox, xO 48 x 80 6 6 6 8 8 8 4 4 4 5068 XX, Ox, XO 60 X 80 6 6 6 8 8 8 4 4 a 6068 Xx, Ox. x0 72 x 80 8 8 8 e 8 9 4 4 4 S068 xx, Ox, X0 96 x 80 10 10 10 8 8 8 4 4 4 10068 xx, OX, xG 120 X 80 8 8 3 a 4 4 50$0 xx, Ox. x0 60 X 96 6 6 6 i0 10 IO 5 5 5 6080 xx, Ox, XO 72 x 96 8 8 8 10 10 10 5 5 5 SOSO xx, Ox, xG 96 X 96 10 10 10 10 10 10 5 5 5 I0080 xx OX XO 120 x 96 1p 12 1p 10 10 10 1 5 5 5 50100 xx, Ox, XO 60 X 120 6 6 6 12 12 12 6 6 6 60100 xx, OX, XO 72 x 120 8 8 8 12 12 12 6 6 7 80100 xX X. X 96 X 120 1 2 2 12 6 7 8 9068 OXO 109 i/8 X 8o 12 12 12 8 8 8 4 4 4 12068 OXG 145 1/8 X EO 14. 14 14 8 8 8 4 4 I 4 15068 OXG 181 1/8 X 80 16 16 16 8 8 8 4 4 4 9080 Ox0 109 1/8 X 96 12 12 12 10 10 10 5 5 5 12080 OXO 145 1/8 x 96 14 14 14 10 10 I 10 I 5 5 5 15080 OxO 181 i/8 X c_ 116 16 1 10 10 10 5 5 5 90100 OXO 109 1/8 x :20 I2 12 12 12 12 2 5 7 8 120100 OXO 145 1/8 x 14 12 12 12 5 7 8 9068 XXX 106 5/8 X 20 i2 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 I 14 14 14 8 8 8 4 4 4 15069 XXX 178 5/8 x 80 I 16 16 16 8 8 4 4 4 9060 xxx 106 5/8 X 96 12 12 12 I0 10 10 5 5 5 12080 xxx 142 5/8 X S6 14 14 14 10 10 10 5 5 5I15080xxx1785/8 X S6 1 16 16 16 10 10 10 5 5 5 90100 xxx 106 5/8 x I2G. 12 12 12 12 I2 6 7 8I2010xxx1425/8 x i20 14 14 4r 2 2 12 6 7 8 loo6a OXXO 119 5/8 x 30 12 12 12 6 8 8 4 4 4 12068 OXX0 143 5/8 x o0 i4 14 14I 8 3 I 4 4 4 16068 OXXO 91 5/8 X 20 18 18 8 8 8 8 4 a I a 1 UZ30 C:.xxo 119 5/8 X 70 12 12 12 i'i to i' 12030 OxxO 143 5/8 X 96 I 14 14 I 14 In I0 10 1 5 I 5 I 5 160E0 GXXO 191 5/8 X 96 I !8 Is 10 I0 5 5 I 100lGO Oxxo 119 5/8 x :20 12 12 12 12 12 6 7 8 1c0I^o oxx0 143 5/8 x !c'0 Ia 14 I la I 12I I2 6 7 8 160 G'i OxxO 191 5/8 x 12C 8 I$ i9 12 lr i 6 8 1 XXXX 1/ !/4 x ail 12 2 12 I 6 d a a 4 1c068 XXXX 141 1/4 X 20 I 14 14 I 14 2 8 3 4 4 I 4 iEO62 XXXx 189 !/4 X 30 I 16 15 15 P a 8 i 4 4 4 10080 xxxx 11 !/4 X ; 12 12 12 0 0 il 120S0 XXXx I41 !/4 X ;S 14 14 14 0 10I 10 5 5I 5 16CP0 xxxac IE9 !/4 X = IS I6 16 i? 10 10 5 5 5 i001o0 XXxx 117 1/d X .c5 12 2 ` 12 i2 j i2 5 7 f 8 I2olC0 XXXX 141 1/4 X 1E0 14 14 I 1A 12 I i2 i , 7 I 8 601C0 xxxx 3S 1/4 x 120 I6 16 1 19 12-' I 12 f 5 7 I FLORIDA Fx'0UD,E S INT. IN. Sl%E+ Sl-!:iNG GL-.SS 1220P Y r./iii'f, .., 1 I1'17 .,..M A1JC._^ ,.. ..r.L. 7 1- . •.__• CONC:ET_ OR MAcr,NKYOPENING LY C+rE'S CAULK aETVEEN DOOR iLaNGE 8 V,O BUCK CAULK 3ETVEEN PERIMETER WOOD BUCK I. CAULK BY MAS'Y. OPENING OTH" LicS , BY OTHERS STucco 4 BYeTHR7o - o % INSTALLATION ANCHOR 08 SCREW (TYP. WHERE— TAPCONS ARE NOT REO'D.) SLIDING GLASS DOCK FRAME SILL 7 j 6 n D LIBERALLY APPLY CAULKING UNDER SILL INSTALLATION ANC 4C-R3/ 16' DIA. TAPCLN INSTALLATION ANCHOR 8 SCREW ( T YF. WHERE ONE BY WOOD IAPCONS A.RE NOT REC'D.) BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT c D rj/4' MAX. SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYP.) DOOR HEIGHT G EMBEDMENT A 1-1/4' MIN. A D _ SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S. G.D. WIDTH OR SET SILL IN BED L— INSTALLATION ANCHOR OF CONCRETE 3/16' D:A. TAPCON SECTION A -A, 1/ 4' MAX. SHIM SPACE 1 1/4• MIN. I — EMBEDMENT ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK L MAS' Y. OPENING BY OTHERS SHIM AS REO'D. I ( SEE NOTES) INSTALLATION ANCHOR 3/ 16' DIA. TAPCON Q CAULK BETWEEN DOOR FLANGE t WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SLIDING GLASS DOOR HOOK STRIP 1- I/4' MIN. EMBEDMENT I T CONCRETE OR MASONRY OPENING BY OTHERS a d J tC L CAULK BETWEEN WOOD BUCK t MAS' Y. OPENING BY OTHERS CAULK BETWEEN HOOK STRIP t WOOD BUCK E! ONE BY WOOD BUCK BY OTHERS STUCCO BY OTHERS U, V.La AjL A B.O.A.F.TEMPERED GLASS —, S E C T T p N $A TLTFAACI'L1RER (TYP.) yy' SLIDING GLASS DOOR Y CIQrS INTERLOCK MASTER FlU HOOK STRIP DETAIL A 1) DOOR MATERIAL, ALUMINUM ALLOT 6062. 2) TAPCON TYPE INSTALLATION ANCHORS MUST DE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBCDMENT 1r t-t/4' INTO MASONRY OR CONCRETE. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRANC rE m3ERS. N) IAPCON ANCHOR CHART ON BACK OF THIS SHEET. 5) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JANIS. 6) USE SILICONIZED ACRYLIC CAULK FOR PERINCTER SEAL AROUND EXTERIOR OF DOOR. 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OLIANTITY LISTED WITH NEXT LARGER SIZE. FOR INC APPROPRIATC DESIGN PRESSURE RED'D. 0) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR S12E L CONFIGURATION TO FINISHED OPENING. PLACE TAPCNES, IN FRONT OF HOOK STRIP AS SHNOWM 91 GLASS THICKNESS MAY WARN PER REOu1RENENTS OF ASTM CI300 GLASS CHARTS,10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON AMCHOR SHOULD BE FILED WITH 86 SCREV: B B OF It) DOM LMITCISNAPPRO EDSING TEMPERED CLASS TO PROVIDE KIN Us' ECKNT I SSINSINGEGLaw000BZCDD Olt INULATINGGLASS. 121JAMB / SILL CORNERS ARE TO BE SEALED WITH A SHALL JOINT SEAM SEALER. 131 SHIM AS REO'D, AT EA. SET Or INSTALLATION ANCHOR,. MAX ALLCVABLE SHIM STACK TO BE 1/4' tU ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RES:STANT NATER:ALS 15) VHCRC •X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED A CONFIGURATIONS APC AS LISTED ON ANCHOR CHART ON BACK OF IRIS SHEET. 16) NOT ALL COMFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. mC%jEvER INSTALLATION EXTERIOR ELEVATION SECTIONS ' A -A•, •B-/' L HOOK Si RIP DETAIL APPLY TO INSTALLATION Or ALL APPROVED 2 PANEL DOOR SHOWN COWIGURATIONS. 17) INSTALL ONE 1APCON IN EACH PAIR OF FACTORY APPLIED IM ALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR CHART. SEE BACK OF THIS SHEET is) FLORIDA EXTRUDERS t000 SERIES SLIDING GLASS DCOR IS SHCVM. THIS PRINT ALSO APPLIES TO 2900 SERIES AND So SCRIES. REVS DESCRIPTION DATE INI FLORIDA-INT. PINC PS SANFOPD rL. TITLE: SLIDING GLASS DOOR INSTALLA T ILN `-/ I T H I APEONS D?AWN BY: B3 j APPPOVED BY: i n1TF• i1/%/ i 1C^_l F N U c Intro _ rU APCON ANCHOR CHAP NOMINAL DOOR DC a QUANTITIES IN HEAD & SILLI QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 161 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF I 45 PST 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, OX, x0 48 x 80 3 3 3 4 4 4 3 3 4 5068 XX, OX, XO 60 x 80 3 3 3 4 4 4 3 4 4 6068 XX, OX. XO 72 x 80 4 4 4 4 4 4 3 4 5 58068xx, Ox, x0 96 x BO 55 5 4 4 4 3 4 51006? xx, Ox, x0 120 x 80 6 6 7( ) 4 4 4 3 4 5080 xx, Ox, XO 60 x 56 3 3 3 5 5 5 4 5 6 6080 xx, Ox. x0 72 x 96 4 4 4 5 5 5 4 5 6 8080 xx, OX, x0 96 x 96 5 5 5 5 5 5 4 6 6 10080 xx x, x0 120 x 96 6 A 7 (1)1) 5 5 5 4 6 6 50100 XX, OX, XO 60 X 120 3 3 3 6 ( 6 6 5 6 7 60100 XX, OX, XO 72 X 120 4 4 6 Ij 6 6 6 I 7 I 8 0100 xx. x. x 96 x 120 5 5 A 6 6 7 (DI) 6 8 9 9068 Ox0 109 1/8 X 80 5 { 5 6 4 4 3 4 5 12068 OXO 145 1/8 X 80 7 7 9 02) 4 4 144 3 4 5 15068 OX 181 1/6 x 80 8 10 (D2) 11 (3) 4 4 4 3 4 5 9080 0X0 109 1/6 X 96 5 5 6 5 5 4 6 6 12080 Ox0 145 1/8 x 96 7 8 (D1f. 9' S a) ' 5,.N 5 15080 Ox0 181 1/8 X 96 8 5 5 5 4 6 6 90100 OXD t09 1/8 x 120 5 5 6;. .L 16;;i i. D1) 6 I 8 10 120100 OX0 145 1/8 X 120 7 9 () to ( ) 6 6 7 (DI) 6 8 10 9068 XXX 106 5/8 X 80 5 5. •-:.. 6- - • -= 4 - 4 4 3 4 5 12068 xxx 142 5/8 X 80 7 7 8 (DI) 4. 4 4 3 4 5 15068 XXX 178 5/8 X 80 8 1 'T 4 a 4 3 4 5 9080 xxx 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 xxx 142 5/8 x 96 7 8 (D1) 9 (D2) 5 5 4 6 6 15080 XXX t78 5/8 x 96 8 11 ( 3> 3 5 5 5 4 6 6 90100 XXX 106 5/8 X 120 b 5 6 6 6 17 6 I 8 10 120100 xxx 142 5/8 x 120 7 n> 1n (n-) 6 6 6 8 t0 10063 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 I 4 5 16068 OXXO 191 5/8 X 80 9 10 (DI) 1-2(03) 4 4 4 3 4 5 10080 UXXU 1 7/ti X Ijb b 6 7 (D1) 4 6 12080 OXXO I 19 8 (DI) 94 (D25) I I I I16080OXXO1219115/8 X 96 5 5 S 4 6 I 6 100100 0xx0 119 5/8 x 120 6 6 7 (DI) 6 7 (DU 6 8 10 12Ct00 OXXO 5/8 x 120 7 I I I 7 <D1) I I 6 8 I 10 160100 Oxxp 1143191 5/8 X 120 IO (DI) 93 D•.) 16 cD7) 6 6 7 (D1) j 6 S IC 10068 xxxx Ili 1/4 x 6 6 12068 xxxx I 141 1/4 X 80 7 7 18 (DI) 4 4 4 I 3 I 4 5 16068 xxxx 39 1/4 X 80 9 (DI) I 10 2) D12 (D4) 4 4 II A 3 4 5 10080 xxxx it 1/4 x b 6 7 (DI) 4 a 6 i6 I12080xxxx114t1/4 x 95 17 18 <D1) 9 (D2) I 5 t 5 15 4 L6080xxxxi891/4 x 55 9 (D1) 1 : ( 4) 1 (7 5) 5 5 5 4 6 6 100100 xxxx 17 t/4 X 120 1 6 6 7 iD2) 6 6 7 (D1) 6 8 t0 1c0'- 00 xxxx 1/4 x 120 7 2 (DI) I0 03) I6 6 Ii (Di) 6 I8 I10 I60100xxxx1185t/4 X t20 I iO CD2) 13 (1:i CD-•) 6 a 7 (Ci> 1 F1 E 0 ICC 2 4 ANCHOP NOTES 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THPU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUP. EATIONS TWO TAPCONS ARE PEO' D. 2) ' D1' MEANNS, INSTALL TWO TAPCONS IN ONE SET OF INSTALLATION HOLES. 3) ' D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS 1N FOUR SETS OF INSTALLATION HOLES. 6) ' D5' MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS 1N SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B: SECONDLY, AT EACH END OF HEAD SILL NEAP. JAMB CORNER., IF NEEDED. CG LOCATIONS IN HEAD & SILL OTHER, THAN AS LISTED 1N A & B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. SECONDLY, AT EACH END OF JAMBS NEAP. HEAD & SILL CORNERS. C: LOCATIONS IN JAMBS OTHER. THAN AS LISTED iN A & 2. r I (j D A ExTRUDEYS I :_ [ I I I D i--1 INT. INC. SANFO<3. FL. TIM SLIDING C_ASS DOOP TA -? CON G_ASS C-ART IRK -- Y:t Sari . S. .,. +C-_:, 1.r'2- V!L N.T - -- MIAMI•DADE t•lIJ-UAUL•: COUNTY. FLORIDA 11:T1cu-DA01- FLAGLCR BUILDING PRODUCT CONTROL NOTICE, OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 1111ILDING CODE COMPLIANCF: OFFICE: METRO -DADS 1'11.AGLER IIl1Il.1)1\'(i loll WENT VLAGLER 11'ItEM', SUITE lbw MIAMI. FLORIDA 3313O-15ol 303) 375-2901 FAX (305) 375-290s CONTRA( `roR I.ICENSIM. Svc.I ION 3as) 37s-2s27 r•,\x 00S) 37s-25 cS CON RMTOR tixr0ltC'E:.N11•:N- I' nI Isu N 3us) »s-,t)ett FAX rRaullc r c c>vrltnt. tin WON Your application li>'r Notice of Acceptance (NUA) of', (J05) 375.29m FAX (305) 372.6331) I "x Std. Wall - Aluminum Tube Clipped Mullions under Chapter R ol'the Code of Miami -Dade County governing the use ol•Alternate Materials ant.f Types of Construction, and completely described herein, has been recommended i'or acceptance by the Miami -DadeCountyBuildingCodeComplianceOffice (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time lfotll a Jobslte or manutacttire r's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the useofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, if it is determinedby13CCOthatthisproductormaterialfailstomeettherequirementsoftheSouthFloridaBuildingCode. The expense ot'such testing \vill be incurred by the manufacturer. ACCEPTANCE NO.: 00-0912.OS EXPIRES: 06/23/2006 Raul Rodriguez Chief Product Control Division THIS IS T11F COVERSI1UT SE1; ADDITIONA1. PAGES FOR SPECIFIC AND GF.IVERALCONDITIONS 13UILDING CnuF & PRODUCT 11FV11- W O11IN11TTFF This application for Product Approval has been reviewed by the 13CCO and approved by the Building CodeandProductReviewCommitteetobeusedinMiami -Dade County, Florida tinder the conditions set Forthabove. APPROVED: 06/24/2001 0450001\ pe2000\\templates\notice aceept.Ince cover page.dot ff7o- c 4-" Francisco J. Quintana, R.A. Director Miami - Bade County Building Code Compliance Ofticc lntcrnct trail address: postm:istcr(a)buildingcodconlinc.conl IlotncpaLC: http://%VWW.huildingcodcualinc.cum PGT Industries ACCEPTANCI. No.: 00-0912.05 APPROVED JUN 2 8 2001 EXPIRES JUN-2 8 2006 NOTICE OF ACCEPTANCE: SPEC I 'IC CONDITIONS 1. SCOPE 1.1 This approves a clippctl mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida l3uilding Code (Sl-'BC), 1994 Edition for Mianii-Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DLSCIZII'TION 2.1 The 1"x Standard Nall - Aluminum Tube Clipped 1lullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets I through5of5, titled "I" Std. Wall Mullion Arrangement Detail", prepared by manufacturer, dated 4/28/00, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -DadeCountyProductControlDivision. These docunlcnts shall hereinafter be referred to as the approveddrawings. 3. LIMITATIONS 3.1 This approval applies to clippcd structural mullions to be installed vertically or horizontally, asshownintlicapprovcddrawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opcning Width, for either lx2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, sec corresponding table in approvcd drawings. 3.3 Window sizes and design pressures arc to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acccptancc. 4. INSTALLATION 4.1 The clippcd mullion system and its corliponents shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanetlt label with the manufacturer's natllc or logo, city, state andfollowingstatenicnt: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT 11EQUIRENIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acccptancc, with mullion option indicated. 6.1.2 The Notice of Acccptancc of cacti door and/or fixed lice attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the Components selected for the proposed Installation. 6.1.4 Any other documents rcquircd by the 13uilding Oflicial or the South Florida Building CodeSFBC) in order to properly evaluate the iiistall.lk,Qll of t lis system Mallu9t Perez, P.E. Product Co E-xaminer Produ orltrol Division Ll 6r PC"I' Industries ACCEPTANCE. No.: 00-0912.05 APPROVED JUN 2 8 2001 t.xP]RE:S JUN 2 8 2006 NOTICE, OF ACCEPTANCE: STANDARD CONUITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering docunlcnts, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with [tic manufacturer's name, city, state, and the following statenlcilt: "Minnli-Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the SOuth Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as nn endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other docunlcnts, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the topics. 8. Failure to comply with any section of this Acccptancc shall be cause fur termination and removal of Acceptance. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. 1?N1) OF THIS ACCETT ONCE: CGGI Maim • Per z, 1'.E., Product Cof6 xnmincr Produ ontrol Division `J r ANCHORS: rwE. 9: TYP. t' OR 'o' Yulua+ BOTN ENOS\ GLAZINGPROoUCr QAZWGPROOUCT Wl—I—W2 W - w11w2 2) WINDOWS MULLED TOGETHER FOR DETERMINING VAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 AIAX OPENING = W OR W i +W2 MULL LENGTH = H MKHORS: rrvc e c' oRENb- r— w—i BOM DS HJ Mawri IrP. I HMXLAONHI Guis G PROq/ CT NOTES I. FOR ANCHORAGE TYPE, OUANnTY AND LOCATION REFER TO SHEETS 2, J AND 5 H - NIINI 0) WINDOW MUL n W/ ONE AROVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = •H OR Hi+H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS J. MULLIONS ARE APPROVED FOR IMPACT do NON -IMPACT 4. REFERENCE TEST REPORT FTL-2902. 290J AND 2975 TIME '. PnoDucROOIKr C' OR BOAMENDSOR1.11— Gu2YOUCI QDU III P"RO "GPROOCI wl—i— W2 W W . w1 W2 N NIiM1 2) WINDOWS MULLED W QNE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 A: I) MAX OPENING - H OR H 1 +H2 MULL' LENGTH = W OR W I +W2 M2) MAX OPENING = W OR W 1 + IV2 MULL LENGTH = HI I w I ANCHORS 11Pr. e, C' on • D' BOTH ENDSH1 H2 HI I I— WI— I—WI—I—wJ—I f Ww — wliw2iw3 11 - HI+ M2 MULTIPLE WINDOWS MULLED W/ONE AROy FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5OF5 M3) MAX OPENING = H OR H i +H2 MULL LENGTH = W OR W i +W2+W3 A14) MAX OPENING = W 1 +W2 OR W2+W3 MULL LENGTH = H1 GWANG PROOUCT uIYP. YULWN- 1 YI Cu1Wc GWING CLQWC PROOUCT PROO( ACT PROOIICI T P. J.P. 128/00tx- I RobertL Q k, y P. E 039712 Ctn-hl . l INDUSTRIES ARRANGEMENT DETAIL raw: I " STD. WALL MULLION ton Ec o acoar a mt MOKOMM n 34275 P.O. BDK 1529 M7ROWA n J4221 s.,;.. MULLS NTS 1 N 5 Aoi'RWEo As cxxmr*4 will Il1E SOUTH FL 0%WAD1HGCoat 6Y PaomeL A WXJ MG CODE COMPUANCE aICE ACCCPTANCE 000. 00 ` jq IZ .OS 6520 I I , I* MULL r-2 . OR 4 112 r.Ok SIAS. SXWXXMV aw WLALX)N cup CW FL"I's off, OF mw.— oppow 14a 50 AS Nor TowAA, C&w 10 FOR. 4 It....... wruxlrwc "I'l 21.11 .0 14144, L LACH OPdM) s 5 0— 112 S.Otj (Ogg/) ALL FAPWRST MOST BE &Ar CoLwrr APPOVOWIX Sir ACTE it FOR I Adult PC I t. W,41ON IYPICRL MULLION Al LLION INSi 181TIAM 7Y11 '.' r2OR 4'-1 112 rx Sits. SIACCOWONMIN.—: sw S"S ISO AS AmOr to kmxrvtf wine co-pc'mo001LA) Boo ( ryp) S" Mir it mucir Ii (rrp 4 112 "Wo SCRcW 01OW Ij11 Ulm. PcNem"ont WTO BUCK All ASM4AS MEW BE Aw CoLwrr 400R0140. ur NOTE I I TYPICAL MULLION TO STRUCTuRjr WITH PE ' R" M- M 1 FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEESHEET5. FOR ANCHOR LOCATIONS SEE SHEET J. QUANTITY OF ANCHORS FOR MULL -TO -CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP -TO -OPENING. 2, REFERENCE TEST REPORT FA-2902, 2903 AND 2975 IMMIML- OUANTIrr OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATIONONLY. FOR CORRECT aum7iry or ANCHORS PLEASE REFER To CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REOD FOR YOUR SPECIFICAPPLICATION. I. mmuom 0000 strx aw& 40 To 1 R. O.T. 0. MAIM 2" OR 4' 1 112 r". $us SIACCEWO ON wow Am oppagm Soo 50 AS NOT TO Vwx T— wrumAf myk Lcm orwa) ILr2iSEEmirItYw A01011 (2411) rlc"(1 Tom "Wo c cl;c:nu 8, ocw SJ` WXftWCAll FASnWERS 011Sr4C040CCOLWTYAPPO0006to. Sir 'ofr If TYPICAL MULLION To STRUCj31Rr WITH WOOD BUCK REMOVED FROM CoNc. rypr 1— 2- OR 4'-1 BUCK TYPICAL mumoN To STRUCTuRr WITH WOOD BUCK ANO -ONC Typr -D-, I IF.N. 5 Y. S. rA= TWV ON OMVS, rr so" so As Nor To WntifTNE MOW EACH COOKS) SEE Norr if wo. 4' rAft-am (2461) Nw. 16 PcNrm4noN wro COWROr 09 & OCM STRWI[ Afff. Ali fASIEWNS hwr or oADE coum Pp* owo. scr -or[ Is APPROVED ASCOMPLY*41OWITH104 SOUT14FLORVABLUDIJOV CODE om JU2 L200 B a y N,OtT Tflot Ot 4) M01104 CODE COMPLWXE OFFXE ACCJO 74KERG BY. P. J.P. jo"*128100 INDUSTRIES CLIP & INSTALLATION DETAIL Robert L a 7,krV2yI" STD. WALL MULLION PE. #39712 tayo ircm%uDGY VROVV " P.O. Box isSc.4; sh-L. q,n%rh, r*1 1110906a, It. 34271 WKaWS. n J#Z?41 S"ZULLS NTS 2 d 5 6620 IMPORTANT: OUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT OUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REOP FOR YOUR SPECIFIC APPLICATION, 8 MIN. FROM ENDS (TYP) 4AX I " MUL L CUP TWO (2) ANCHOR LOCATION.5 EXTRUSION DWC / 1099 14 MAX. 8 MIN.— I " MULL C_r IP FOUR (;—)ANCHOR LOCATIONS EXTRUSION OWC / fogy 21 I 4 —^ 3 MIN. FROM I END (TYP) I" MULL CLIP W/TABS R MOV£D TWO 2) ANCHOR LOCATIONS VaRU510N OwC / 1099 MIN. FROM ENO (TYP) A' I" Milit CLIP WIFABS RFL40VED FOUR (4) ANCHOR LOCATION EXTRUSION OWC / 1099 CLIP LENGTH CHART avPAM0 siC0WPLra(G %wft1 Tr FOR Ix MULL WH f1(1(yL HD 1y1 QpEuuf1OATEBy exo owTftoL Ovi" SlatOW. CODECONPIWKEOFfl1 MULL SIZE q' x 2 x b I Chia Bi 4: ae»uonr. po-o91Z .. I 4x x b 4- INDUSTRIES P.J P. 0.14/28/00 111 MULLION CLIP ANCHOR LOCATION rLprE 'el aA,w"r f.AEffRfNCf T£5T REPORT fTL-2902,1903 AND 2975 39J/Z 107 °3 1 " STD. WALL MULLION s•"•.N•• Sc N: Shur. pa..9 N•, q, is Nara„s°i';=, uuLLs NTS 3 a 5 6620 1J . i y 1x2x.125 _ 2 Anchors i 50T60 A lO 42 48 1_29 1 115 107 83 _ 73 _ 67 50.625 70_ 61 s5 w i 54 601 631 57 1 49 44 11_1 35 I 31 35 30 27 30 26 23 0 W 72 76 23 ! 20 17 20—' 17 15_ 18 15 = T8 84 90 96 1441 OPENING WIDTH IN INCHES 80 90 ( 100 10 104 103 1 103 1 103 63 61 61 1 61 52 50 49 1 49 ' 41 39 38 38 29 27 26 25 24 23 22 21 21 19 18 18 16 103 6i 49 ED 0 0 0 0 1 13( 1 103 I st 49 38 25 I 20 17 103 61 49 38 0 0 0 0 0 e 1x4x.1L5 _ OPENING WIDTH 4 Anchors 50 : 60 70 80 90 IN INCHES 100 110 120 1 130 160 42, 170 1 170 170 1 170 170 170 , 170 170 170 170 U z 50.625 54 170 L170 170 170 iio="70 1 170 170 170 170 17—I— 0 I 170 170 170 170 170 170 170 170 162 134 170 i 170 158 I 157 1 127 124 170 170 ii0 157 122 157 122 1 157 12260 63170 66 170 170 1 157 i 143 160 ! 141 170 145 I 127 128 119 1 112 1 108 106 106 106 115 106 1 100 i 96 93 92 92 72 142 1 120 I 105 95 el 81 71 74 72 71 76 120 102 90 81 74 1 69 65 63 61 59 J 1-84. 78 111 94 83 74 68 63 60 57 55 53 88 75 65 I 59 53 1 49 1 46 44 42 1 40 J 90 72 60 53 I 47 43 1 39 1 37 35 33 31 i 96 108 59 50 43 I 38 35 1 32 1 30 28 27 24 41 35 1 30 1 27 24 1 22 F20 19 18 16 111 38 32 28 F 24 22 1 20 1 19 17 16 144 NOTES•' 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert LClark, P.E. PEr39712 Structural Vertical Mull Mull Length Opening Width Horizontal Mull r---1 Open wra`th L--j I— Adult 1 Length —I Multipl7Mulled Units I Mull th• f I Opening Width APPROVED AS CCO{MJ,PPLYINGNp{7TN iN: jf, L 7Y 50UrN Fa1erv ROI. . 4N Kn WIG CODE COMPLIANCE OFFIC; ar,c., c- 00-09, S. TP.J.P, 1 '"4/28/00 O_100 n: INDUSTRIES PRESSURE CHARTS 1 " STD. WALL MULLION em rummoLOCY ORvw P.O. BOX 1329 h.iu/Mod k Sc.l.. 7" Dn.ip Mo. Aanowx n a4n3 AAWOWS. FL J4214 MULLS NTS 5 M 5 1 6620 34 21 i '4 l x STD.' WALL MULLS MAT'L: 6063-T6 NOTE: 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 1 8 (FYP) T W.P.J.P. a64/28/00 a INDUSTWES PROFILES C rERobertL I" STD. WALL MULLION P.E.139112 1070 rrcwx Kwr ORP4 P.O. 80X 1529 $64*9 e01 scam: S'c Structural wx064 A 34229 h wo I n liv MULLS NTS 4 « 5 APMOK0 AS COWLyM MQN U 1N( a PR , luvow-CODECOYK"a K AmEPTiw rum00-041i.e w~ 6620 A I IIIIII INSTALLATION MULLION ANCHOR ANCHOR - MULLION ( TYP.) BRACKET ANCHOR BRACKET — CENTRAL FLOODA B. a. MANUFACTURER NAMl WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A- A 11M L.-1 EXTERIOR ELEVATION DWG NO: GEN-0452 6A jl MULLION DIE NO. 1445 INSTALLATION R FILE # 8 SELF TAPPING ° SMS (TYP.) ° o SUBSTRATE SECTION B-B ANCHOR TYP.) I SEE NOTES 2 & #3 0 NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE, 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE' FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: - - - - ORN: JS vv.— — — — oATE: 3/17/02 WT FT: SCALE: MATL: DWC NO HALF ---- cEN-oasz e... eti mrrr.rr rrtiury rv:r MRP 2SO INTERNATIONAL PKWT. HEATHROW. FLORIDA 32746 PHONE 407-505-0365 FAX 407-005-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> 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 54.625 169 125 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 01445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805.0366 CA020039 12-Jan-2002 01-1201 1". 0;' 1. P 1" O/-zZ- oz GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 4A I - 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 50.625 331 262 241 219 203 203 54.6251 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1415 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020122 FEB. 19, 2002 02-0217 if2 20--dL GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 kA 4 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 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805MM CA020123 FEB. 19, 2002 02-0217 47 DWG NO: STALLATION CHOR YP. ) 8 SELF TAPPING SMS (TYP.) NIULuvN DIE NO. 1446 SECTION A -A IAi I,JULLI' ANCH: BPACK W!,;DOW FRA''E JAMB TYP.) MULLION ANCHOR BRACKET v a a 0 SUBSTRATE IVJLLION u;_ N0. 14=5 INSTALLATION ANCHOR T YP. ) v 4a ° SEE NOTES 2 & #3 F— 1-7/8" SECTION B- B CENTRALLip FLORIDA B.O. A.Y. MANUFACTURER NAME. EXTERIOR ELEVATIONS NOTES: MASTER FILE 5- 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446. WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN, TITLE: FIN VERTICAL MULLION INSTALLATION DETAI- EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MiN. EMBEDMENT IN-O WOOD AREA: __-- oR"` JS nPRw: _ — — — DATE:'p, ,. FRAMING. WT/FT: — SCALE: AMATL: — — — — DWG NO: HALF J PREPARED By PRODUCT TECNNOLOOT CORP.. 250 INTERNATIONAL PKWT. NLATNNUW. 'LUKIUA 31— —1 wu.- -u— rww.... ..•-+--- GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 GA. A6 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 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 d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 806-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 4A. P. 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 24,000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 yy HG NO: 4-0-1 50 NIULLiI AivCH ERACK WINDOW FRAMz- JAMB TYP ) STALLATION ACHOR YP. ) MUL LUUIJ DIE NO. 1448 8 SELF TAPPING SMS (T)'P.) SECTION A- A MULLION D;i NO. 1448 MULLION '( INSTALLATION ANCHOR I ANCHOR BRACKET (TYP.) SEE NOTES 2 & #3 p a -- I_---1 7/ --! SUBSTRATE 1 1 A A SECTION B-B B ENTOA B. O. A. Fa MANUFACTURER NAIWE EXTERIORELEVATIONNOTES MASTER FEE y1 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBS MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE VIINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAi- EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING ##10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: — — — — ORN: is APaw: ____ ATE:3/1?/? Q FRAMING. WT/FT: — SCALE: AUTL: ---_ OING NO: HALFcEr. PREPAPEO 6Y. PRODUCT TECHNOLOGY CORP.. 250 R+TERNATICNAL PKWY. rEATHROW. FLORIDA 32746 PHONE 407-605-0365 FAX A-37-5"5-:'!: GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION *1"8 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0. W CA020037 JAN.11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 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 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11. 02 01-1201 BOWEN ENGINEERING' CORPORATION EBM265 1428 VASSAR &TREE7 ORL.A =, FL 32804 i SEC JOB No, 409 NAN6 + SHEET NO, OF CALCULATED BY OAT'E DRAWN 9v DATE Nr=oE125 i 0,XST'UR6 5s&RlMA (FLA.BLv&,.co*m5 Late!-,-r) E9IT7oN 3'iRSP (r-l.A, %W4,r-006 LAT66r) 45.0 1TrioAzo A'NEt. taNc{,oas G _ M4x w/ cad b/11,11 -rep cQ,, 9 E c+4 s i D o p qa . 1v4 a i ptabJ,? 0 4t i i U i B O.L iv wield ca0,69 w 10. 1a S.e-1-.ee locla co eg Hao,4.oe 1 41 PE $ C^STH Add 0, Z.4raaaol 4Tpe wa !Greo4 +tip MvQFA rt M;,.) 111 E IS A a 5 I cp.o-. c Ip ) A pEe f %N4 vG J2EQ ReCO MEN--G1/eT70 5. G I,-s IvGl A; Q Lv dQ pn ay r.` T J:.. o : 11-AF !s. 6' MANv L£P SPE-c'9. 3ti iI-311i- JUL-26-2002 02:52 AM P . 0 3 mm• X00 = Ph h1 1)1 eMe •- rti.N. To. rwry t« tM y aha•Ka 4POO* 1 013 TINIWW ,run. ID, i002 gi M HURRICANE .ENGINEEJUNG & TESTING INC. 4#fIOIr cmmalted Pnedaat 7'utlns A D"(pt find LoadAnoilult Wer'nn &a* Ail• Preasare Test July 12tk 2001 REPMT NLNSER: HET141.1042 NIXVIIFACTCTRBR: Melia, Ixe. 9300 Blair Drh% Suite 107, El Monte, CA 91731 111,51' LOCATION: HimicAnc Engineering do Tettio.8 ]no, 8S.12 NW 64 Street Mimi L 33166 NOTMATION NO, 1>TsI101021 thillANSIOADD COLNTY,1`LORIDA) SOCCI LISTING No,: TL - 9S96A I .AK C:KR17FIcA1im, N1.tNMHyK; ol.()417.01 PRODUCT: Hullaw Glom Block Wall/Whiduit PROMCT DESCUMON; Hollow G6m BW" Nominal Diawnsioas: 7 3i4" x 7 3/4" x 4" PRQDUC'T SIZE: 72"+vide x 72" hish DRAWYNG M1t MER. 97.18. Al-Faam Corpwidox. Dated 4.12-97 NOTE; h=z1WNW.:l'druwlnx lr ur: lnleKrul pun gr(hw ropwl. DESIGN LOAM (p o: +85 xxd -W. TEST WrMT 1FD BY: (lull orpetal) Syed Wakxr AH. PhD. XM hir, Eddy Phillips WTf) Mr. Leonardo D. 94vW' R.1. (HHTI) W1'it.MAINO BNODWIER: 1*00r ..vl. Medim, P.L. (mp - 0634 NW e4h WpW. MhaM. FloWs.:uted, photo (305) t0l 1l10, Fm (3 i W?-7013 ap:.ww.nxne.oaven.eem uI,Jr . 7r. M...,,,, .n. . w. A 1M7A7 aMe t,.• . t: r 1M I. •thwno.or.. J. r.• .r r `"+rQi Iii3 ••,• `• iy w • TwM.r, J.nO ap, i00: rR 1 Conurwdlan Detalb PRODUCT: Fbad Hallow GUes Block Wall/Window TIEWRE"110N OF UVTr Q LWl: 7211vido:721, high ye. ld 3tu ewon. Nona fbmd MATEMAL CILARACTmusTICs abudm mat"W3 7 314" x 7 31411 x 41• Mellow Glow Sloob G1,21m histh,& AanaalT Blass Block M mtar wwooding Arm 397 far Typeanrntar DsYU01 opamins: 72" wWs s 72" high all our L W ASS BLOCK WONAW-m4ppial; no". ki • ; 11MIa. mai&W Hone. notta. a OOt: 'ILO berisommi jamb wwa rsi amod with a 1-SV' wide ImitoaW ladder type (1" n C. Rine MM) absel support01s1" din. wifeti idtlalet: 100% siHoone Sealant was applied along *0 outer owiils m betw•sen wood buck uui glass blocks. t BkMW mom butaHed in a 4xt0 rwminal fY3''/2 woad frarm. INIOTALLATION PERLMEMIt A I.3/4•`w x 241 l x 0.o3T• tMak Svsll Us was boeded to the IMirtwter glass blools aSd aaal msd to Ave substraboa with (2) 410 x 1 1 /2" wood sarowS with washers. 0140.R NO. MLTh01.1041 oaoa3an7. JUL-26-2002 02:52 AM d lbr we . n M a TM Rni.wp"m F:' :i 1ii'z"ifa' w s .f o 1'nK.w.sn.2, =MIAV ` Test Rd=it§ Pressure P Midpoint DaBnotion itWWs Lod Detlleotioa imhar gat Defintim inchs get inches) Rw4v y- a6) Dwatlon wow&) Pod*n Load Halftst 64 151 Foo T a.cty a.tut Gi 30 0.14 0.412 A0 i stl,wd hits i Ojq 1 0,11.3 1a.zR141.06 1 94 30 N l Half tact li4 0,01 am I a.08 1 0.00 1 mo I it) DOME I 4M 1 0,23 0.0 0.11 0.00 1 100 1 30 T«a r owe 138 1 0.37 0.02 1 .35 0.01 107 1 30 URY10 N c.aaa 199 way PWO"Wa M MOraanee >rrut ANY M a9dorteO. CONC&Iiwt Ths eYKm wa t*K4d id acoosdamm witPtetocol PA-94-202 ofMUmi•Dads Cc WAY, Florida witlwul any dwisdop, mW ma tho Podimtuutoc tvgtkmnen4 OC ASTM E330.90. It alw mal. Ow mquieotamb of Soul ham Btlildir4 Coda wWm 1701.4. rac mglo was intact at tiro oom asien of each kst. NO 'I'h', the ff*m rNRaler ware Obtained MORS the dax"wWd mtr rnarhedt which indteattt caliplcaRce with Me perfommilce requft"ank c+ftin Thin report dow nvt constgure cerro7carton of the specowns tasted, S* W&W Ali, Ph. D. P.E. P»tMdont Hoc:trn IQ. Medim RoaIdmt $nQit w RoW N0, t VI-0100tx. hp i d 3. ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE k WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXTERI WINDOW HEIGHT FLANGE TYPE —\ WINDOW FRAME SILL PERIMETER CAULKBYOTHERS SHIM AS REO'D SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON SHOWN CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS d 1 1/4• MIN. a • EMBEDMENT 1/4' SHIM - SPACE MAX. BUCK HEIGHT SILL STOOL BY OTHERS BUCK WIDTH 1/4' SHIM FLANGE TYPE SPACE MAX. WINDOW FRAME JAMB PERIMETER CAULK BY OTHERS WINDOW WIDTH EXIEBICAULK BETWEEN WINDOW FLANGE - WOOD BUCK d 041E BY WOOD EN L ELA Lt FL ldFLM 1;, BUCK BY OTHERS Ep ++ EMBEDMENT ^ GJt kc- ruR • ` SHIM AS REO'0 _ K F-IVRA 1 AI. y tf INU M SEENOTES) CWASTER FME :a 3 SECTION 2 WINDOW WTH. A B C D E K 2 WINDOW HGT. F G H I CONCRETE OR MASONRY OPENING BY OTHERS ANCHOR 3/ 16- ONA TAPCON SHOWN CAULK BETWEEN WOOD BUCK & MAS' Y OPENING BY OTHERS CAULK BETWEEN WINDOW FLANGE k PRECAST SILL WITH VULKEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 GENERAL NOTES: 1) SHIM AS REQ'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL- ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALAW MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) WM THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFTED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. EXTERIOR FINISH BY OTHERS 1 -- mi ELEVATION VIEWED FROM EXTERIOR COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WJ)TH/HOGHT EXTERIOR INTERIOR HEAD JAMBS 12 19 1/6 x 26 99 99 B F,G 13 19 1/5 X 36 3/6 78 76 B F,G 14 19 1/6 X 50 3/4 59 59 B F,G 14+ 4 19 1/4 X 54 3/6 54 54 8 F.G 14+ 5 19 1/6 X 55 3A 52 52 B F.G 15 19 1/6 X 63 45 45 a F.G 16 19 1 X 72 40 40 a I F.G I H2271/2 X 1 B F. 1H3 26 1/2 X 36 3/s 51 51 6 F.G H4 26 1/2 X 50 6/6 44 44 B F.G 1H4+ 4 26 1/2 X 54 *A 42 42 B F.G 1 H4+5 26 V/2 X 55 5A 41 41 g F,G 1H5 26 1/2 X 63 40 40 B FA 26 1 X 72 40 40 F G 30X2 30 1/2 X 26 56 B G 3m 30 1/2 X 38 3/6 44 44 B F.G30X4 30 1/2 X 50 3/6 40 40 B F.G30X4+ 4 30 1/2 X 54 5/0 40 40 B F,G30X4+ 5 30 1/2 X 55 2/0 40 40 B F.G30X5 30 1/2 X 53 40 40 B F,G 3OXG 40 40 a F H 1 22 37 X 26 51 51 B F.G 23 37 X 38 3/4 40 40 B F.G 24 37 X 50 3/6 40 40 B F.G 24+ 4 37 X 54 *A 40 40 a F,G 24+ 5 37 X 55 3/0 40 40 B F,G 25 37 X 63 40 40 B F.G.HJ 37 X 72 40 40 a F I 4526 46 x 25 46 46 B F.G 4836 48 X 36 3/6 40 40 B F.G 4050 48 X 50 3/6 40 40 B F.G 484+ 4 48 X 54 3/s 40 40 B F,G.H,1 464+ 5 40 X 55 AA 40 40 B F,G.H.] 4863 4972 48 X 63 48 X 72 40 40 40 40 R A F, G,H 1 32 53 1/6 x 26 45 45 B F,G 33 53 1/s X 36 3/6 40 40 B F.G 34 53 1/6 X 50 5A 40 40 6 F.G.H.1 34+ 4 53 1/6 X 54 5/4 40 40 B F.G.H.I 34+ 5 53 1/$ X 55 5/4 40 40 8 F.G.H.1 35 53 1/4 X 63 40 40 B F,G,H.I 36 53 1 X 72 40 40 B F.G. H 1 N47E: 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME "DOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL j8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO W000 BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. 5) IF EXACT WINDOW SIZE MS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REOO. PREPARED BY: PRODUCT TECHOICL04Y CORP.. 250 INTERKAnONAL PKY., SU1iE 2= HEATMow, MU Za J21i 0 "%M w, 6w-U3= — — — SHEATHIN, BY OTHER CAULK 8 EXTERIOR F BY OTHERS PER%METER CAULK BY OTHERS FIN TYPE FRAME HE GLAZING (T.. cx eR vRSEENOTES FIN TYPE — FRAME SILL PERIMETER CAULK — BY OTHERS E8 INSTALLATION ANCHOR S::REW (TYP.} ExTER',OR FINISH BY O"HERS CAULK BEHIND FIN SHEATHING BY OTHERS N 1) DES+GN PRESSURE CA=AC TY OF WINDOW & INSTALLATION IS 400 PSF 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO SY WOOD STUDS. USING OC99 IN, DIA NAILS PLACE 099 NAILS 6 FROM J COWN CORNERS MAX 4 8" OC MAX BETWEENTH¢RS 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUCS. USING M8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 IN EMBEDMENT INTO SUBSTRATE PLSCE SCREWS E_ MAX FROM CORNERS & 24CC MAX. BETWEEN. 4} SHIM AS RED .0. AOJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. NSTALLAT: ON WINDOW FRAME MATERIAL: ALUMINUM ALLOY E063. NOR SCREW (TYP) E) 'SE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 SN! M AS REDO GLASS CHARTS. SEE NOTES 9) BUILD GOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOCATELY TRANSFER LOAD FROM WINDOW TO THE t/ 4" MAX. STRUCTURE. IC) ELEVATIONS SHOW TO 1SHIMSPACECOMMONCONFIGURATIONS. IT IS NOT INTENDED LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/19CO SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORIDA R. O. A. F. MANUFACTURER NAME: MASTER FILE # R NDOW HEIGHT 1 / 4" MAX. SHIM SPACE SHIM AS REO'0 SEE NOTES i" MIN. t— 2 X FRAMING EMBEDMENT 8Y OTHERS wlr HE ELEVA T ION VIEWED FROM EXTERIOR 1/ 4" MAX. SHIM SPACE STwo BY FRAMING SHIM a5REO'D BY OTHERS FIN TYPE ( FRAME JAM \ A ! 1 1 MIN EMBEDMENT SHEATING BY OTHERS GLA?:NC ( TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS TCRI R MS INSTALLATION ANCHOR SCREW ( TYP.) WnNDOW WIDTH PERIMETER CAULK BY OTHERS SECTION 2 WINDOW WIDTH — I r z/ 00 O p WINDOW HEIGHT O' O ELEVATION VIEWED FROM EXTERIOR PRODUCT P.ERPORmnnc6 DRTR l CJ 0 i2.. __. HURRICANE CODE METRL--EDGE STEEL DODR Ill WDOD FRAME PRODUCT CERTIRICRTion SHEET _01- 031 t , 2 (bAp -I Valid for the following side -hinged door arrangements: M UE ODORS - Bv- nOmU1RL HEIGHT: Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites Double Doors on Hinge side on Strike side DOOR STYLES: 13® n®® oa0g001, ®® Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel 000 f, 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: 0 00 Q 00 a 00 ® 00 00 00 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 231., 24R, 24L 152 Series 149 Series Series AOPt-SS. -SS 0 IMPRCT MULTI ME STL WD OP o Entergy- Entry Systems 0,. W."— Q. W. +w_...Yut ORhcNOM. N1M W MM,., NW fw1.A ro cMW •tea, nak•. M I A M I•DADE NI IANI I-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO DADE FLAGLER BUILDING 140 WIiS'r FLAGLER STREET, SUITE 1603 MIAMI, FLOIUDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-2903 Premdor Entry Systems CON'1'IL•1C1'01t I.ICFNS1,V(. SECTION 911 E. Jeferson, P.O. Box 76 (305) 375-2527 FXX (305) 37s-255x Pittsburgh ,KS 66762 co.N•r1t•%Crolt FNF0I2cF:D11:N•r mv1S4oN 305) 375-2966 FAX (305) 375.290S PRODUC-r CONTH01, DIVISION 305) 375-2902 FAX (305)172.6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Inswing Opaque Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County -governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.23 EXPIRES: 04/02/2006 Raw Koarlgucz Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE 4C PRODUCT REVIEW CON1N11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Dir-ector Miami -Dade Count, APPROVED: 06/05/2001 Building Codc Compliance OFlict: s04S0001\pc2000\\templates\notice acceptance cover page.dot a.,.• 2T Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 JUN 0 5 2001 APPROVED EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.25 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S/E Inswing Opaque Double Residential Insulated Steel Doors with Sidelites-Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1029-EM-I, Sheets I through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing), prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LAI EILINC 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS - 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acccptancc 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building icial or the South FlCirid1 Building Code SFBC) in order to properly evaluate the installat' f hiss stem Ma el Perez, P.E. Product Co tt Examiner Pr luct Control Division IN J Premdor Enter Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 2001 EXPIRES April 02. 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory perfomiancc of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the uscrby the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of' Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEP' ANC Manuq Perez, P.E., Product """Con r6l xamincr Prod u ntroI Division PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WITH BUMPER THRESHOLD (INSWING) flf . 11/ ' MINIMIIN [141(¢1[NII?) Kv AO 6 SI```` (1) P[R- ylllaKI[WtAI /I6' MII xPCItS 1 1/2' nINi1X1N SM6(p(NI 1•6 1/2' MAX 37 1/4' 74, 37 1/4' MAX MAX MAX vi' t T tO4 it.t[S MAX wwe SCC Wtt ', a' MAX j' MAX MAX AX 15. O C 15, 0 C 15, O C 15• O C. 15' O.C. 15• O C. 15' O.C. IS' O.C. MAY MAX MA% MA% MAX MAX MAX MAX MAXC Sic t r rNvS ' 151 Iw r•[M IwSlp[ j"I 1 tr Ilt MI 11 17 1/1.MAX IB' 0C. ! i1 OC SPACING a t m t I Ij v iia 1i 16, 1 r nett A A 17 IS°ACING TOP 0r/DOOR DID x r rrty;. IB' OC TO 4 Or LOCK IU Iw I•rw INSIOC Y•1 i t. OC ci i 22' % 6e• 5 1/2' i MAX DLO i — BO 1 /16' j MAx 17 I/ MAX wuftl i I OC SPACING x•eu4tIB' OC •ox. •u nets j0w.4a tc•efat ioxten j 17 1/ ' MAx OC SPaCING 7 1ij8' OC } aVlai[t Otgtt t i- i 1OKL40it•rtfiwxuiea• tOCalC1 j — 6' Ax j I Ilf • 1 1/zz' MIMI Tn71o[e 1(if t i41. U> ore 1•r 0..,.1 C gger 1( 7,16, r. LoCOMS .• 15• 0C. 15' 0C. 15' OC. IS' OC. IS' OC. 15' .C. IS' O.C. IS• O.C. •i1 li7' •Ivl.t/ rwlC Mwl ..,• MAX MAX NqX NA% MAX MAX MAX MAX a• MAX S' MAX 5• M4. AX MAX X wX 1/l' • 2' LDAK Su tCS S[c -01c 3 ATTACH ASTRAGAL THROW BOLT RB x 1' LONGSTRIKEPLATETOTHEHEADERINALLREMAININGANDTHRESHOLDWITH010x13/4' HOLESFLATHEADSCREWS NOTE$: I) ='COD DUCKS BY OTHERS MUST BE ANCHORED RD x 1 3/4" LONG PRUPCRLY TO TRANSFER LOADS TO THE STRUCTURE. FLATHEAD SCREWS 2) 1HC PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. L.H. INSVING R.H. INSWING A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGALBMASONRYORCONCRETECONSTRUCTIONWHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. APPROVED AS COMPLYING WITH THE C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. 3 ALL ANCHORING SCREWS TO BE 110 WITH M IT SOUTH FI,O QA HOING CODE E n BY 1_11 _ 7Atr PROOpCT CONTROL DIVISION) BUILOICODE COMPLIANCE OFFICE M" 1 1/2 EMBEDMEN INTO WOOD SUBSTRATE ACCEPTANCENO. OT'03 tI. Z3 6' PFH TAP[QN$ WITH I 1/2' MINIMUM EMBEDMENT UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY ORMASONRY OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG4ITMUSTBEINSTALLEDWITHMIAM-DADE COUNTY TO SILL IS LESS THAN 15 DEGREES. UNLESS UNIT IS INSTALLED INAPPROVED' SHUTTERS NON -HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT WATER INFILTRATION. AND DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON SIDELITES AND DOOR. - t I OAK CDUIIIT MDRUiCATIONS Inl/m i6LATEXSEALANTTOBEAPPLIEDATSIDEBYSIDEtTRi1SUl(SSN71[I fRK QC N4 PA RSJAMBSANDSIDELITES. (rlauslat ul[SS N)[I. SI0.,IDtL a i A Aoo oTKR RDoa CDKIGURAIIDNS I7n1A1 7 DOCR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE AP ; t•ns.•ct4tow toaimwt tlta CORNERSARECOPEDANDBUTTJOINED. _ _ Rr, 8DOORSSHALLBEPRE -PAINTED WITH A VATER-BASED EPDXY RUST INHIBI' IVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 08 TO 1.2 MIL. PRLM N Y Y MS - 31-1029-EM-1 9 F?AwES SHALL ;E PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ III L IFRID1 VATER- RED? I?LE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. VIIIS CS 6616? SHEET 1 OF 6 I F[VISIDI LEGR c DESIGN RATINGS WHERE WATER INFILTRATION QUIRENENT IS NEEDED R WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED itiv A V 1 55.0 ESP Uegajivp NFIT APPRFIVFn1 61 4 9/16, GLASS BITE GLAZING DETAIL SNERVIN VILLIANS 850A E%TERIEIR GRADE LATEX CALILK EXTERI[IR INTERIOR ook INTERIf1R 1IN J W I INU OTHER CONFIGURATIONS MAX MAX MAX gin..... ..'r..". ..:•,-,.,:.r.- XX(3 XX 74 3/4' 74 3/4' 112' MAX MAX MAX 29 [ut [xD 1/8' TEMPERED GLASS AP;A0VFV ,;S ;C ::PLYING WITH THE sou In rt 1 , 1wls u.[n nKi [e,t «t , 11fL CU Ie NS w86 6 UItII r0R1. tH.tDrt. r(lt U J BY PiJdC C-17TRCL Dl%[S:ON M OUR WRY SYSILK DU.LCI::G CCCc CC`: PUAI:CE OFFICE 111. I'llisLLt 74 vs 3/.• KUY. UDK k-11 " 1- 1029-LM-I SMEE 1 2 Of 6 0 7 1/4' SHIM MAX r— 3/4' 2 BY WOOD BUCK 17 1 1/4' 1 2 EXTERIOR 4 1 3/4' 1 1 / 4 ' L I'1 H I C-IC 1 I-iL J L 1 J 1 ITEM NO. DESCRIPTION PART NUMBER COMMENTS 1 WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MIL. TO BE PINE OR EQUIVALENT Q COMPRESSION WEATHERSTRIP EM-25 L13CKSCREEN BRAND LOXSEAL(R N) ALUMINUM ASTRAGAL EM-12 PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL 4 ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' SQ TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL STEELAnSKIN 1`926IDIIIDM -Il00 IMR nonon IIIIEQ( KST [Tml a Rr Q) PFtYliRETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 tbs./Ft' BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL WOOD LOCK BLOCK CH-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT fD STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 jEA STEEL 12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL; 14 WOOD HINGE JAMB rM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT l5 110-24 x 112' f.H.M.S. 4) SCREWS PER HINGE INTO DOOR 16 BID X 2' F.H.W.S. SCREVS HINGE JAMB INTO SID IX JAMB, 81 DDvw R MAX IB• D.C. THEREAFTER 10) SCREVS THRaJGH STRIKE JAMB INTO SIDELITE .JAMB, V DDVN FROM TOF X B' 0,C. THEREAFTER 6) SCREVS THRQJGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOWN FROM OP. MAX 15' DC. THEREAFTER 17 tI xvS v2MINI1111 I 1 M M Y16' PTM TAPTDfS WMiww I I/Y IMBOD[NI REFER TO ELEVATION VIEV, FOR I OF SCREVS USED AND LOCATIONS 18 910 X 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB 19 118 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE LDCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 B10 X 1 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB WOOD SIDELITE JAMB EM-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS CM-19 TEMPEREDRGT ASPS IN POLYPROPYLENE FRAME- DC-1643 cC1DL 2EREDGLASS la SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2- MTL, TO BE PINE OR EQUIVALENT WOOD CASING EM-2I I/B' . i' MTL. TO BE PINE OR EDUIVALEN) - ITEMS ARE MOLDINGS USEIiFOR *SIDE BY SIDE ,IAMBS' AS MULLIONS WOOD SIDELITE HEAD JAMB EM-22 1 1/4' x 4 9/16' MTL. TD BE PINE DR EQUIVALENT fQ WOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, DDL-2 HP Polypropylene by ODL N6 X 1 1/2- PAN HEAD SCREWS SPACING TO BE 3' IFROMCORNER AN 18PERFRAME10EXCEEDIVOC (HERE AFIER, EACH SIDELITE STILES EM-26 15/16' X 1 I1/16' MTL. TO BE PINE OR EOUIVALENT 61 1 PIN NAIL LT' LONG MAIL, 4' IN TRIM END, MAX 8- a( TKRWIER, USED ON MLLLIDJS AND IRIM SECTION B-B 011, 011. 4 9/16' DOW SILICONE #995 11MI1S,- ( MESS NDIED, FRAC. ' D:C. ANT, 18 IDADE COUNTY MODIFICATIONS Ivuiol 1 JD I UIRUSIX IM[SS NOTED. SID. CD141. IOL'S. I A hDOED PAGE 5 (DOOR ripn INC) hn.i.qA 1 121, 1 PPROVED AS CCIdPLYRIGWTH THE T SOUTHfIaIJQ( ji l QE PREMDOR EN[I RS Yc:.Te J JJ jj JJ EY PROD T OYTROL DMSION / 911 E. Xf[[RSa OUT! DIfiC CGDE CQLY00%E OFFICE PI I I SB: . KS. 66)62 - ACCEPTfxCENO0 V.Z3 MS 31-1029-EM-1 SHEET 3 OF 6 R[ vlSla LEII(R B 2 BY WOOD BUCK 1/4" SHIM MAX 3/4" n J 17 3/16' INTERIOR I MAX 80 11 / 16" MAX 2 BY WOOD BUCK SECTION C-C 1 1/4" m EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING 431-1029-EM-I SHEET 2 OF 6 1 1/4" DOW SILICONE #995 U DADE COUNTY MODIFICATIONS /11/0I 1 A 2-" RS IIXIIS. U11[SS DIED, f2k. DEC. AFd,. 11 I-96 RS EXIMIX, UAIESS NOTED, SID. Mil. iQ'S. A ADD SCRCVS 10 WE FRANC t wl(RIAL LIST t-18-97 IR.S. APPROVED AS Ca.ALYMIG VATH THE 509711 FL BUILDING CODE OR. By R. S. DAl[ - - ay Y ° PREMDUR ENTRY SYdY FRaou r c +TROLa — 911 E. ,1MRSONvlsron PI1 fSBURG, KS. 6G)(icWLC:,iG C032 COMPLLAN^ICE — CCvT;4NCE rto.0+ - 0 3 1-1029-EM-I SHEET 4 OF 6 REVISION LlII[R p nx OTHER DOOR CONFIGURATIONS 111 Ir.• YI Vr w W W Y W W W Y w w r i w .• Y W Y w '• W W n W rr 11[ 1r oc n' M r K r°s Yy n• °c r °c r °c Y.I.a°L Yr; A' r W 1 I 1 1 I 1 1 1 I 1 1 1 1)vsw nvrw C rK1i °C rKIrL r 1/r 6c VKML a_ G OL VKK C 11/N' r YIN' C - V a l/r s of we w u vKri ec rKli Ir 4-Z vryocle1 1 1 ) I 1 1 r ) 1 I 1 1 LU Ycr•,, ac. Ir o ec. n ei Lr n Y... ... W W w r w r W EX XX W I 1 1 Ir VT rl Ller 1/r G L VKti v yr W c vKrc K VKfi xn xnvIle fY 6C Y K fY K a• K Ir K n' °L r! w I 1 I I 1 1 Ir 1/ t W 111 le11/ r W ec vKfi Y rKMf Ir IleLN W VKfi11 JIIr11L W • W W I UIS MESS N01(D, FRAC KC Ate ITRUSflNS UCSS ) ORD. Sig CD1t. 1I1'S APPROVED As COL:PLYING VNTN THE EOUM F", DA BUILDING CODE JUNDR. IT M 1—I1-0I OA E, PREMDOR ENTRY SYSTEM P.IOJU ROL OMSION 911 (. [(fERSDI COLIPLIANCeWICE P111SW. KS WET? ACCEPT. 31v. 7-3 XX I 31- 1029- EM-I SHEET 5 OF G RtvISIDa t( Ii(R, 11111111111117 ETHER DOER PANEL 3s• M A X 79r/ l` Do 6oU OU 106 MAXI no 001 on ICI STYLES Ll BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PAN L 4- PANEL ETHER SIDEEITE STYLES 36" MAX 79 J/_1 6" ' M. QX SL- 10 SL-20 SL-30 SL-60 SL-50 SL-50B OD an on 00 00 00 00 OD 00 PD- 1 PD-2 PD-3 PD-4 PD-5 PD-6 Goo 0o 0000000 00 00o00 00F18-PANEL FLUSH 8-PANEL CROSSBUCK ooan on ODgo 00 05 90 01 00 0o ao oD oa 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL EYEBROW W/ SCROLL EYEBROW EYEBROW W/SCROLL ' SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B SL-90C 00 00 00 00 00 00 00 OD PD-7 PD-8 PD-9 PD-10 PO-11 PD-12 PO-13 PD-14 PD-15 SL-309 SL-30C SL-70 SL-90 DO D0 PO-16 PD-17 i? ii ; Iis I /I i11 - d4 jt; •i i 111 1 1 Igott II I: II rill( IN;;tt" 111 lil , 111 u II 'J ! 11! 111 1 111 i11 IIi 1 1 ' Il U II I' p p "tt'; ' 111 111 '"III 111 111 PD-18 PO- 19 PO-20 PO-21 PD-22 PD-23 PO-24 PD-25 PD-26 PO-27 PD-28 PD-29 PD-JG PO-31 PD-32 PD-33 liMlli Uitii 101( I, fRAC aC AM(, Illas n- AM 101EI. SIB C(Kl. 10A ADO D U _ Dt IT B4 PAR, Nu4: PRE DD DD NO DDO Dt11 Do D0 PREMDOR EN1RY SYSTEMS 911 (. VERDI I' D-35 PD-36 PD-37 -3D PO-39 PO-40 PD-41 PD-42 PO-43 ^3A PD-43B PUISBAL, CS 66162 Ir r I oGW p V O U} Z = S l O 0 • O Z t n O i o-L n pw n 7 PD- 34 O 5 1, u i omskia31-1029-EM- 1 SHEET 6 OF 6 R(vISHM t( I I(R r PRODUCT P6RPDRmRnce ORTR HURRICANE CODE mETRI-EDGE STEEL DOOR IIl WOOD FRRmE PRODUCT CERTIFICRTIOfI 5HEET 01- 031 q , Z &Fax- - an:').14Uv Valid for the following side -hinged door arrangements (Sheet 1 of 2): GLAZED DOORS- Bvi nominRL HEIGHT: Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES -114 GLASS: a= e :, cob Ell a 00 01j 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLASS: n. r •,:,; ', s f is ? r:«a• •' •w; 0 00 00 00 00 00 000 105 Series 106. 160 Series 129 Series 200 Series 12 R/L, 23 R/L. 107 Series 108 Series 304 Series 24 RIL Series MULTI ME STL WD GLZ-1 ntergOEntrySystems QY tW*`%" Mf9'M YW 1N 1 YMow "MMff fow A,renL C/M tM Mogln OfW fuMe b [.rryt Mp nprt. PRODUCT PBRPORMRnce ORTR HURRICANE CODE METRL-EDGE STEEL DOOR IF1 WOOD PRRME PRODUCT CERTIPICRTIon SHEET 01- D3144 n _60TV41 6) Valid for the following side -hinged door arrangements (Sheet 2 of 2): 314 GLRSS: f u u 404 Series 410 Series 450 Series PULL GLRSS: LIM 109 Series 114, 120. 122 Series 152 Series 149 Series 300 Series SIELITE STYLES: r P ilk 41 0 680 Series 129 Series 200 Series 12R, 12L. 23R, 450 Series 152 Series 149 Series 23L,24R,24L Series 01PI-SO IS' -SO, S IMPRCT MULTI-ME-STL-WO-M-2 Entergy- Ln" Systems Ow e, 0 FW_ -1 P.&., f\ M1AMI•DADE MIAMI-DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 _ Pittsburgh ,KS 66762 BUILDin CODE COMPLIANCE OFFICE miniO-DADE FLAGLER nUILDING 140 WEST FLAGLER ST'Rlilsl', SUCl1: 160; MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2904 CON' IW'-rnR t.u:I:NSING xhx-rwN 305) 375-2527 1-AX (305) 375.2558 CONTRACTOR F.NI1,0I4CE-NIEN'1' DIVISION 305) 375.2966 FAX (305) 375-2908 1'R0DUU1' (:ON'1'ROL DIVISION 305) 375-2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Outswing Glazed Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Nliami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.20 EXPIRES: 04/02/2006 Raul v oanguez Chief Product Control Division THIS IS TIIE COVERSIIEB'I SEE ADDITIONAL PACES FOR SPECIFIC AND CENERAL CONDITIONS 13tJILDINQ CODE.0 PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Nlianii -Dade County, Florida under the conditions set lorth above. APPROVED: 06/05/2001 Frailcisco J. Quintana, R.A. Di rector INIianli-Dade Count., 1uilding Code Compliance 01,11cc y0.150001\pe2000Wcrnplate%\notic e ucepunce comer page.dot Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.22 which was issued on April 28, 000. it approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S/E Outswing Glazed Double Residential Insulated Steel Doors with Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1028-EM-0, Sheets I through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidlites with 1/8" Glass in a Wood Frames with Bumper Threshold (Outswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active Icafof this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dadc County Product Control Approved". 6. BUILDING PERMIT REQUIRENIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the 11,111ding Official or the South orida Building Cody SFBC) in order to properly evaluate the install, ion of this systc Mangy I fcrcz, P.E. Product0rntrol Exainer trod i t-Control Division ' 2 IL Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall autonlatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documcnls, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tulle. The engineer nerds not reseal tlic copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of' Acceptance. 9. 3'his Notice of Acceptance consists ol' pages 1, 2 and this last page 3. END Oh THIS ACCEIVI 'A. NCE NlanllC Pcrcz, 1).E., Product Co o Examiner I'roduc 6ntrol Division 3 j PREMDOR (ENTERGY BRAND) DOUBLE WITH SIDELITES W/ 1/8" GLASS - WOOD FRAME W/BUMPER THRESHOLD 1/2' 1 2' LONG SISCEh III I I 1/7' MIMIM{/1 411 No KAI / sMl. ILI(YNhIE It' Pi:N I I/2' NINIRA CHIC DOOR IN A OUTSWING) 110 1 1/ 'MINIMUM CM NI q21 CQ pt SILK is1 t WlKlCtwrNtMINIMwUMijmHiIII1/2' CMKOrICNI J I12• • 2' LONG SIMLCS SCE hOlt i ATTACH ASTRAGAL THROW BOLT 08 x I' LONG STRIKEPLATETOTHEHEADERINALLREMAININGANDTHRESHOLDWITH010x13/4' HOLES FLATHEAD SCREWS NOTES l) WOOD BUCKS BY OTHERS. MUST BE ANCHORED 48 It 1 3/4" LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2) THE PRECEDING DRAWINGS ARE INTENDED TO FLATHEAD SCREWS OUALIF' Y THE FOLLOWING INSTALLATIONS. A WOOD FRAME CONSTRUCTION WHERE DOOR R.H. OUTSVING L.H. OUTSVING SYSTEMISANCHOREDTOAMINIMUMTWOBYWOODOPENING ASTRAGAL B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVED AS CC Lt 1, l„ STRUCTURALWOODBUCKC. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONEBYWOODBUCK. 3. I%L ANCHORING SCREWS TO BE RIO WITH SOUTH FL OW B DOING CODE C TF J JT'1U 5 1 BY PROD' T C N TROLDIVISION c BUILCODECOMPLIANCEOFlUM 11/2 EMBEDMENT INTO WOOD SUBSTRATE ACCEPTANCE NO.01'03/4.2 16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT I UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR I" 10 MASONRY. OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG 4UNITMUSTBEINSTALLEDWITH 'MIAMI-DADS COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT VATER INFILTRATION, ANDDOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON SIDELITES AND DOOR. c I DA COUNFY 14001FICATIONS iiu.00 6LATEXSEALANTTOBEAPPLIEDATSIDEBYSIDE111111S' KISS IOIEI. fox OIL AW, A Tj JAMBSANDSIDELITES. EXIMI@6UlESIDIEDSit OM.In7 A TooOrMcRoOoacONIILIIkAnows 04MI 7 DOOR/ SIDELITE HEADER, DOOR/SIDELITE JAMBS. AND SIDELITE BASE ENGINEER filu P : IIRiI R1K CfLI oaC m v,NfLINS CORNERS ARECOPEDANDBUTTJOINEDIrALTNTs8DOGRSSHALLBEPRE -PAINTED WITH A VATER-BASED EPDXY RUST r -, v , u INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PR M N Y I S M 31-1028—EM-0 9 FeAMESSHALLBEPRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 911ClAER411 VATER-4EDUCIRLE VH!T[ PRIMER VITH A DRY FILM THICKNESS OF 08 TO 1.2 MIL P111sma(Aw SHEET I OF elvlsp ItiTT> r I DESIGN PRESSUK RATINGS VKR[ VAIER INFILTRATION EOUIREMENT IS NEEDED I VHERE VAIER INFILTRATION REQUIREMENT IS NOT NEEDCD Positive F x 4 1/2' GLASS BITE GLAZING DETAIL SHERWIN WILLIAMS 850A EXTERIOR GRADE LATEX CALILX EXTERIOR INTERIOR 1 1/9' TEMPERED GLASS EXTERIOR uui>wlivu OTHER CONFIGURATIONS I • _, L 10 RA L• 1.1 APPROVED AS COGPLYDIG %ITN THE 111fNPUNIT,NflflQB. MSOUIM FJTWABIDl ( TI0dD6 UE!' By uu PRO TTROLDI'ASIOTI P1 BUI:D: NG COTr- COMPLIANCE OFFICE liTla l c 0/- 011v.Ze TITS [SY ACCEPTANCE O1 MIMI f ,. YYl LuwIr KUDIFICAlloPtS ADDED PAGE S ( m LPI10m DD SCDtvi to Lift cfAKS L 1-1028-EM- n SHE( 1 2 TV 6 YIS01 llNlt _E 80 11/16' MAX 1/4' SHIM MAX r— 3/4' EXTERIOR 79 5/16' MAX FIN, FL. 2 BY WOOD BUCK 64' MAX DLO ro-s•4 '' 1 3/4" 4 9/16' I SECTION B-B INTERIOR 1 1/4' ITEM NO. DESCRIPTION PART NUMBER COMMENTS 1 VOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENI COMPRESSION VEATHERSTRIP EM-25 LOCKSCREEN BRAND LOXSEAL0 (BRONZE) 3 ALUMINUM ASTRAGAL EM-12 PREMDOR BRAND OR EDIAVALENT- 5/8' ALUMINUM ASTRAGAL 40 ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' 14 4 9/16' TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 6ATSKN26 (AI ID04 -ODD) in U S PSI Q rxUD(A P[t RIIS1lI RSi HP7t K QI' O PQl YuRF THANF FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 tbs./Ft) I BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 9O VOOD LOCK BLOCK M-09 4' X 9 1/2' MTL TO Of PINE OR EOUiVALENT 10 STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STiLE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MT, . TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14 WOOD HINGE JAMB rm-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 NIO-24 x 1/2' F.H.M.S. 4) SCREVS PER HiNGE INTO DOOR 16 910 X 2' F.H.W.S. SCREWS HINU JAMB INTO SIDELITE JAMB, B' DOWN FROM TOP, MAX 18' O.C. THEREAFTER 10) SCREWS THROUGH STRIKE JAMB INTO SIDELIiE JAMB, 4' DOWN FROM TDP x 8' O.C. THEREAFTER 6) SCREWS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOWN FROM TOP, xAx 15- OC. THEREAFTER t7 RIB xv V/NINiMIN I I/? ENSEDNEXI M 3/16' PFN TAPCDIS V/MINIKX 1 1/2' EMKDN(NT REFER TO ELEVATION VIEW, FOR B OF SCREWS USED AND LOCATIONS fe NIO X 3/4' F.H.W.S. 2) SCREVS PER HINGE INTO JAMB 19 118 x 2' F.H.V.S. 2) SCREVS AT EACH STRIKE PLATE LOCKSET KViKSET BRAND 200 LOCK OR HARLDC BRAND 100 LOCK 1 410 X 1 3/4' F.H.V.S. 2) SCREVS PER HINGE INTO JAMB VOOD SIDELITE JAMB EM-18 1 1/4' X 4 9/16' MTL. TO BE PiNE OR EQUIVALENi 22' x 64• SINGLE PANEL GLASS M_19 TEMPEREDRGLASSSRIN POLYPROPYLENE FRAME- DC-1643 - (ODL-2ASS SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT VOOD CASING EM-21 1/8' • V MTL. TO BE PINE OR EOUIVALENT - ITEMS ARE MOLDINGS USCF(XR 'SIDE B. SIDE JAMBS' AS MLA.LiOMS WOOD SIDELITE HEAD JAMB EM-22 l 1/4' X 4 9/16' MTL. TO BE PiNE OR EQUIVALENT WOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME 1643, ODL-2 HP Polypropylene by ODL 96 X 1 1/2' PAN HEAD SCREWS SPAC® 18 PER FRAME TO EXCEED f+' ItTO THERE AFTER. A FROM` H AN SIDELITE STILES EM-26 15/16' X 1 1I/16' MTL TO BE PINE OR EQUIVALEN) 31 PiN NAiL 3/4' LDIG MAIL, 4' IN FRDN (ND. MAx B' OC. IKRAFIER, USED ON MIILLIDIS AND 111IN D W SILIC NE #995 LIMIIS AM NGIR FRAC. D[C. ANL B JDADE COUNTY MODIFICAiIGNS MUMS: MESS NOiR SiQ COMt. iOL'S. I A MDED PAGE 5 (DOOR OI APPROVEDASCOMPLYIN, Tri..T YATH THE nAi ^^^• NI K 7 STILL LD( DER (B-B) SOU THFJY Uu DING C _ DR. By DATE - - MA11 SCALL JUn PODDR ENTRY SYSTEMS 31-1028-EM-0eY411 (. JEfFERSlIri PaOOUC Cor,IrA/oITAVIsFcTI p1iiSBURG, XS.66162 A I SHEET 3 OF 6 eu DIN 00,E tiAUCE OFFICE - ACCEPTANCE N, 0 •S'Y. L0 RIVISiDN 111111 B I, 1/4' SHIM MAX 3/4' n 7C INTERIOR 80 11/16' MAX 2 By uppp BUCK a SECTION C-C 2 BY WOOD BUCK 1 1/4' EXTERIOR PLEASE SEE 'GLAZING DETAIL' DRAWING #31-1028—EM-0 SHEET 2 OF 6 1 1/4" DOW SILICONE 4995 LIN11S LIUSS NORD, FRAC. ' KE ANG EXIRUSIX KCSS N01CO3 SIR C@11. IQ'S. APPROVED AS COMPLYING'WITH THE n,rEMFE l' OU11 i2 1 PREMD R ENITRY SYSTEMSEY 911 C. Xfr[RSUNF; OOI _T NTRO: gVISICN Q111SBtRG, KS. 66%(>? allILDItIG CODE C: AP^OFFICE ACCEPTAIICE NO 0 I y• Z G 0 m DADE COUNTY NODIFICATIONS MATFRIAI VAS Prb YSTYRENF ADDfD PAU 5 inftt1R TIPTIMIcq ADD SCREWS 10 WE TRAME l MAfIRIAI USI 1-1028-EM-0 SHEET 4 O 6 R[VISIDNlC11fR p 0 OTHER DOOR CONFIGURATIONS W n r•• rr. r ec r ac w Y W r W o• oc. roc Ir u c W n.r w W u n• rl 1 1 1 1 1 1 1 1 1 of yr r oc vKr.¢ j o vrWecvKrc o O ac W-cm IF yr w. ec f 1 I 1 1 1 1 1 1 1 1 m s ec Ir °c Ir o • o< r o r sc W w r W W L..W W f. r. w r•Ny.. ar r ar ir sY •l rfic •>YOL 1 1 lv eAA o M IIII•' u yr r ec Y•cw aC YKI•L 1 1 r 1 1 H iWacli•: r•:CJ 1— r• Wlix 1 W W Ea u ac rwc Ira uyoc I>yoc a oc Ir c a ac rr ' Ir—oc w W1 1 1 1 crc r / u yr r• OCYKrY. IX f v Lr r• all, m O aIN• e1 n/N' % C 9 111/ M• u. iv yr w ac vKli oc 11-CM ri1 1 1 1 1 1 1 1 1 1 1 1 1 1 r s r ac m • ac nwe • c o. p o y! Ire • ec o• rng1L •• r. —• . .J W r. a• W rW rw rr. YY nxxX /\ RrF- RO'ED AS COMPOI G M111 11-C wTH FAr Q1/r ir4; , W. 01' DST- J(UJn (J 9 1[{](}J PR By P' 1014wXROLDIVIS101i PI11S BUn ODE CC?APLjA ;CE Or E ACC Ek0 0I-03114.2o SID [D+ l. fuLl NIRY SYSIEM I•• r ... r• ' r •• w I 31- 1028- EM-0 SHEET 5 OF 6 R(VISN% t i[11[R 1 a ETHER GLAZED DOOR- PANEL/SIDELITE STYLES WSURFACE APPLIED MUNT.INS 36' 1 'wPx 79F/16"Iflo au o0 a gx 00 00 00 00 00 0o ua 00 00 00 00 0o u° y . no 06 H 00 PD-Q Oil Lm LNDD PD-18 PO-19 PD-20 PD-21 PO-22 PD-2.3 PO-24 PD-25 PD-26 PO-27 PD-28 PD-29 PO-30 PO-31 PO-32 PO-33 PD-34 e© DDD 0 0 6DDo101UD0DDOM no000 0a no PD- 35 PD-36 PD-37 PD-38 PD-39 PD-40 PO-41 PD-42 PD-43 PD-43A PD-43B 36` 1 I MAX in I 8 ci M X D 0 6 D 0 D SL- 10 SL-20 SL-30 SL-60 SL-50 SL-500 SL-69A SL-69B SL 69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-908 SL-90C SL-JOB SL-30C SL-70 SL-80 tD11iS MESS 011, fRAC RC me MUCK DRESS felft S10 M. IEES APPROVED ASCQklPLYINGWITH THE PART NAI('PREMDOR DOOR OPTIONS D1IE 1T DAUE H FL}4(\ W I 3G COI NA1' SCALE NY Ju(+ ` T(_ j/E}' _ PREMDURENTRY SYSTEMS 31-1028-EM-8- P,7OD' TNTROL DIVISION 911 E. lffERSEM SHEET 6 OF 6 E LiDtt; G CODE CC-IPL1ANCE OFFICE PiIISIKI?(, KI 66V i 1-.: CEuD07-03IV. 2° IREvISIIMWIER 14 TRUSS INDEX SHEET a Per Rule 61t315-31.003 of the Florida B oard of Engineers Customer: BEAZER Job Identification: ZFP47C2 Address 1 CALABRIA COVE Address 2 LOT 29 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSUTPI 1 Design Loads Roof: 37 PSF Floor: Wind: 120 MPH Engineer of Record THOMAS J. ANDERSON OF ALTAMONTE, FL Or Building Designer: PE#47819 Alpine Engineered Products Design Software SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPK:A BLvO. APOPKA, FL 32703 407-299-1522 FAX: 407-299.9 153 t Seal Date: 27-Jan-03 Truss Engineer: Wiliiam M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs a re valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Sid. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: RI R2 R2A R3 R4 R5 R5A R6 R6A R7 R8 R9 RID R11 R12 R13 R14 R15 R16 C1 CIA C2 C3 C4 C5 Et J E2 K4 K5 29 Plus Standard Details and P lacement Plan Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 52 3' Issframing as it usedfessionalUponthen pro. Yor truss fiaphragm system, seismic vdy isthebuddingths, profrles, 120 60 4 3/IC 6' / J eatK r of BLacK < II 1/T 0, FKMt WAIL; c) MYTH UNDER GO, ROOF TKU 6) DIVI`?ION 2722 ` 7OUTH AFOFKA. 6LVn ' AFOFKA, FL. 32703 407) 2qq - 1522 FAX M07) 2qq - g153 Engineering Certificate of Authorization # g216 NOTE` I i IT I TFE Mta5K5 RE,raq E To VEREY TRIPS PLA")ICNI MAN" 7r," OE-XV MAVN(fs A646T FELL La O TOK ao DE-AGN N eNT Stft &- KZ SECTION 1429 A-L/TNVN53LPMOVED NAM: rMTI lw& -------- _--- —___ DATEBUSSES LV5T NOT CE CVT CX a IIYEV N ANY VAY VITHX7 PR" ALiTK ZATCN OY 4W THTWl ) COAPANY 31 TRL?5')F9 THAT ARE GUT CR 4.TERED VIi"MII afrHCRIZATION VLL OE REPLAED CR REPLACED AT CiKTa"-, FXPEWE 4) OA6KChW6E) OF ANY KFO AL NOT eE CCN'*AffW ViTI-MT PRYX REVcV aW VNTTENLaN^T OY -5WTH iTY}- COLPANY. DETALC) C) 1) REFER TO W V O:E "eVATION5 FOR HfVLM, MTALKYI .LATAPV ifJ'OKA' YCRACPIW REFER To fN' tbf ED ORLVNOS FOR f- -iMENT mlaZ RECI.REO 2) ALL TRi1f ES UJC LM6T9h•-fS LUXIC VALLEY FRAA1,& M T cc cokn TELT DECKED OR REFER TO VALLEYTRIX S DETALS FCC -Tf*"" CRACNG REOLCFREN75 3) ALL VAI- LEYh TO CF_ CWVeNTMALL.Y FRAWP OYCLI.DfX 4) NERM LOAD BfA" razes HANGER LEGEND II, ALL 90C'F Tpvllr lla*"5 W174 CR " 6( AJVT-5Mi TF V2A LFLE'i9I47TEP OTHNVI`,E. IPSO MUS26 OR THM D • HHUS26-2 OR TH026-2 HHUS2B-2 OR TH028-2 MUS46 OR TH048 JJ . HGUS26-2 OR THDH26-2 j 1)- HGUS28-2_ OR TFR92 w2 4. HGUS28.3 OR THDH28-3 0- SU:I 210 OR SKFI2101 IR Yd - HGUS48 OR THOH48 I 1 • THA422_ THAC422OR_ OR MSH422 MSH4221F HUC410 OR H01F 041 It) • THJA26 ORHJC26 ; I II 2. 0' 6AR. AGE EXT. I N LtF411,7 - Iroh/cI - K TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 3X4= I MIJ uwb FKtrAMtu rnun LVT1FUItn LIVHUI LI. UAUJ s UIMr_A3IV IV3) 3VU",I Itu t3—IKuDJ nrm. 120 MPH WIND, 9.39 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. i ROOF OVERHANG SUPPORTS. 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 3X4= 6 r— 16 8-0-0 2X4(A1) = 5X4 = 2X4(A1) i-o o I 0 1_ 5-3-11 _1_ 9-4-10 _I_ 5-3- 11Le _I 20-0-0 Over Continuous Support Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL 1 R Scale 3125" Ft. WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND R RAr ING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 D'ONOFR IO OR., SUITE 200. MADISON, WI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M. e _ F1 ••. / l• •S 11. T C L L D L 20.0 7.0 P S I P S F R E F R 3 5 2-- 7 5 2 9 3 DATE 01127103SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ip DRW SLTUSR352. 03027032IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No"4Z104 1 BC DL 10.0 PSFROOFTRu55DIvI5IomPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLT-ENG WHIZ2722SouTHAPOPKABLVD. APOPKA,FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORHS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i3 jSTATEOFQ` BC LL 0.0 PSF 407-299.1522 SPECIFICATION PUBLISHED BY THE AMER LCAN FOREST AND PAPER kSSOC[A7[0 N) AND TPI. ALPINE MACE TO X0RIO TOT. LD. 37.0 PSF SEON 1.06335FAx: 407-29991 53 CONNECTORS ARE OF 20GA ASTM A6IC GR40 GALV. STEEL. E%CEPT AS NOTED.APPLY CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t D U R F A C . 1.25 FROM MAPROFESSIONALENGINEERING ORAWINGS 160 A Z. THE SEAL ON THIS DRAWING lNOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGAL,` RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9219 CNMMPONENT1FOR93 ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jan 2 7 SPACING 24. 0CT rF'47t,t LVU471.1 - K4) TOP CHORD 2x4 SP 2 120 MPH WIND, 9.89 FT HEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 4.50 FT FROM ROOF E)GE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. r ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X6= 4X6= 6 F— 6 L 1 8-0-0 5X4= 5X41II 2X4(A1) = 2X4(A1) i 0 o i-0-0 I 7-3-11 I 5-4-10 I 7-3-11 1 le 20-0-0 Over 2 Supports - _ I R=802 U=262 W=8" R=802 U=262 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG COD OTY:1 FL 1 R Scale 3125" Ft. WARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING ANO BRACING). PUBLISHED BY TP! (TRUSS PLATE INSTITUTE. 6B7 D'OMOFR IO OR.. SUITE 200. HAD 150N, W( 53719). FOR SAFETY PRACTICES PR (OR 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. (NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO M. q" Q iFIc r( A(': f NQ"427 4 yam= 7 • T C T C BC L L D L D L 20.0 7.0 10.0 P S F P S F P S F R E F R 3 5 2-- 7 5 2 94 DATE 01127103 SMYTH LUMBER CO. ROOF TRuss Division D R W SLTUSR 352 030270 1",,:.. S L T - E N G / WMR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-2999153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AN0 TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A663 GR10 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCAT EO ON THIS DESIGN, POSITION CONNECTORS PER STATE OF tQ` s44OR10tir."` a BC TOT L L L D. 0.0 3 7.0 P S F P S F S E 0 N 106338 D U R F A C . 1.2 5 FROM M APROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THISiS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" wCERTIFICATE0*AUTH0F"7A 0N#9218 COMPONENT FORANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ian 27 '03 1 99 trr47L r_ruant K/AI TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 5X4= IMIJ LIK, HKtFAKtU rKLIM VUNYUItK 1NFUi (LUAU) a UIPltNZ)tUNa) ZUNW—.iitU aw IKUJJ MrFE. 120 MPH WIND, 10.38 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED - WITHIN 4.50 FT FROM ROOF EDGE, CAT IT, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. T2 6 r 1 6 ISL 8-0-0 5X4= 2X4 (A1) = 2X4 (Al) 11,111 00 1_ 9-3-5 J 1-5-6 1_ 9-3-5 _I le 20-0-0 Over 2 Supports R=802 U=266 W=8" R=802 U=266 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.3125" Ft. WARNING"• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND r BRACING. P.EFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE T/C L L 2 0.0 P S F R E F R 3 5 ?_ - - 7 5 ?_ 9 5 1NSTITU TE. 503 D'ONOFR IO DR „ SUITE 200. HAD ISON, NI 53T19). FOR SAFETY PRACTICES PRIOR TO 4SIF1 Tl. D L . 0 PSF A I E 01127103PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED 1 S FSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a IMPORTANT' -ANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y N0" 4a 704 ROOF TRUSS DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSTIOLF FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7C *' * B/C DL 10.0 PSF DRW 5k-TUSR352 03027029 2722 SOUTH APOPKA BE-vo. BUILD THE TRUSSES IN CONFORMANCEWITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND , STATE_ OF B CL L 0.0 P S F S L F - E N G / WM R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DFSIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407. 2951 522 SPECIFICATION PUBLISHED 0Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 4.299- 1 22 CONNECTORS ARE MADE OF 20GA ASTM A653 GRID GAL I. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO '.y..+ T 01 . LD . 37.0 P S F S E O N - 106479 E ACN FACE: OF TRUSS. AND UNLESS OTHERWISF: LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWING$ 160 A-Z. THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM M RESPO MSIBILSTYSOLELYFORTHETRUSSCOMPONENTOESIGNSHONN. THE SU S TAB[LI TY AND USE OF THIS GEFtTIFICATE OF AUTEORRATON #9218 COMPONENT FOR AXY PARTICULAR BU LLDING 1S THE RE SPONSIB(L1TY OF THE BU ILOIMG DESIGNER, PER Jan 2 % '03 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF - LRZS352_Z02 trrnJt,t--LruIt/ LZ - K3 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W6 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURL -INS: TO BRACE ALL FLAT TC @ 24" OC. 5X4= 120 MPH WIND, 10.56 FT,MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM RO& EDGE, CAT 1I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD, i 0- F — 9-4-0 8- 0-0 J/• V— 2X4( A1) c A 4 Ill I- 0-0 I 10-0-0 I 6-4-0 _1_ 3-3-8 _I 19- 7-8 Over 2 Supports -- R= 785 U=2.66W=8" R=729 U=217 W=3.5" TILT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la 0TY:1 FL 1 R Scale 3125" Ft. WA. RNI NG` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAND[ING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBI.ISHEO OY TPA[ (TRUSS PLATE 7 IC L L 20.0 P S FR E F R 3 5 2-- 7 5 2 9 6 D A I E 01127103 INSTITUTE. 683 D'ONOFRIO DR .. SU RE 200. MADISOM, MI 53719). FOR SAFETY PRCTICES PRIOR TO PERFOR MI MG THESE FUMC TIO NS. UNLESS 0THE P.WISE I N DICATEO. TOP CHORD $HALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING.— T C D L 7.0 P S FSMYTH LUMBER CO. DRW SLTOR352 03027031P ROOFTRu53DIYiS10N2722 SOUTH APOPKA BLVD. APOPKa. FL.. 32703 FAX 4097 299 9?53 PROFESSIONAL ENGINEERING IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. $HALL NOT BE RESPONSIBLE FOR ANY DEYIATIOM FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGNCONFORMS WITH APPLICABLE PROP IS IONS OF NOS (NATIONAL DESIGN SPEC IF IC AT(ON PUBLISHED BY THE ANER ICAM FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTH A653 6R40 6ALtl. STEEL. EXCEPT AS NOTED. kPPIY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS I60 A- Z.THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFFSSfONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SIU ITABILITYAND USE OF THIS s " 42%O4 j j, $T F t 7cSy.. i 1""..0, A` BC DL BC LL TO i . L D . 10. 0 0. 0 3 7.0 PSF PSF P S F SLT- ENG WMR S F O N 106475 DUR. FAC. 1.25 FROM M SPACING 24. 0" JREr 1R! S352_.7-02 CERTIFICATE OVAUTTIORIIAMN#92 t8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1- 1995 SECTION 2. an 27 Lrr4ZL,c - Lru4mL - K4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= In3J unU—LrmmLu CR V-i L rIrU1- -^- •• - ,n -.. -- 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED` WITHIN 4.50 FT FROM ROOF EDGE, CAT 1I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ' IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT T-C @ 24" OC. T 1-10-3 91- 0 8-0-0 JAM_ .. .. .. ... 2X4(A1) i-0 0 I_ 10-0-0 _1_ 4-4-0 J _ 5-3-8 _I 19-7-8 Over 2 Supports - R=785 U=261 W=8" R=713 U=217 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BL WARNING^^ TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFEP. TO H18-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. "' O'ONOFR'0 OR.. SUITE 200. MAD ISON• NI 53719). FOR SAFETY PRACTICES PRIOR TO RERF ON MING THES1. FUNCTIONS. UNLESS 0IF, RNI SE INOICATFO, TOP CHORD SHALL HAY, PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRU53 DMSION "`IMPORTANT`^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PP.ODUCT S. INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TP. US, ES 1N CONFORMANCE WITH TP l: OR FABRICATING. HANDLING. SHIPPING. INSTALLINC AN0 APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407 299-1 522 SPECIFICATION PUBLISHED BY THE AMFR ICAN FOREST ANO PAPER ASSOCfATION) AND TPI. ALPINE. FAX: 407-2999153 CONNECTORS ARE MADE OF 2OGA ASTM A653 GRID GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS. AND UNLESS OTHERWISE: LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 1I A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP0 NSIB II ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. a OTY M. 41 STATE OF sA - Jan 2 FL/-/1/-/-/R/- TC LL 2.0.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF 10 F.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.3125"/Ft. REF R352--75297 DATE 01/27/03 D R W SLIUSR352 03027034 SLT-ENG WMR SEON 106364 FROM M IcrV4/(,c - - KJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT IC @ 24" OC. 5X4= 2X4 (A1) 12.0 MPH WIND, 10.56 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. T 2-1I0-3 91- 0 X6= 8-0-0 i 0-0 10-0-0 I 2-4-0 I_ 7-3-8 _1 19-7-8 Over 2 Supports R=785 U=256 W=8" R=729 U=233 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l 1 R Scale 312.5" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND FL T C L L 20.0 P S F R E F R 3 5 2-- 7 5 2 9 8BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACINGI. PUBLISHED BY T P I (TRUSS PLATE INSTITUTE. 583 O'ONOFR[0 OR., SUITE 200. MAOISON, W( 53119}, FOR SAFETY PRACTICES PRIOR. TO PERFORMIXG THESE FUNCTIONS. UNLESS OTHERWISE [MDICAiEO. TOP CHORD SHALL HAYF PROPERLY ATTACHED Fi • fG I C D L 7.0 P S F DATE 01127103 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Na. 44%d4 ROOFTAt155Drv>s1oN IMPORTANT*' FURNISH,A COPY OF THIS DESIGN TO iXf INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IkC. SHALE NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN: ANY FAILURE TO y= ?17 7C BC DL 10,0 PSF DRW SLTUSR352 0302703 SLT-ENG WMR2722SouHAPOPKAElLm APOPKA, FL 32703 GUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. TM15 OE516N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAt DESIGNOE jiiigTp' 4FSTATUE BC LL O.O PSF 407.299 1 522 SPECIFICATION PUBLISHED BY AMERICAN FOR F.ST hN0 PAPER ASSOCIATIONI AND TPI. AT O R h CONNECTORS ARE MADE Of 20GA AS TM Al, GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 T0 T L D . 3 7.0 P S F S E O N 106362 FAx: 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1 25 FROM M ~ DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINE EKING 1Al. PROFESSIONAL ENGmEERING RESPOMS iB ILiTY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SU1 TAB lL ITY AND USE Of THI SPACING 24.0" NCERTIFICATEOrAUTH0R0tA1I0N#9218 COMPONENT FORANBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan 27 '03 ANSIONENi SECTIONPARTICULAR ZFP470--ZFO41C2 - R5A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BM TRUSS MFR., TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X12= 2X4 (Al) 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED ` —4 WITHIN 4.50 FT- FROM ROOF EDGE, CAT II, EXP B, WIND TCDI-=5.0 PSF, WIND BCDL=5.0 PSF. e 2.5X4 - 2.5X4 III 3X6= 3-10-3 9- -0 8-0-0 10a 10-4-0 _ — 9-3-8 _1 19-7-8 Over 2 Supports R=785 U=246 W=8" R=729 U=242 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: 1PI STD FL BLDG CODE OTY:1 1 R Scale 3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND FL 1 C L I- 2 D. D P S F R E F R 35 2-- 1 5 2 9 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR., SUITE. 200. MADISO N, WI $3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYf. PROPERLY ATTACHED y G 4, I' •' I C D L 0 P S F DATE 01127103 SMYTH LUMBER CO" STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j{ No. DR4! SLTUSR352 03027031ROOFTRUSSDMSIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 k BC DL 1D.D PSF 2722 SOUTH APOPKA BLVO. 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 j * F T - E N WM RAPOPKA. PI.. 32703 BRACING OF TRUSSES. THIS OESTGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN fA C F/ STATE OF B C L L D . 0 P S S L G / SEQN 106465407-29g1522 SPECIE {CATION PURL ISHEO BY THE AXER IC, FOR F. ST AND PAPER ASSOC IAT(0N} AWO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM k657 GR40 GALY. STEEL. EXCEPT AS NOTED. APTLY CONNECTORS TO AAX0- TOT. LD. 37.0 PSFFA%I 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT PER D U R F A C 1.25 FROM MDRAWINGS160AZ. THE SEAI ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGINEFRING e, bwPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUl TASIL ITV AND USE OF THIS SPACING 24.0" JREF 1RZS352_ZO2CEFRIFICATEOFAUTTIORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan 27 `03 ANSIITPI 1-1995 SECTION 2. Lrr4/l.!_ - LrU4/U,- - KD TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 2X4 (Al) 120 MPH WIND, 10.98 FT.MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF E9GE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1 IN LIEU OF STRUCTURAL PANES USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 4X6= 2.5X4III 4-10-3 X6= + 9 -0 8-0-0 1 0 0 11-8-0 _1_ 7-11-8 J le 19-7-8 Over 2 Supports 'I R=785 U=246 W=8" R=729 U=258 W=3.5" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD Fl. BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. NA.RNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE l M57(7U iE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO P€RfORM[MG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE. INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BU[LO 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 S DFf IF ICAFION PUBLISHED BY THE AMER (CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A AS7M A653 GR40 GALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS 07HERMISE LIN TEO ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS D0.AMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING__,VVVn RESP0 S[NILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SO ITAB III iV AN USE OF THIS NIFIC `• f` r•. i NO"4.2704 1j7C STATE OF P hcrt'`".,OR` TC L L C D L BC DL BC LL TOT.LD. Z 0.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 7 5 3 0 0 DATE 01127103 MYTH LUMBER CO. ROOF TRuss DimioN 2722 SoUTH APOPKA BLVD, APOPKA, FL 32703 407-2991522 FAx 407-2939153 PROFESSIONAL ENGINEERING DRW SLTUSR352 03027030 SLT-ENG WMR SEON 106375 D U R . F AC . 1 .2 5 FROM M Y' SPACING 24.0" CFJMFICATEOFNAOTTTORmAJ;ON#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPT 1-1995 SECTION 2. Jan 27 '03 k Grl4/k—f - irvv/L,L - KOA TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 2X4(Al) nil UnU M1CrHRLU '.. VI"Ir UICn 1. nr U, LL n -11 1 'ILI 11 in .1 rig r . 120 MPH WIND, 11.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT Il, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS 4X6= 2.5X4 III TO BRACE ALL FLAT TC @ 24" OC. 8-0-0 1 00 I_ 13-8-0 _i_ 5-11-8 _I 19-7-8 Over 2 Supports R=785 U=241 W=8" R=729 U=277 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL Bl_DG CODE a OTY:1 Fl_ 1 R - Scale 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 1 C L L 20.0 P S F R E F R 3 5 2-- 7 5 3 0 1 INSTITUTE. NS iI iU TE. 583 O'ONOFk IO DR., SUITE 200. MA0I50 N, NI 53719). FOR SAFETYPRACTICES PRIOR TO N•••'". PERFORMING THESE FUNCTIONS. UNLESS DTHERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED t tlFl fj:; T CO L 7.0 P S f DATE 01127103 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION —IMPORTANT— FURNISH a COPY OF THIS OfSIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 No.42704 BC DL 10.0 PSF DRW SLTUSR352 03027037 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE NIIH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7 B C L L 0.0 P S F S l..l - E N G / WM R APOPKA. FL_ 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SUTE OF SPECIFICATION PU8LISNEp BY THE ANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 407-29 J-1522 CONNECTOR$ ARf'. MAOF OF 20GA AS TM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO LAj fa TOT. LD. 37.0 PSF SEQN - 106388 FAx: 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CON NE.CTORS PER-'`.y0 xo PROFESSIONAL ENGINEERING DRAW ING$ 160 A-Z. THE SEAL ON THIS DRAWING IXDICAT€$ ACCEPTANCE OF PROFESSIONAL ENGINEERING ASir 0 UR . F A C . 1.25 F R 0 M M RE5P0 NSIBfLIT`/ SOL€LY FOR THE TRUSS COHFO NE NT DESIGN SHOWX. THE SUITABILITY AND USE OF THIS 11 CFRnflCATE OF AUTIOR17ATION #92. 15 COMPONENT FOP. ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan n2 7 ANSI/ TPI 1L1995 SECTION 2. - SPACING 24.0" LFf 47(,Z - ttV47(,L - K7) 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 -1.13 to 54 PLF at 20.33 BC From 4 PLF at -1.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 13.67 BC From 65 PLF at 13.67 to 65 PLF at 20.04 BC From 20 PLF at 20.04 to 20 PLF at 20.33 BC 70 LB Conc. Load at 3.38 BC 50 LB Conc. Load at 5.03 BC 90 LB Conc. Load at 5.83, 8.17 BC 40 LB Conc. Load at 10.2.7 5X4= 6 X 6 % 3.87 r 6 F- LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 100 MPH WIND SBC or 126 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED.ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE_ AND L/240 TOTAL LOAD. 6X6 4X6= 3.87 5X5= 6 2X4III 3X8= 2.5X4= 5X4= 2.5X4(Al) _ 2.5X4 5X14= 2X4III T 1 3-7 9-1111- 0 2.5X4 (R) III I-aylE 13-8-„ J l 3-1-13 1 2-8-2 12-4-2 1 2-8-2 I1 3 sI 8-2-8 1 Le 20-4-0 Over 3 Supports 'I R=705 U=355 W=8" R=1230 U=619 W=8" R=258 U=180 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale NARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE iMST ITU FE. 583 O'OMOFRIO DR .. SUITE 200. MALL ISOX, WI 53719). FOk SAFETY PRACTICES PRIOR TO DERFORMING THESE FUNC TiONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED%4 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE 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 OR AC LNG OF TRUSSES. 7HI5 OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUSLTSH EL/ BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOE OF 20GA ASTM A653 GRdO GALY. STEEL. EXCEPT AS NOTED. ADPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS wN. f tf NO.4Z7; •' i STATE OF y O6iIDy`f, at TC TC BC BC TOT.LD. L L 11 DL LL 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF PSF R E F R 3 5 2 DATE 01127103 SMYTH LUMBER CO. ROOF TRUSSDIviS10N 2722 SouTH APOPKA BLVD. APOPKA, FL 32703 407-299-I522 FAX 407-29991 53 PROFESSIONAL ENGINEERmG DRW SLTUSR352 0302703 SLT-ENG WMR SEON 21523 D U R . F AC . 1.25 FROM MA SPACING SEE ABOVECERTIFICATEOfAUTHORRAilON99218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI7TPT 1-1995 SECTION 2. Jan 27 '03 kLrr112L,e - LI-1.14 e - K?J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURI-INS: TO BRACE ALL FLAT TC @ 24" OC 2.5X4 I n1J unu rnr.rMn[-u rnvn vnrvI cm tnrvi lL.V- a uInrn ai-NO l ouw I Ic r ,n , i 120 MPH WIND, 11.12 F" 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/366 LIVE AND I_/240 TOTAL_ LOAD. 16 5X12ft 6 r- 2.5X4= 2X4111 T 2-3-7 910 2.5X4= 5X4= 2X4 (Al) 2. 5X4 s 2.5X4 as I1--001F 13-8-0 _I I_ 7-0-0 _1_ 3-1-8 _1_ 10-1-8 _1 20-3-0 Over 3 Supports R=530 U=193 W=8" R=892 U=271 W=8" R=138 U=180 W=4" PL-T TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la.. -]a OTY:1 Fl_ 1 R Scale 3125" Ft. WARNING" TRUSSES P.EOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'O XOFRIO DR., SUITE 200. MAD ISON, M1 53IllI. FOR SAFETY PRACTICES PR (OR TO FERF DRMING THESE FUNCTIONS. UNLESS OTNEP.WI SE INDICATED. 70P CHORD SHALL HAVE PROPERLY ATTACHED 1 AI4(/- p •IfI"• F T C I_L 11. D L 20.0 7. O P S F PSFF R F F R 3 5 2-- 7 5 3 0 3 7DATE01/ 2// 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SITUSR352 J3027J39ROOFTRu55Drv1510NIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE. ENGINEERED 11I0.4Z7Gi •' BC DL 10.0 PSF 2722 SOUTH APOPKA BLvD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE. TO FABRICATING. T S S L T - E N G WM RBUILDTHETRUSSESINCONFORMANCEWITHTPI: OR HANDL [NG. SHIPPING. INS AIL IN AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIOM$ OF NOS DESIGN S # B C L L 0 . 0 P S FAPOPKA, FL 32703 QO7-29J-i 522 NATIONAL SPEC IF ICATIOX PUBLISHED B'I THE AMER IC AN FOR pMD PAPER ASSOCIATION) ANO TPI. ALPINE St STATE OFCONNECTORSAREMADEOFZOGkASTMA653GR80GAL. Y. STEEL. EIC EPT A$ NOT EO. APPLY CONNECTORS TO T IBT. LD. 37.0 PSF SFON 106391FAx: 407-2999153 EACH FACE OF TRU5S. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER yQ .. D U R F A C 1.25 FROM M ADRAWINGS160A-2. THE. 5E AL OX THIS OR AWING INDICATES ACC EPTpNCE OF PROFESSIONAL ENGI0 l6PROFESSIONALENGINEERINGTHEGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THE AL i SPACING 2 4. 0" CERTIFICATE OF AUTHORIZATION 59218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan 27 ANSI/TPI 1-1995 SECTION 2. r Y1F7l.c - LrV4/% f - KJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL_ PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X4= 120 MPH WIND, 10.87 FTIMEAN 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. I DEFLECTION MEETS L/360'LIVE AND L/240 TOTAL LOAD. 2.5X4= 2.5X4= 6 r— 3-3-7 9 -0 2.5X4 = 5X42X4 ID 2X4 (A1) — IOyIE 14-2-13 'I I, 5-10-8 I, 14-4-8 _I 20- 3-0 Over 3 Supports R= 558 U=196 W=8" R=886 U=275 W=11.314" R=117 U=180 W=4" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI(STD) FL BLDG CODE 01Y:1 FL 1 R Scale 3125" Ft. WARNING" TRUSSES REOVIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND A w T C L L 20.0 P S F R E F R 3 5 2-- 7 5 30 4BRACING. REFER TO HIB-91 (HANOLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE NSTI7U TE. 687 D'ONOfR[0 OR .. SUITE 200. M0.0[SON, WI 53719). FOR SAf ETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROF ATTACHED w j_ t" tIPI( .I/ V ' T:C' w T C D L 7.0 P S F DATE 01127103 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED R16I6 CEILING. No"42704 IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW SLTUSR352 030270400- ROOFTRussDIvSIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT- ENG WMR 2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO STATE OF BC LL 0.0 PSF APOPKA. FL 32703 407- 299-1522 BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND IPI. ALPINE 4, 0 dP Lr CORNf CTORSAREMADEOF206AASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO MO RI TO T L D . 37.0 PSF S E O N 4 10639 FAX407. 29991 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F AC 1.25 FROM MA OR kW (NGS 160 AZ. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A PROFESSIONAL ENGBVEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS SPACING 24. 0" Y CERTIFICATE OFAUTHORIZAMON #9216 COMPONENTFOR ANY NSEPARTICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan 27 '03 ANSI/TPNI crr+itc cr1047Ul - Kiu) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC In I UNU YKGYAKLU I,KUPT I-VMFUI r.li IFIFUI (L'JAUJ a UI PIr INJ I LINJ) JUtymIt I[U 67 1KU?J nr M. 120 MPH WIND, 10.90 FT` MEAN HGT, ASCE 7-98, CLOSED BI_DG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT Il, EXP B, WIND TCDI_=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/366 LIVE AND 1-/240 TOTAL LOAD. 2 X 4 III 3X6= rl r— T 3-4-3 9- -0 2X4111 2X4(A1) 5X8= 2X4III 100 L 6-0-0 _I_ 14-7-0 _I ile 20-7-0 Over 2 Supports R=837 U=279 W=8" R=748 U=2.34 W=3" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 R Scale 3125" Ft.. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HA NO ING INSTALLING AND BRACIMG). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0'O NOFRIO OR.. SU1 TE 200. MADISO N. W1 53719). FOR SAFETY PRACTICES PR lOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M ' tlFl ••q•• T c L L C D L 2 0.0 7.0 P S F P S F R E F R 3 5 2-- 7 5 3 0 5 DATEI 01127103 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f w tr G: DRW SLTUSR351. 03027041RooFTrtu55Drvt51oNIMPORTANT". FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEEREO j N0.42704 BC DL 10.0 PSF 2722SouTHAPOPKABLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AN'V DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TPI: OP. FABRICATIM6. HANDLING. SHIPPING. INSTALLING AND 1 j 1. S y 7 7f ilC APOPKA, FL BRACING OF TRUSSES. THIS DESIGN COME ORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 1 pr LI_ UL. k 0.0 PSF SLT-ENG WMR32703 407-299.1 522 SPECIFICATION PUBLlSHFO BY THE AMERICAN FOREST ANO PAPER. ASSOCEATION) AND TPI. ALPINE CONNECTORS ARE MADE OF S PJ[AORQ•yxyx(('' TOT.I_D. 37.0 PSF SEON 106398FAX: 407-299.9153 20GA AST. A653 GR40 CALM. STEEL. EXCEPT A$ NOTED. APPLY CONNECTOR$ TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER w`.•••' D U R F A C 1.25 FROM MDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSEONAL FNGINEERING A{rPROFESSIONALENGINEERINGRESPOMSISILITVSOLFIVFORTHETRUSSCO.PO NEXT Of:$IGN SHOWN. THE $U(TAB[(.I TV AN4 USE OF TH I CERTIFICATE OFAUTHOR mnoN #8218 COMPONENT FOR ANY PARTICULAR. BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jan 27 ANSIJTPI 1-1995 SECTION 2. 1 SPACING 24. 0 ZF1`47CZ - ZF04/CZ - K11) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC IN I.') UMU FKtYAMtU rKUM Wr{rUItK II—Ui LL.UFlVJ —U U, — • 120 MPH WIND, 10.40 FT 'MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCOL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X6= 2.5X4s 5X10= 2X4III 6 r-- T 2 4-3 JZF Li d-O 2X4III vyr= 2.5X4 2.5X4(A1) 3X4= 1-0 0 I 4-0-0 l 16-7- 0Le _ I 20-7-0 Over 2 Supports R=837 U=277 W=8" R=748 U=223 W=3" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. YARNING'• TRUSSES REOUIRE EXTRf.ME CARE 1N FABRICATION• HANDLING. SHIPPING. INSIALL196 AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY I" (TRUSS PLATE iMSTI TU TE. 583 D'ONOFRIO OR.. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERYISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED R161D CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FR ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM T141S DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OP. FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS OR AWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUI TA8ILI TY AND USE OF THIS j' 7_ J: j No. l Na42704 si • dSTATEOF 5, ti O R111 T C 1 1. BC pBC T 0 T L L DL DL LL L D . 20.0 7. 1d.0 0.0 3 7 . 0 0 P S F P S F PSF PSF P S F R E F R 3 5 2_ -- 7 5 3 0 6 DATE 01127103 SMYTH LUMBER CO. ROOF TRUSS DMISION 2722 SOETTH APOPKA BLVZD. APOPKA. FL 32703 FAx 40 299 9?53 407 PROFESSIONAL ENGINEERING DRW SLTUSR352 0302704.N SLT-ENG /WMR S E O N 106404 D UR . F AC . 1 . 25 FROM M SPACING 24.0" CERTIFICATE Of,AERI/ORIIAVON 99218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2 Jan 27 '03 crl-4/k,c - cru4i1-t - K1t TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X8= iniz uwu rmrrAMcu rnvri : L.vrnruicn Lnrui LLVNVJ n UIrIEIIJIVI.Ji OVOril1ICU 0, Wino 1 . 120 MPH WIND, 11.70 F? MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL_ BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND 1-1240 TOTAL LOAD. SHIM All SUPPORTS TO SOLID BEARING. 2X4 III 5X6= 2X4 III 5X6 A) 5 X 6 6 r V(A) 6 1-4- 3 6X12= 2.5X4 = 1-4 0 8-0-0 I IFT 3X6(Fl) 2X4 I 5X4= 2.5X4= 5X6= 3X6(A1) 2.5X4 = i-0-o 20-6-8 _I a 14-6-8 10-11-0 14-6-8 11-4-13 8-11-11 19-7-8 40-0-0 Over 3 Supports R=765 U=301 W=8" R=1607 U=374 W=4' R=711 U=290 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 R Scale 1875" Ft. WARNING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND GRACING. REFER TO HiB 91 (HANDLING iNSTALLIN6 AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. GBD D'ONOFRIO DP.., SUITE 200. HADlSDX, W1 13119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHONO SHALL HAYF. PROPERLY ATTACHED u T 1. L L T C D L 20.0 7. 0 P S F P S F R E F R 3 5 2_ - - 7 5 3 0 7 DATE 01127103SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03027043ROOFTRUSSDIVISIONIMPORTANT" FURNISHCOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 70A 42BC Dl_ 10.0 PSF 2722 SOITTH AFOFKA BLVD. TA PRODUCTS. INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FP.ON THIS DESIGN: ANY FAILURE TO i3 S LT - E N G / W M RAFOFKA, FL- 32703 BUILD THE TRUSSES IN CONFORMANCE WI iH TP1: OR FABRICATING, HANDLING, SNIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS OESI GN CONFORMS WITH APPt.ICARLF PROVISIONS OF NOS (NATIONAL DESIGN gTATE OF B C L L 0 . 0 P S F 407- 299-1522 SPEC[FiCAT10N PUBLISHED BY THE AMERICAN FOREST AX0 AP ER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 C OMNECTORS ARE WADE OF 20GA ASTM AG53 GR 40 GAL Y. STEEL. EXCEPT A$ NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O Rry0 y..,.(...•• TOT. I_D. 37.0 PSF SEQN 106407 D U R F A C 1.25 FROM M DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONALENGINEERINGRESPONSIB[L ITY SOLELY f00. THE TRUSS COMPO RENT DES IGN SHOWN. THE SUITAB[ LITY AND USE OF THIS NL CERTIFICATE OFAUTFTORZNTON # 9216 COMPONENTFORANRBUILDING IS THE RESPONSIBILITY OF THE BUILOING DTICESIGNER, PER Jan 27 ULAR I99SECT SPACING 24.0 t_rrnit,Z - 1I-V4/t.t - K13) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: 1-0 BRACE ALL FLAT TC @ 24" OC 120 MPH WIND, 12.22 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. SHIM ALL SUPPORTS TO SOLID BEARING. 5X8= 5X6= 2 X 4 III 5X6 % 5X6': 6 2.5X4 6 2X40 1-10- 3 6X12 2.5X4 2X4III 1 8-0-0 2X4111 2.5X4III 3X4= 5X6= 3X6(A1) _ 3X6(F1) = 2_.5X4= 2X4 III i o a 20-6-8 _I 1-0 I_ 16-7-4 _I— 6-9-8 —l— 16-7-4 _I 13-5-9 26-6-7 40-0-0 Over 3 Supports R=717 U=310 W=8" R=1695 U=353 W=4" R=672 U=303 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 Fl_ 1 R - Scale=.1875" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, ENSTALLENG AND e_ T C L L 20.0 P S F R E F R 3 5 2-- 7 5 3 08SPACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI !,TRUSS PLATE M.• INSTITUTE. 583 D'ONOFRIO DR.. SUITE ZOO. MADISON, W1. 53719), FOR SAFETY PR kCiiCES PR TOR TO G•x (y ••• _! ) PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .0 4 w 1 C D L /. 0 P S F DATE 01127103 SMYTH LUMBER CO. STpUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jj0 - IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 BC DL 10.0 PSF DRW SLTUSR352 03021044•- ROOF TRUSS DMSHON PROOUC 11- INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 = 1 1 2722 SOUTH APOPKA BLED. BUELD THE TRUSSES IN CONFOP.MANCE WI TH TP 1: OR FABRICATING. HANO ING. SHIPPING. INSTALITNG AND 7N 7f 1i ( APOPKA,FL 32703 BRACING OF TRUSSES. THIS OESIGN CONFORMS 4ITH APPLICABLE PROVISIONS OF NITS (NATIONAL OESIGN STATE OF BC LL 0.0 PSF SLT-ENG /WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND CAPER ASSOCIATION) AND TPI. ALPINE PCONNECTORSAREMADEOFTOGAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 "•..l 0 Rtin T T 0 T. L D. 37.0 P S F S E 0 N 106410 FAX 407-29ff91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL. ENGINEEFUNG DRAW 160 k-Z. THE SEAL ON THIS OR AWING lNDICATFS ACCEPTANCE OF PROFESSIONAL ENGINEERING At D U R . f A C . 1.25 FROM M -r RESPONSIB lL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS{ CERTTFIC:ATE ofAUTHORIZAPON*9216 ANSIOONI COMPONENT FOR ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan 27 SPACING 24.0 " " ZFP470 - ZF0t7C2 - R1.4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR-. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x4 SP SS Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT T-C @ 2.4" OC 120 MPH WIND, 12.72 F1 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. r A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER, FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TD SOLID BEARING. 5X8= 5X6= 2 X 4 III 5X65 5 X 6 6 r- (A 6 2X4 o 6X12= (A) Z-2-5 5X4 3 B2 2 X 4 III 1 i 8-0-0 3X6(F1) 2X4 Ili 2.5X4 = 2.5X41II 5X6 3X6 (Al) 2X4 III I o 0 20-6-8 — 2.5X4= I-o=D 18-7-4 2-9-8 18-7-4 14-9-4 25-2-1.2 40-0-0 Over 3 Supports R=794 U=339 W=8" R=1537 U=291 W=4" R=753 U=334 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL 1 R Scale 1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOLING. SHIPPING. INSTALLING AND 8R AC ING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE EMSTITU T E. 183 O'ONOFk 10 OR.. SUI7E 100. MAOISON, WE 53119), FOR SAFETY PP.ACTICES PRIOR TO PE P.F ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL HAY E PROPER. LY 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. IMC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N.N"...N" x[FI v N, i No.42704 1* I C TC BC L L D L DL 20.0 7.0 10.0 P S F P S I PSF R E F R 3 52 SMYTH LUMBER CO. ROOF TRu55Dm51om DATE 01127103 DRW SLTUSR352 03027045 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA, F- 32703 407-2991522 FAX: 407-29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFTCATI OM PUBLISHED BY THE AMER IC AM FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNEC TORS ARE MADE OF 26GA AS iN A653 GR 60 GALY. STEEL. EXC EPi Ag NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF Q" 10Fl10.- BC TOT. LL LD. 0.0 37.0 PSF PSF SEON 106414 D U R F A C . 1.25 FROM MPROFESSIONALENGINEERLNGDRAWINGS160AZ. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ky CERTIFICATE OF AUTHORIIATION#92.18 COMPONENT 1FORANYSECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Ian 27 '03 SPACING 24.0" trrwYt,c - trv41t.0 - KID TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1, B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. l 3X6(F1) 3X4-- 2. 5X4 m 2. 5X4 m 5X6= 3X6 (Al) 1-0-0 w IE 20-0-0 3 E 20-0-0 _I 9-10-0 T 6-8-0 T 3-6-0 3-6-0 T 16-6-0 j-e 40-0-0 Over 2 Supports 'I R=414 U=213 W=8" R=89 PLF U=23 PLF W=30-2-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'OWOFR IO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO QZ FI'•• /N i No•42704 k S T C TC BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 7 5 3 1 0 D A T E 011271 0 3SMYTHLUMBERCO. ROOF Tau$$DmsIOW DRW SLTUSR352 0302704F,.. SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-2951 522 FAx: 407-299.91 53 PROFESSIONAL ENGINEERING BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN$TAT SPECIFICA T(ON PUBLISHED BY THE AMERICAN FOREST AND PAPER A, OCIAT TON) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASiM A653 GR<O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOR 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 ENGINEERINGA` RESP0 S(BiLITY SOLELY FOR THE TRUSS COMPONENT OESI GN SHOWN. THE SUITABILITY AND USE OF THIS 2OF e_YVA ll BC 101 LL L.D . 0.0 37.0 PSF P S F S E O N - 106420 DU R . F A C . 1 .2 5 FROM M SPACING 24.0" CER17IFICATEO;AUT1I4ORI7ATPN#9218 FOP. ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jan 27 '03 AWSIOONENT1 SE 1rr471,Z - ZFU4Z(,!- - Klb) TOP CHORD 2x4 SP #2 :12, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #1 Dense :B2, B3 2x4 SP 02: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND 1-/240 TOTAL LOAD. 5X6= I HI3 UNU HKtFAKtU 'KVPT L.VM1 UItK LNFUI (LUAU) h UI I9t.N3iV IV 3) ZV*MI I ItU OT 1MU33 MrK-. 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED h WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.37" DUE TO LIVE LOAD AND 0.31" DUE TO DEAD LOAD. 3X8(F1) = 3X8(F1) 1-0-0 1-0 0 20-0-0 2.0-0-0 j 40-0-0 Over 2 Supports R=1542 U=460 W=8" PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD FL BL WARNING" TRUSSES REOVIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 181 D'ONOFRIO OR., SUITE 200. MADISON.. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 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 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-155222 SPECIFICATION PLIBL ISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 1110 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOFAx: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHER I SE LOCA TE0 ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING k ESPONS IS 1Li TY SOLELY FOR THE TRUSS COMPONENT OE S2 GN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. c- q STATE OF Jan 27 R=1542 U=460 W=8" TY:17 FL 1 R - TC LL 20.0 PSF TC DL 7.0 PSF BC Dl- 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.1875"/Ft. REF R352--75311 DATE 01/27/03 D RW SLTUSR352 03027047 SLT-ENG WMR SEON 106434 FROM MA ttrr,tmz - cru 71l - U1 i nta unv rncrrnw rnuri wriru n anru, C.dnua a uai u.oav. u7 oW u a u u . ,, ., , .. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT" LOAD. 5.47 i— c'l 2X4 (Al) 0 yI< 3-8-2 1- 3-7-6 Over 3 Su orts R=222 U=180 W=8" 10 2 R-74 U=180 1-1I1-15 ra- 0 R= 33 U=180 120 MPH WIND, 10.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT LI, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PL1 TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 01Y:1 Ff- - 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND • T C L L 20.0 P S F REF FR 3 5 2- -- 7 5 3 1 2 BRACING. REFER TO HIB-91 (HAMOL IX6 INSTALLING AND BRACING). PUBLISHED By TPI (TRUSS PLATE ..••"••••. INSTITUTE. 583 D'ONOFR10 DR., SUITE 200. MA0150N. WI 53719). FOR SAFETY PRACTICES PRIOR TO tlFi •" PE ERFOR MIXG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TEO. TOP CHORD SHALL HAYE PROPERLY ATIACHEO JfV T C D L 7. 0 P S F DATE 01127103 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j NQ,42704 RooFTRussDm5loN ';, IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE {MSTALLATION CONTRACTOR. ALPINE ENGINEERED *_ * BC DL 10.0 PSF DRW SLTUSR352 03027041,. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYI AT ION FROM THIS DESIGN: ANY FAILURE TO 7C = `k' i 2722 SOum APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND s = BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i STATE OF f B C L L 0.0 P S I S L T- E N G / WM R APOPKa, FL 32703 S (X 407- 299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIO I) AND TPI ALPINE ytiLO RtOr. COECTORSARE. MADE OF 20GA ASTN A653 GR 40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY COMN ECTORS TO "••..«..•`• T 0 T .l D . 3 7.0 P S F S E 0 N - 1 0 6 443 FAX 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ' PROFESSIONAL C:NGINEQiiNG DRAWINGS i60 A-Z. THE SEAL ON TMI$ ORAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ASS• D U R . F AC . 1.25 FROM M w . R ESPO XSIB IL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE $UI TABIL [TY AND USE OF THIS CoMFICATE OF Aun-FORMApoN A9218COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A ANSI/TPI 1-1995 SECTION 2. Jan 27 ' 03 SPACING 24.0" LtF47(,Z - LI-U47(,Z - CIA TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11 6-7 R2107 U=180 2-6-4 9Jr1- 0 R=47 U=180 2X4(A1) 1 1-0-0ytE 4-10-0 4-9-4 Over 3 Supports R=261 U=180 W=8" INIJ UWL, VRtFARtU 1-RUM (,UMPUItR INPUI (LUAU) Yi 01 MtNJIUNJ) UUMIIItU UY IRUJI MI-K. 120 MPH WIND, 10.51 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT`II, EXP B, WIND TCDL=5.0 PSF, WIND BCD[-=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. w- PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:1 FL 1 R Scale 375" Ft. WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. NI 53119). FOR SAFETY PRACi10ES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IH0[CATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED I AM. /Ts . N....'jT,(j/_ IFI«` F 1 C. TC L L D L 20.0 7.0 P S F P S F R E F R 3 52-- 7 5 3 1 3 SMYTH LUMBER CO. A rD/\I E 0 1/ 2 7/ 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ri DRW SLTUSR352 03027049ROOFTRUSSDIVISIONIMPORTANT«« FURNISH A COPY Of THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Nc.427G4 BC DL 10.0 PSF 2722 SOUTH APOPKA BLED. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING Oi TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF t BC LL 0.0 PSF SLT-ENG WMR S E O N 106445407-299.1 522 SPECIFICATION PUBLISHED 8Y THE AHERICAN FOREST AND PAPER ASSOCIATION) X) AND TPI. [. ALPINE CONNECTORS ARE MADE OF 2OGA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Pti.y+0 TOT L D 37.0 P S FFAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER T. -, D U R F A C . 1.25 FROM MPROFESSIONALENGINEERINGDRAWINGS160A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERINGRESP0NSl8ILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AN USE OF THIS CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER J a n 2 7ANSI/TPI 1-1995 SECTION 2. SPACING 24.0 kLrr4/L,c - LrV4YL.c - I e TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP ##2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5.47 F— 2X4(A1) 1 1-0-0 1E 3-7-4— 3-6-8 Over 3 Support R=220 U=180 W=8" 1 =71 2U= 180 1- 11-9 9— L- 0 R= 32 U=180 12. 0 MPH WIND, 10.23 FT.MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT H , EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R Scale 375" Ft. WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTH ERO I11 INDICATEO. TOP CHORD SHALL NAPE PROPERLY ATTACHED STRU< TURAL PANELS. BOTTOM CHORD $HALL HAYS A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINEERED PRODUCTS, INC. $HALL NOT BE RESPONSIBLE F00. ANY DEVIATION FROH iHl$ DESIGN; ANY FAILURE TO f` y r N0•42704 • 7C =* T C T C BC L L D L DL 20. 7. 10 • 0 0 0 P S F P S F PSF R E F R 3 5 2-- 7 5 3 1 4 DATE 01127103 SMYTH LUMBER CO. ROOF TRu55Dm51oN DRb! SLTUSR352 0302705,. SLT- ENG WMR 2722souTHAPOPKABLVD. APOPKA. FL 32703 407- 299.1 522 FAx 407.29991 53 PROFESSIONAL ENGINEERING BUILD THE TRUSSES IN CONFORMANCE KITH TPI: OR fABR I(AI[NG. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORAN0 PAPER ASSOCIATION) AND TPI. ALPINE ONNE( TORS ARE MADE OF 206A ASTM A653 GR40 GALtl. STEEL. EXCEPT A$ 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 INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ESGN SHOWN. THE SU[IABILI TY ANO USE OF THIS RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDISTATE OF y< O f M••.•• BC T 0 T. LL L D. 0. 0 3 7. 0 PSF PSF S E Q N 106447 D U R . F A C . 1.25 FROM M ~ SPACING 24.0" t CERTIFICATEOFAUTHOR17ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Jan 27 '03 ZFP47C2 - ZF047C2 - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU01ITTED 0 TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 61- 2X4 (Al) 1-0-0 1 mE I-10-14 3-1 1-10-2 Over 3 Supports R=176 U=180 W=8" 1T3-5 1_j=j2 U=180 q.-L- 0 R=11 U=180 120 MPH WIND, 9.86 FT,MEAN HGT ASCE 7-98, CLOSED BLDG, LOCATED ANYWHFRE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDI_=5.0 PSF. PLF TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:?_ FL 1 R! 1 - Scale =.375" Ft. WARNING" TRUSSES R.EOU IRE €X TREME CARE IN FABR ICAT [ON. HANDLING. SHIPPING. INSTALLING AND I C L L 2 Q. D P S F R L F R 3 52-- 7 5 3 1 5 BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE • I pSTiTUiE. 583 D'ONOFR[O OR.. SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO MH q'.. /` PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .fr • ;.p T C D L 7. 0 P S F DATE 01127103 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. l V IMPORTANT" FURNISH a COPY OFTHIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j N0.42704 ROOF TRuss DmsioN PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOP. ANY OEYIATION FROM THIS OESIGN; ANY FAILURE: TO *= S1 BC DL 10.0 PSF DRW SLTUSR352 03027051 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE W1 TH TPI; OR FABRICATING. HANOL ING. SHIPPING. INSTALLING AND j 7C APOPKA. FL 32703 BRACING OF TRUSSES. THIS OESIGN CONFORMS WI TN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ESTATE OF BC LL 0.0 PSF SLT-ENG /WMR 407- 2911 522 SPECIFICATION PUBLISHED BY THE AM ER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE . I P FAX: 4-290- 1 22 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO M`y0Rl - TOT . L D . 37. 0 P S F S E Q N - 106449 EACH FACE OF TRUSS. AND UNLESS OTHERWISE. LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160A Z. THE SEAL ON THIS DRAWING IND(CATfS ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1 2 5 FROM M REPROFEssioNALEF4GIt4EMNGsps' I L I , Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB 'L IT AND USE OF IHI$ CERTIFICATE OF ALETHOfiQATION #9218 COMPENFOR ANY PARTICULAR 8U ILOiNG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2- Jan 27 O3 SPACING 24.0" 1FN4/l,L - LFU4/l,L - U4) I M I a uNu rncrMNcv rmum L,vriruicm tivrvi LLVNUJ a un-lLmaIV110I —-fI,vLu ,n 00 ,tn. iTOP CHORD 2x4 SP #2 12.0 MPH WIND, 10.28 FT,.MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED iBOI CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT 11, FXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. i l0 15Io-78 U=180 2-0-12 0 R=35 U=180 2X4 (A1) 1.1-0 0 149 3-9-14-:w fE3-9-2 Over 3 Supports R=227 U=180 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD) FL BLDG CODE OTY:1 1 R Scale 375" Ft. WARNING^* TRUSSES REQUIRE EXTREME CARE. IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BR AC [NG. REFER TO H18-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED 8Y TPI (TRUSS PLATE I NSTiTUTC. 563 D'0 0FRI0 OR., SUITE 200. MAD ISON, M[ 53719j. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED R OOUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR 0.N'I DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONF ORNCE Nf iH TDI: OR FABRICATING. HANOL [NG. SHIPPING. INSTALLING AND OF BRACINGOFTRUSSES. THIS DESIGN CONFORMS NIiM APPLICABLE PROVISIONS 'I NDS ( NATIONAL DESIGN 4 tIFiG F tl4 iN0. 4Z%Q4 iS1 7Ci7C2STATElFL TCT C BC B C L L D L DL L L 20. 0 7. 0 1. 0.0 0 . 0 P S E P S F PSF P S F R E F R 3 5 7_ SMYTH LUMBER CO. ROOF TRUSSDTVISION 2i22 SOUTH APOPKA BLYD. 407- oPKA. FL DATE 01127103 DRW SLTUSR352 0302705y S L T - E N G / WM R S E: O N 106451 52203FAX: 407-299s 158 SPECIE IC AT [ON PUBLISHED BY THE ANERICAN FOREST AMD PAPER kSSOCIATiON) TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. ST E FL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 0R! TOT L D. 37.0 P S F D U R F A C . 1 . 5 F R 0 M M — PROFESSIONALENGINEERINGORAWIMGS 160 A- Z.THE SEAL. ON THIS ORANING [NDiCATES ACCEPTANCE OF PROFESSIONAL ENGINFERIN6 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OF SI GN SHOWN. THE SUITABILITY AND USE OF THIS i SPACING 24.0" I CERTTPTCATE CIF AUTtimzAT DN #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1 1995 SECTION 2. Jan 27 '03 ct-F'47l,L - /FVUI,z - c5 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 r8i U=180 2-1-5 9-L- 0 R=36 U=180 2X4 (Al) 1-0-0ylE 3 -11 - 3-:111. irc3-10-7 Over 3 Supports BIN R=230 U=180 W=8" INIZ, UKIX YKLYAKLU rKUPI L.UMrUILK INI'LlI (LVAU3 h UIMrtV3IV 113) JU DI-I11 I CL, DI IKUJJ .-IF 120 MPH WIND, 10.31 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. PI_T TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BR ACIXG. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO F PERFORMING THESE FUNCTION$. UNLESS OTHERNISE INDICATED. TOP CHORD SHALL HAYS PROPERLY ATTACHED T C T C L L D L 20 .0 7.O P S F P S F R E F R 3 5 7_ - -7 5 3 1 7 DATE 01127103 SMYTH LUMBER CO. STRUCTURAL PANELS. ROTT OM CHORD SHALL HA YE A PROPERLY ATTACHED R1G10 CEILING. DRW SLTUSR352 03027053IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F N0.42704 BC DL 10.0 PSFROOFTRUSSDMSIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO i S L T - E N G WM R2722SOUTHAPOPKABLvo. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7yf, STAT[ OF B C L L O . O PSFF 407-2931 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FjSIN. CONNECTORS ARE MADE OF ?OGA AST A653 GA40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ORTO P" w.'W9 TOT. LD. 37.0 PSF SEON 106453FA%: 407-2999153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1 FROM MDRAWlNG5160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONAL. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 25 CFRTTFTCATEOFAEfTHORmATION#9218 compowcNTFOR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan 27 ANSIJTP11SECTION U SPACING 24.0" tr1`41UZ - tru4/Ul - tiI 1 LJ UHV lVI"Irll — —l— TLVI— n I-- I 1 1. u. —..,.. '" i- TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 9110 U=180 2-9-7 R=48 U=180 11 0 y4E 4-11-4 -!io 4-10-8 Over 3 Supports R=265 U=180 W=8• 120 MPH WIND, 10.62 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT LI, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360',IVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE TY:2 fL 1 R/ Scale 375" Ft. WARNING** TRUSSES REOUIRE ETTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AID BRACING. REFER TO H18-91 (HANOL INI INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INST i TUT1, 563 D'ONOFR IO OR., $U ITE 200, MAOISON, Wi 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD $HAL! HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY 0EY IATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROYISfOXS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE ANER ICAN FOR F.ST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS aRE MADE OF 20GA AST. a653 GRAD GAIv. STEEL. EACEPT aS XOTEO. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCAT EO ON THIS DESIGN, POSITION CONNECTORS PER ORAWING$ 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESI GR SHOWN. THE SUITABILITY AND USE OF TN IS ZIPIe^ •«.. f4%('- NOr 4Za 4 y7C • * J * STATE OF 06,Otf Ab T C TC BC BC TOT L L D L DL L L L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 7 5 3 1 8 DATE 01127103 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOITEH APOPKA BLvD. APOPKA. FL 32703 407-29g1 522 FAX: 407-29991 53 PROFESSIONAL ENGHVEERING DRW SLTUSR352 0302105 S L T - E N G / W M R S E O N 106455 DU R . F A C . i . 2 5 F ROM M ~ SPACING 24.0" CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY,PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1395 1 CT10N 2. Jan 27 '03 A LrF'4/u - tru4il-ef, - r_tI TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6(— 2X4(A1) 1-0-00-21-11-2-BlIj 1 10 8 Over 3 Supports RR=164 UU=180 W=4" 1 3$ U=180 14 U=180 IniJ L1MU rrtcr—ru r Vri lVjl VIC, 1nrU1 rkLVh UJ a Uirr r.nJiun.i7 u VI'Iiri rn rrr r,. F 12.0 MPH WIND, 9.87 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. y TILT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:5 1 R Scale 375" Ft. WAR"WARNING" TRUSSES Rf.OUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANDNING' - TO H16 91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTIiUTE. 583 D'ONOFR IO DR., SUITE. 200. MAO ISON, W[ 57719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICAT EO. TOP CHORD SHALL HAYS PROPERLY ATTACHED T9 DC TUR AL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P.ESPONSIBLE FOR ANY DEVIATION FP.OMTHIS DESIGN: ANY FAILURE TO M. ' A1/-/ IFI(:F JJ''-'7T jIG too.. j No.42704 ` S j 1 FL T C L L 1 C D L BC Di-10.0 20. 0 7. 0 P S F P S F PSF R E F R 3 5 2 - 7 5 3 1 9 SMYTH LUMBER CO. ROOF TRUSS DMSION DATE 01127103 DRW SI.TUSR352 03027055 S L T - E N G WM R 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROY ISION$ OF NOS (RATIONAL DESIGN 77CC STATE OF B C L L 0 . 0 PSF FS E O N 106457 407 299-1 S22 SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 10GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO tip OR O TOT , L D , 37.0 P S F FAX: 407-2959153 EACH FACE OF TRUS$. AND VNLESS OTHERWISE LOCATED ON "" DESIGN, POSITION CONNECTORS PER D U R . F A C . 1.25 FROM M PROFESSIONAL ENGINEERINGDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS (B ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY kN0 USE OF THIS w SPACING 24. 0 " CERTIFICATE OFAUTHORIZATION #9216 ANSI/TPNTIFO995AY NSECTIOICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 a n 27 ' ZFP47C2 - ZF047C2 - K4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 Lt Wedge 2x4 SP #3: 5.2 5 F— 1T11 13 R-43 U=180 0-4-3 1-11-10 F + R=108 U=180 2X4(A1) 3 X 8 III 1t-0-1-1- 3-7-14— I le3-8-6 Over 3 Supports R=62 U=180 W=9.137- 120 MPH WIND, 15.00 FT.MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT U , *XP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 2-7-6SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-14 CANT ONE FACE, 0-0-14 CANT OPPOSITE FACE. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE I:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING 1NST ALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 D'ONOFR IO OR., SUITE 200. MAO ISON, N[ 53 T19). 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. tMC. SHALL NOT BE RESPON518t FOR ANY DE AT toN FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN G4 IFI.:F 4Z'y10,4 • STATE Of %Q` T C T C B C B 1, L L D L D L L L 20.0 7.0 10.0 0.0 P S F P S F P S F P S F R E F R 3 5 2_ -- 7 5 3 2 0 SMYTH LUMBER CO. ROOF TRUSS DIMION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 DATE 01127103 D R W SLTUSR352 0302705E S L T - E N G / WM R ` FAOC 7-299-1 22 SPECIFICATION PUBLISHED ByTHE AMERI CAN FOREST AND PAPER ASSOCIATION} AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR80 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 4 OR' w` TOT L D . 37.0 P S F S E O N 106459 D U R F AC . 1.25 FROM M w P'ROF'ESSIONAL EriGIHEERING DRAWINGS ib0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESDONSiB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A SPACING SEE ABOVECERTIFICATEOFAUTFIORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER.. PER ANSI[ TPI 1-1995 SECT_ 10N 2. Jan 27 crrwYt,t - cruv7t,t - ICJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 3-11-4 SETBACK JACKS WITH NO WEBS. 0-4-3 1 1 IyIF 5-7-9 _I 5-6-13 Over 3 Supports R=136 U=180 W=9.137" 1 -9-10 F116 U=180 2-9-7 0 R=49 U=180 I FIIJ UAV rRCr EL, F.MUI"I l.U-VI CIS LI-VI LLVR- tl ULI-IL. ICJIV-) -I-ILI Ii .• 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BL WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANOLING INSTALLING AHD BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 1)'ONOFR IO OR.. SUITE 200. MADISO N. WI 53771) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNFT IONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT TACNEO SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DMSION "IMPORTANT"` FURNISH A COPY OF TH I$ DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPL ICABL. F, PROVISIONS OF NO$ (NATIONAL DESIGN 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMER IC FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAx. 407-29991 S3 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 60 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS , RUSS, AND UNLESS OTHERWISE LOCATED ON TH I$ DESIGN, POSITIGN CO NNEC T00.5 PER DRAWINGS 160 A i. THE SEAL ON THIS DRAWING IND IC A7fS ACCEPTANCF. OF PR DFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN0 USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE. RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIITPI 1-1995 SECTION 2. TY:2 f N0.42704 j 7t STATE OFF. Jan 27 ' FL/-/1/-/-/R/- TC LL 2.0.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.2.5 SPACING SEE ABOVE a Scale=.375"/Ft. REF R352--75321 DATE 0112.7103 D R W SLTUSR352 03027057 SL-I-ENG /WMR SEON - 106461 FROM M ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES I NO BRACES 1) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• I) 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" B' 6" 10' 11" 11' 3" 13' 1" 13' 5" U SPF j3 3' 4" 4' 11" 4' 11" 6' S" 6' S" B' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" Z H F STUD 3' 4" 4' 10" 4' 10" 6' S" 6' S" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13, 1" W STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 6" 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" d 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" Q D FL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" IT 9" v STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" It' It" I—+ 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" U S P F 3 3' 10" 6' 0" 6' 0" 7' ll" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" H F STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" w O STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 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" s P N2 4' 2" 6' 9" 7' 3" e' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W C 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" I D F L STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' It" 6' 11" 9' 3" 9' 3" 0' 9" 10' 9" 14' 0" 14' 0" Q 1 2 4' 4" 7' 5" 7' 7" 6' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" S P F 3 4' 2" 6' 11" 6' 11" 8' 9" 6' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" H F STUD 4' Z" 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' il" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" B' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" r-1 D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10 9" 12' 5" 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION. VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870,y AT EACH END. MAX WEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. 2X4 SP OR DF-L b2 OR BETTER DIAGONAL BRACE; SINGLE OR DOUBLE CUT AS SHOWN) AT UPPER END. 11 CONNECT DIAGONAL AT '4h MIDPOINT OF VERTICAL WEB. WARNING— TRUSSES REQUIRE EXTREME C INSTALLING AND BRACING. REFER TO HIB-5 BY TPI (TRUSS PLATE INSTITUTE, 583 WON SAFETY PRACTICES PRIOR TO PERFORMING T SMYTH LUMBER CO. HAVE AORDPROPERLSHALY ATTACHED RIGID CEILING ROOF TRUSS DIVISION IMPORTANT-- FURNISH A COPY OF THIS D ENGINEERED PRODUCTS, INC. SHALL NOT BE 2722 SOUTH APOPKA BLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSI APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACT APPLICABLE PROVISIONS OF NDS (NATIONAL 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) ASTM A653 GR40 GALV. STEEL EXCEPT AS IFAX: 407-299-9i53 TRUSS AND, UNLESS OTHERWISE LOCATED 01DRAWINGS160A-Z. THE SEAL ON THIS DRA' PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR 1 CERTIFICATE OF AUTHORIZATION M921 SUITABILITY AND USE OF THIS COMPONENTRESPONSIBILITYOFTHEBUILDINGDESIGNER SYMM IrrCABOUTI 2X4 N2N OR BETTER 18" L 3ACE T I 18" I LU 1 REFER TO CHART ABOVE FOR OILIN FABRICATING, HANDLING, SHIPPING, HANDLING INSTALLING AND BRACING), PUBLISHED RIO DR., SUITE 200, MADISON, WL 53719) FOR SE FUNCTIONS. UNLESS OTHERWISE INDICATED, STRUCTURAL PANELS AND BOTTOM CHORD SHALL ilGN TO THE INSTALLATION CONTRACTOR ALPINE SPONSIBLE FOR ANY DEVIATION FROM THIS IN CONFORMANCE WITH TPII OR FABRICATING, OF TRUSSES. DESIGN CONFORMS WITH IESIGN SPECIFICATION PUBLISHED BY THE ND TPI. ALPINE CONNECTORS ARE MADE OF 20GA TED APPLY CONNECTORS TO EACH FACE OF THIS DESIGN, POSITION CONNECTORS PER NG INDICATES ACCEPTANCE OF PROFESSIONAL E TRUSS COMPONENT DESIGN SHOWN. THE IR ANY PARTICULAR BUILDING IS THE PER ANSI/TPI 1-1995 SECTION 2. No. 42704 o'•, STATE OF Fs; c<ORIpP' S nNA BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR 2 STANDARD 12 STUD 3 ji STUD 1 ji #3 1STANDARDji11 DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH I I 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. FOR (1) "L" BRACE: SPACE NAILS 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" 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN IV 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-GAB12030 DATE 09/10/01 DRWG A12030ECO901 f. ENG TOT. LD. 60 PSF MAX. SPACING 24.0" GABLE DETAIL ABOUT+) FOR LET -IN VERTICALS GABLE VERTICAL LENGTH RIGID SHEATHING 4 TOENAILS T" REINFORCING MEMBER 1 GABLE TOENAILS TRUSS SPACED AT 4" O.C. 4 TOENAILS CEILING GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATEI IF PLATES BETWEEN CHORDS SIZE OVERLAP*_ LESS THAN 4' 0" IIX4 OR 2X3 2X8 GREATER THAN 4' 0". BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' 6" 1 2.5X4 2.5X8 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2X4 2X4 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS. Lod 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, A10015ENO699, A09015ENO699, A08015EN0699. A07015EN0699 A11030ENO699, A1003OEN0699, A09030EN0699, A08030ENO699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901. A10015ECO901, A08515ECO901 A13030ECO901. A12030ECO901. A11030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699. S10015EN0699, S09015EN0699. S08015EN0699, S07015EN0699 S11030EN0699, S10030ENO699. S09030ENO699, S08030EN0699. S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X6 "T" REINFORCING MEMBER 2X4 -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, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. B LENGTH INCREASE W/ "T" WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE ILO MPH 15 FT 2x4 IO 7. 10 7. 2x6 40 7, 50 7• 110 MPH 30 FT 2x4 IO % 10 % 2x6 50 7, 50 7• 100 MPH 15 FT 2x4 10 % 10 % 2x6 30 7, 50 7. 100 MPH 30 FT 2X4 IO 7, 10 7. 2x6 40 7. 40 % 90 MPH l5 FT 2x4 20 7, 10 7, 2x6 20 7. 40 7, 90 MPH 30 FT 2x4 IO 9. 10 % 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. ZO 7. 2x6 0 9. 20 7. 70 MPH 30 FT 2x4 IO 7. 20 7, 2x6 1 10 7. I 30 7• EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24' O.C. SP y3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" DRAWINGS GA898117 876,719 & HC26294035 WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 <HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR•, SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED r `,• 'C'FIC •••, N:.V y s REF LET -IN VERT DATE 10/24/O1 SMYTH LUMBER CO. STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH TO INSTALLATION y DRWG GBLLETIN1001ROOFTRUSSDIVISIONENGINEEREDIMPORTANT.- PRODUCTS, INC. COPY NOT BED RESPONSIBLEESIGN FOR ANY DEVIATION FROM THISALPINE y N.. A 270(; lE ,`, Y1 7E ENG DLJ/KAR2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS C APopKk FL 32703 WITH APPLICABLE PROVISIONS OF NDS <NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7{ 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE A STATE O F TOT. LD. 60 P SFFAx: 407.299 9153 OF TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A % i • R. FAG. ANYPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION X92 IS! DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. P,• Oj ., 40p tiO , ` fl c. i. FAw _'•'••'• V MAX SPACING 24.0 1 VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(-) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ_D 4-0-0 MAX 12 12 MAX.(— NZX4 W2X4 W2X4 8-0-0 MAX-i 16-0-0 MAX 12 12 MAX.(— 4X4 W1X3 W1X3 WIX3 W5X4/SPL A WiX3 0-0 SPACING) W2X4t-WIX3 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING,, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. E—NAI W2X4 W4X4 i -- r OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL COMMON IRUSSES PARTIAL FRAMING 20-0-0 MAX (++) AT 2 OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. A/j/ '$ 1'••.•.•.., THIS DRAWING REPLACES DRAWING A105 WARNING• TRUSSES REOU[RE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, G G INSTALLING AND BRACING. REFER TO H[B-9I (HANDLING INSTALLING AND BRACING), PUBLISHED GV •, / BY TPI (TRUSS PLATE TC LL 30 30 40 PSF REF VALLEY DETAIL INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR •• SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,; TOP DL 20 15 7 PSF DATE 06/25/99CHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING NO. 42 7 04 ' C IMPORTANT .• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIM ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DL 10 10 10 PSF DRWC VALTRUSS0699 ENG MLH/KAR 2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI/ OR FABRICATING, _ SHIPPING, C LL 0 0 0 PSF HANDLING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORM$ WITH' APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF 407- 299,1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OG A ••,. • OT. LD. 60 57 PSF 55APPLY SITION ACE ECTSTOEACHOFFAX: 407-299-9153 TRUSSA653 AND, GUNLESS OTHERWISEEXCEPT LOCATEDSONTHIS DESIGN, PONOTED, CONNECTORSDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i O •• O R 1O ' DUR.FAC. PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE / ,v( (.+ T ''/'` 1. 25/1.33 L15 1.I5 SPACING 24' CER11FICATEOFAUTHORIZATION*92tBRESPONS[BILITYDOFSTH F BUILDING DE{GNER,OPERNAN$fRPI !`t995 BUILDINGNONITHE IS ' s N d l E a CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) (A) 3) 16d BOX NAILS C) ( B) 4'0" TYP. (B) 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN vIn lY(v IN I I%v JJ LJ H1 A_ It vl, 2) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED D) fl (A) SUPPORTING TRUSSES -- AT 24" OC MAX SPACING 3) 16d BOX NAILS, TOE -NAILED C) iItl'GIRDER THIS DRAWING REPLACES DRAWING V105-CONV rWARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED SSByTPI (TRUPLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS a A • N V • IFICq••. C LL 30 DL 20 30 15 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. AND BOTTOM CHORD SHALL HAVEAPROPERLYATTACHEDRIGIDCEILINGy DRWG VALCONVF0699 ROOFTRUssDIVISIONIMPORTANT<. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BC L 10 10 10 PSF 2722 SOUTH APOPMA SLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, WITH NQ, 42704 0 0 0 PSF ENG MLH/KAR APOPKA, Ft 32703 HAN LING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FA%: 60 55 57 PSF 407. 299-9153 ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFSTATE AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER INDICATES ACCEPTANCE O DRAWINGSOREONISFORATGTRUSSOFTRUSS i _PROFESSIONAL JTOT10. ENGINEERINGENGINEERINGSPONSiBiL1TYL $OLEI HIE COMPONENT DE 1GNSHOWN`£STHEy S / '• C. 1.25/1.33.1.151.15 CEIMFICATEOFAUTHORQATIOND92I SUITABILITY ANDUSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS TH£ RESPONS[BILI7YOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Al O'INC O SEEABOVE s/0NAV TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 y2 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. 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 PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A E E A A En En Er, A 20' FLAT TOP CHORD MAX SPAN II E E E E ATTACH PIGGYBACK WITH 3X6 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. IWARNING<l TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI 4TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT''. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRU55DIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722SOUTH APOPMABLvO. DESIGNj ANY HANDLINGSHIPPING. EINSSTALLINGTO BUILDTHETRUSSES ICONFORMANCETTING, A14D BRACING OF DESIGNCONFORMSPli ORAPOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV STEEL EXCEPTASNOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-29"153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATION x921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSI/TPI 1-1995 SECTION 2. MENNE-0 u JOINT TYPE SPANS UPTO 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" INO BRACING lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER. OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 807 LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 o 0 0 o o 0 0 0 0 0 00 o° o O G o p o p o 2„ 4• P ...... IFICgT F, Qy' No. 42704 a STATE OFZ n A to 8 1/ 4" REPLACES DRAWINGS 634. 016 634.017 & 847,045 MAX LOADING REF PIGGYBACK 55 PSF AT DATE 06/25/ 99 1.33 DUR. FAC. DRWG PIGBACKBO699 50 PSF AT ENO DLJ/KAR j.25 DUR. FAC. E 47PSFATi1. 15 DUR. FAC. ACING 24.0" r r Al BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281 # 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231 # 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465 1791 # 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520' 1343 1.5" X 3.5" 9 8 7 7 6 MAX 3X1 TRULOX18' 4 ** LOXMAX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 4 ERTICAL OR 4YEDGE i414 DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 N WARMING• TRUSSES REQUIRE EXTREME FARE IN FABRICATING, HANDLING, SHIPPING, INSTALLINGlN(HANDLINGTAiLINGANDBRACING. REFER ip H1B-91 INSTALLING AND BRACING), PUBLISHED BY TPI. (TRUSS PLATE INSTITUTE, 583 D'ONOFRiO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND i' , a\ ^ wIFICq'•,F,Q1 TC LL PSF DL — PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.F'•, IMPORTANT FURNISH. A COPY OF THIS TO THE B% DL 10.0 PSF DRWG BCFILLER0699ROOFTRU55D1V1910NDESIGNINSTALLATIONCONTRACTORALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES j " 2722 SOUTH APOPKA EILvo. IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH NQ, 42704 CsLL — PSF ENG DLJ/KAR APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. Q' LD. — PSF407-299,1522 FA><: 407-2939153 ALPINE CONNECTORS ARE MADE OF 20GA AST M A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION S_ CONNECTORS PERir DRAWINGS 160 A-Z. THE STATE OF PROFESSIONAL ENGINEERING SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALENGINEERINGRESPONSiBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE O Q FAC.1.0/1-15/1.25/1.33 CERTIFICATEOFAuTHOR1IATTONN92I SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Li O'• •• i '• L n R O • _\ ACING 24.0' N At STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 1 #2 2 DENSE OR 1 N 2-00-00 1 2-09-15 1 #1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# J1 J3 J5 ** J7 ** TO 12 */ TO6.00 * W2X4 I ***7 1' ' 5' q' 1 R=463#, W=3.50" END AND CORNER JACKS 2' TYE 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 USS ` jjff nlr un I"umm un 1 tt 1 HIP TRUSS J5 J3 Jl J J1 J3 J5 J7 J7 J7 J' 1 3- 5- 7" 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS HJ ** (3) 16d TOENAILS 2,12 12 W2X4 TO4.24 W2X5 !"!W3X,4 OR SIMPSON 3/4" THJA26 1 9-10-13 OVER 2 SUPPORTS R=652#, W=3.50- WARNINU-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHEDBYTPICTRUSSPLATEINSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. MPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVO. DESGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPL OR FABRICATING, APOPKA. FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE 13F 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx: 407-299,9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS160A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THECERTIFICATEOFAUTHORIZATION89218SUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK G IFICq No. 42704 o STATE OF ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 C LL y DL BAPL l IL TOTa LD. 30 15 10 0 55 MAX MAX MAX PSF PSF PSF PSF PSF REF 7' STBK CS DATE 06/25/99 DRWG CS7SBK3A0699 ENG SJP/KAR 1. FAC. 1.33jffJ 1I'ACING SEE ABOVE A N A1. CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING. RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 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 I6d 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 60% OF WEB MEMBER LENGTH WARNING-. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL. SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 5OUTH APOPMA 6LVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPMA, FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITHAPPLICABLEPROVISIONSOFNOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-29911522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OFFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORrsATION M9210 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. v FIC r No. 42704 STATE OF ORR T-BRACE \ OR L-BRACE T-BRACE L-BRACE SCAB THIS DRAWING REPLACES DRAWING 579.640 LL PSF REF CLB SUBST. DL PSF DATE 06/25/99 DL PSF DRWG BRCLBSUB0699 LL PSF ENG MLH/KAR l LD. PSF R. FAC. ACING 11 FLOOR GABLE) TOP CHORD 4xZ SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP 13 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). QUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4' DECKING INSERT JACK STUDS BY BUILDER). OUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,MIN. JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES A THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DESIGN CRITERIA G 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-10D GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' 12' < TRUSS SPAN < or = TO 20' 20' < TRUSS SPAN < or = TO 30' 30' < TRUSS SPAN 4: 16" OC VERTICALS, TYPICAL. NO DIAGONALS ONE DIAGONAL TWO DIAGONALS THREE DIAGONALS ONE EACH END AND CENTER) 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2%4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 W=W2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. e Continuous Support T 1 0 8 1-4-0 Note: All Plates Are W2X4 Except As Shown. M RPLTTYP. Wave TPI-95 R Design Criteria: TPI STD t``' q FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INS IALLIN6 AND BRACING), PUBI ISNED BY TPI (TRUSS PLATE INSTITUTE. 587 D;ONDFRIO DR., SUITE Z00. HAOISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNERMI SE INDICATE D, i0P CHORD SMALL HAVE PROPERLY ATTACHED @ ! V .••. V f' L L i T C =D L 40.0 10.0 P S f P SF R E F R 3 5 2-- 1 5 3 7 2 DATE 0 7 / 1 5 / 0 2SMYTHLUMBERCO. STRUCTURAL PANICS. BO1 CNORO SHALL NAPE A PROPERLY AiTACHEO RIGID CEILIM6. 7 N 42 7 0 4 DRW SLTUSR352 02196003ROOFTRUssD1V1sIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED o . C jL 5.0 PSF 2722 SOUTH APOPKA BLvO. PRODUCTS, INC. SHALI NOT BE RE SPOMSIOLE FOR ANY DEYIATION FRO" THIS DESIGN; ANY FAILURE TO -_ BUILD THE TRUSSES IN COMFORHANCE NITH TPI: OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND gC L P F T 4IM RAPOPKA. FL 32703 BR ACIN6 OF TRUSSES. THIS DESIGN CON ORNIIN APPLICABLE PROVISIONS OF NDS (NATIONAL OES16N STATE O F 0 0 S S L - E N G / 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA AST M A6S3 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS i0 A 1 L D 5 5 0 P S F S E O N 11184FAX: 407-299 91 53 f ACH FACE OF TRU55, ANO UNLESS OTHERN ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS P[0. OR AP. I60 A Z. THE Sf AL ON TMIS OR ANI NG INO ICA TES ACCEPT AMCE OF PROFESSIOMAL ENGINEER iN6 i O/'• CQR1 PROFESSIONAL ENC3INEmm RESPONSIBILITY SOLELY FOR THE IRUSS COMPOMENT BES16p SHONN. /H[ SUITABILITY AND USE OF THIS C. 1R.FAC. 1.00 FROM CERTIFICATE OF AUTFIORIZ TION#9218 COMPONENT) FOR PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A J'/ONMI995ANYSE SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/OR CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400# MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS. 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O C BETWEEN PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3XIO TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS. OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS. OR EQUAL. PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0,125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0.146" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS, ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTEM 42 TRUSS STACKED CHORD FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD CROSS SECTION DETAIL 31I 2X6 OR 2X8 03 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMONqF`C(0.148" x 3") NAILS. OPTIONAL TIE PLATE ON NARROW FACE OR 10d COMMON 0.146" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 3000# 2) 2x8 3500# MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"XI.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION CROSS SECTION WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 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 CEILINGSMYTHLUMBERCO. IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPMA BLVG. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.2y9.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx: 407-299.9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. TH£ SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CERTIFICATE OF AUTHOAfzkilON #921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THEiRESPONSIBILITYOFTHE. BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5.5" SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIE 6X18 TRULOX PLATE BENT AS SHOWN. Vr G tiFi gF No. 42704 STATE OF ORI P•Ci 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS ES DRAWINGS 1,070,978 798517 T620,124 & T615.489 LL PSF REF SY42 CONNECTION DL PSF DATE 06/25/99 k PSF DRWG CNSY42PLO699 PSF—ENG MLH/KAR LD. PSF t FAC. 1.00 1 1 .1 ACING r 4 `,_. a, TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: BEAZER Job Identification: ZFP47P Address 1 CALABRIA COVE Address 2 LOT 29 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 a SMYTH L UMBER CO. ROOF TRUSS D1YIS[ON 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 Design Loads Roof: 37 PSF Floor: Wind: 120 MPH Engineer of Record THOMAS J. ANDERSON OF 521 VIA VERONA LN. UNIT 101, ALTAMONTE, FL ' Or Building Designer: PE#47819 Seal Date 28-Jan-03 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed sea] by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the tnss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 2 Plus Standard Details and Placement Plan Truss ID: R20 R21 Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers JAN 2 8 Z003 M. Ranieri. PE The Truss Engineers seal, when ap ed, confirms the placement ofthe truss framing as It relates to the d.signs specific91 this structure. The truss framing is based review ofplans, drawings and specifications provided by the building design p The building des!Clprofessional hasfinal approval ofthe truss framing and/ortrussplacementplan. de thetoanent system, 0 ; pa srefe.' S to resistloads from wind and/or diaphactivuty is ragmr = the responsibility of the b=deprofessional.Additionala a] the budding 9nSshad indu, Unot be Wed to design mg.9-== lengths, profiles, 20 4 3/ V" I ... .. ... . .. ...... ..... T DACR r 0N E -0(- MYTH FC)OF TFLJ'>) DIVI",10N 272.2 SOUTH Al"OFKA EK-W 41FOFKA, FL_ 32703 407) 211'1 -- 1522 FAX (4407) 20icl - -'03 of AutkorIzotlor' # IN] --I IT F, TFf nPu) m') Y 10 fgPe PC A( WNT F'_ 4VTRLKIII OF"Y4A C94/' / 4W1 Fetr WrVTIOW, a V Pff16N N1 t141 MW 'k(ITO"Zowl/ t __b ArFTL1,fV 2 Trol,, ff, W, T P40T M ,07 M, 4 TUTO N 4W 1yV"AA Mx I- tKIZC 1 14 E'YWY7H, TK, 1h L XlJY 1HL T aff_ ev; OR4," 1 .D M1WVT ' 6r ii, F p-Ak'm OR Rihmkv .1alfoix" MaO XIV7 Of 4NY Mr IV, W Ft colbhFp IV. - T 4T 'Ok' 7 "OUI 7 11 TrIlC01'INID, llvylH flokfaly IEi CTOF41RUWI CRAV16S 'Ck' Rv"' F" L'4XF V j ey ' F W,, Tff- (Zknt. Ttt of,'Er X REFfT i0 VLL' y VFIA.S FLT&11""TF BRSLNI WNT I VALJ_fy1 111, 4) N7ET4F N ROOF MjY, Fi XK" 10 ff'-' 24 OK LM,' k/,Ni "AW 11d 71 iftf-)l NOTED 0T1fVr"__ A, - Kme OR THM I HHUS26- 2 OR THD26-2 HHUS28-2 IIII OR T-HD26--2 - — ------- HHUS48 OR THO48 HGUS26-2 ORTHY426-2 i' HGUS28.2 OR THDH-2-8-4- 4 HGU-S2$-3-_--_--OR THOH-2-8- 3- 19- S-__ OR SKR21OLIR RU_ HGU8 OR MSHA22 MS+1A221F;i THAC422HUC4_10 ------ OR H0410IF OR THJA26----- iiOOR FUC26 ff' - 17 F-1- F-V ION G ZFP47P - R20) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4= IMIb UWb PRLPARtO FRUM (,UMPUItR INPUI (LOAUb S U111M)IUNS) SUBMIIItU BY IRUbb MFR 120 MPH WIND, 10.32 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. 4d ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. 8-0-0 3X4 (A1) = 3X4 (A1) 0-0 :2 9-0-0 9-0-0 31 Ile 18-0-0 Over 2 Supports BIN R=728 U=260 W=3.5" R=728 U=260 W=3.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 01Y:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S FBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD ISO N. Y1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND ICAIED, TOP CHORD SHALL HAVE PROPERLY AT IACHED tIFI••, l f '.P T D L 7.0 P S F R E F R 3 5 2-- 7 6 0 2 5 DATE 0 1 2 8 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1. DRW SLTUSR352 03028229ROOpTrtussDtv151oNIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 427Q4 = BC DL 10.0 PSFPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 771ff SLT-ENG WMR 2722 SOLTTH APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN N jSTATEOFj pBC LL 0.0 PSF 407-299.1 522 SPECIFICATION POOLISMEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA AST A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO R1•• 6 TOT LD. 37.0 PSF SEON 8033FAX: 407-2999t53 EACH FACE OF TRUSS, AND UNLESS OTHERY ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D UR F AC 1.2 5 FROM M APROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOIELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION 99218 COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan 28 '031ANSI/TPI 1 SEPARTIPARTICULAR SPACING 24.0" JREF 7 p1RZT352LOV kcrr4VY - KZI) TOP CHORD 2x4 SP 2 120 MPH WIND, 10.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, 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 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/2.40 LIVE AND L/180 TOTAL LOAD. 5X4=- 8-0-0 3X4 (Al) % 3X4 (Al) i-o-o 4i o-o 9-0-0 9-0-0 BINJ 18-0-0 Over 2 Supports R=728 U=260 W=3.5" R=728 U=260 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:4 FL 1 R Scale 375" Ft. k •WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MADISDN, YI 53219), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. ant [F t. T C L L T C D L 2 0. 7.0 D P S F P S F R E F R 3 5 2 DATE OD1 / 2 U / 0 3 SMYTH LUMBER CO. DRW SLTUSR352 03028230REXiFTRu55Drvr51oN 2722 SOuTF1 APOPKA BLVD. APOPKA. FL 32703 407-299.1522 FAX: 407-299-91 53 PROFESEiIONALENGINEERING IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY BEFROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITN 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 ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A AS TM A65J GR80 GALY. STEEL.. EXCEPT AS XOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR AYIN65 160 A•2. THE SEAL ON THIS OR AWING INDICATESICATES ACCEPTANCE OF PROFESSIONAL ENGINEER IN6 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS j No 42704 1 j7C STATE OF SSS 4 Q R`0 lw{.'1 A` pBC DL pp C L L T 0T . L D . 10.0 0.0 37.0 PSF P S F PSF S L T - E N G / WM R S E 0 N 8031 A DUR. FAC. 1.25 FROM M,A ` SPACING 24.0" JREF 1RZT352_Z08CERTIFICATEOFAUTHORIIATON#9218 COMPONENTANSECTNOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Ja 1 28 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) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 5" 5' 11 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' it" it' 3" 13' 1" IT 5" r+ 3 3- 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' l" 13' 1" z H F STUD 3' 4" 4' LO" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" to' 0" 10' 0" 13' 1" 13' 1" W STANDARD 3' 3" 4- 2" 4' 2" 5 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" I 1 3' 9" 5' it" 6' 4" 7' 0" 7' 6" 8' 4" B' it" 10' It- II' l0" 13' 1" 14' 0" P 2 3' B" 5' it" 6' 4" 7' 0" 7' 6" 8' 4" 8' I1" 10' it" 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" IT 9" Q CQ D FL STUD 3' 6" 4' 11" 4' It" 6' 6" 6' 6" 8' 4" B' 9" 10' 2" 10' 2" 13' 1" 13' 9" U STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' it" it' II" 1 2 3' it" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E- S PF 3 3' 10" 6' 0" 6' 0" 7' II" 7' It" 1 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" H F STUD 3' 10" 5' IL" 5' It" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" w Q STANDARD 3' LO" 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" 6' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' O" P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13, 6" 14' 0" 14' 0" 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12. 7" 14' 0" 14' 0" D F L STUD 4' 0" 6' 1" 6' t" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' I1" 5' 3" 5' 3" 6' 11" 6' it" 9' 3" 9' 3" 10' 9" l0' 9" 14' 0" 14' 0" Q L 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13, 10" 14' 0" 14' 0" 14' 0" S P F 3 4' 2" 6' 11" 6' it" 8' 9" 6' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" H F STUD 4' 2" 6' it" 6' it" 8' 9" 8' 9" 10' 6" 10' 6" 13. 10" 13' 10' 14' 0" 14' 0" Q STANDARD 4' 2" 5' it" 5' it- 7' to" 7' 10" 10' 6" t0' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' S" 8' 0" 6' 9" 9' 6" 10' 6" It' 4" 1310" 14' 0" 14' 0" 14' 0" Q S P 2 4' 7" 7' 5" 8' O" 8' 9" 9' 6" 10' 6" 11' 4" 13' to- 14' 0" 14' 0" 14' 0" C\ 2 3 4' 5" 7' l" 7' L" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0' 14' 0" 14' 0" D F L STUD 4' 5" 7' 0' 7' 0" B' 9" 9' 3' 10' 6" 11' 0" IT 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4' 6' 1' 1 6' l" 8' 0" 8' 0" 10' 6" 10' 9" 12- 5" 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870y BRAG ATEACHEND. MAX WEB TOTAL LENGTH 1S 14'.Y/ 2X4 SP OR DF-L #2, OR DETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE: SINGLE OR IN TABLE ABOVE. DOUBLE CUT AS SHOWN) AT UPPER END. yCONNECT DIAGONAL AT ,1, MIDPOINT OF VERTICAL WEB. SYMM 2X4 k2N OR BETTER REFER TO CHART ABOVE FOR WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HAI INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MI SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLE! TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. rr IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLA ROOFTRU55DIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY 1 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WID HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESI( APOPICA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION 1 407- 299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNE, FAx: 407-299 9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECT( TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION DRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTA PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDICERTIFICATE OF AUTHORIZATIONX921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BU. RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 ISTANDARD 2 1 STUD 3 1 STUD 1 13 ISTANDARDI DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR i k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 01 2 2 GABLE TRUSS DETAIL NOTES: UVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSP TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH2' 0. OVERHANG. OR 12" PLYWOOD OVERHANG. ATTACH EACH ` L" BRACE WITH 10d NAILS. FOR (I) " L" BRACE: SPACE NAILS AT 2` O.C. IN IS' END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) " L" BRACES: SPACE NABS AT 3" O.C. IN 16' END ZONES AND 6` O.C. BETWEEN ZONES. L` BRACING MUST BE A MINIMUM OF 60% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND REEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7- 98-GABI2030 VERTICAL LENGTH NO SPLICE LESS THAN 4' 0` 1Xa OR 2X3 GREATER THAN 4' 0", BUT LESS THAN II' 8` 2X4 GREATER THAN II' 6" 2.5X4 Vl. 53719) FOR z ERWISE INDICATED, E * NO. 42704 . ' _ DATE 09/10/01 ITTOM CHORDSHALLONTRACTOR. ALPINE = * DRWG A12030ECO901 ON FROMTHISASTATE OF -ENG OR FABRICATING, FORMS WITH HED BY THE '• ARE MADE OF 20GA ORtOP.•: CTOQSFPER OF .,, C•(,1• J( (. TOT. LD. 60 PSF SHOWN. THEPROFESSIO G/ 1• A\ \\ THE NI 2. Iu,{, I.. :L.'.r.' MAX. SPACING 24.0" RIGID SHEATHING i A T, T T-1 71 7 -1 FT1 A T T ATTACH EACH T- REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAIL` AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0699, A10015EN0899, AO90I5EN0899, A08015EN0699, A07015EN0699 A11030EN0699, AtGO30EN0699,. A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A13030ECO901, A12030ECO901, A11030ECO901. A10030EC0901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015ENO699, S10015ENO699, S09015ENO699. S08015EN0699, S07015EN0699 S11030EN0699, S10030ENO699, 809030EN0699, S08030EN0699. S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2x6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "I" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRACE11 WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 9" 10 7. 2x6 40 % 50 % 110 MPH 30 FT 2x4 10 % 10 % 2x6 50 7" 50 7" 100 MPH 15 FT 2X4 10 7" 10 % 2x6 30 7. 1 50 7" 100 MPH 30 FT 2x4 0 7" 10 7" 2x6 40 % 40 9. 90 MPH 15 FT 2x4 20 Z 10 R 2x6 20 9• 40 7" 90 MPH 30 FT 2x4 IO 9" 10 7. 2x6 30 % 50 % 80 MPH 15 FT 2x4 16 % 20 % 2x6 IO % 30 Z BO MPH 30 FT 2X4 20 % 10 % 2x6 20 % 40 R 70 MPH 15 FT 2x4 0 7" 20 7" 2x6 0 % 20 X 70 MPH 30 FT I 2x4 0 7" 20 9" 2x6 IO 9" 30 9" 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) = 10% = 1,10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" - 7' 3" R PLACES DRAWINGS GAB98117 876.719 & HC26294035 VARNlNG•r TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INAND BRACING. REFER TO HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED wVI+ O REF LET -IN VERTBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TCHORD r V`' T • GV (C"•, DATE 10/24/O1 S MYTH LUMBER Co. SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS L••; y DRWG GBLLETINI001 ROOFTRUSSDIVISIONDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS N0.42704 = 7c ;• 7E ENG DLJ/KAR 2722SOUTHAPOPKAIBLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS g APOPKA. FL 32703 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL. DESIGN SPECIFICATION PUBLISHED BY THE a 407-29&1522 AMERASTMICAN FOREST AND A653GR40GALV.PSTEEL ERASSOCIATION)S ARE MADE OF OGA AOSN)AND NOTEDTFI. APPLYNECONNECTORSTOEACH FACE STATE OF TOT. LD. 60 PSF FAx407-299-9153 OF TRUSSAND. UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iA.• R. PAC. ANY PROFESSIONALENGINEERINGDRAWINGS160A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITYOFTHIStic, P`: GO` Q iORAX SPACING .24.0" CERTIFICATEOFAUTHORIZATIONYrs216' AND USE COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.//4 CL'., Herx & Associates Inc. Land Surveying 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 465.37' P.C.I. L I NE L I L 2 LOT 30 Map of SurveyBEARING N 89°40"49W S 89° 54 ' 57 `E KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 A 28 L2 LOT 29 A' GRADING 9.158 SO. FT. DISTANCE 60.00' 60.00' b z va 0 0 0 0 VN NN Iw. O' V NO A 10. LANAI 11.0' 10.0 O H N N L'_ Io.o• rn aa00ELF•IrEtv. a.c.o• mN m c+ wr OPT. SITTING ROON s wr 2' GARAGE EXT. cmrry.l ONE STORY RESIDENCE Ln I ti2 c FIN. FL. ELEv,:6J.5 o 2 Ua V N V 10.0 10. 0'w 1 2 $r.O D LI LOT 28 pIOOR ISLAB ELEVATIONvSrgEjs At IAOE tt sOV ORO N11 OryER ROAD UN WA IIS' APP OVEp REFERENCED BEARING N 4689'40'49"W 54.' _ — - — _ — - — _ — _ — _ — - CIL CALABRIA SPRINGS COVE 50' R/W) TRACT F PRIVATE ROAD AND UTILITY EASEMENT CITY OF SANFORD ADDRESS: 117 CALABRIA SPRINGS COVE LcGAL DESCRPTION Lot 29. " CALABRIA COVE - acco,drig to the plot thereof as recorded in Plot Book 60, of pages 8 - 10 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X' according to the Flood kisuronce Role Map Community Panel Number 120289 0040E.Doted 04/17195. General Notes: I. This Is a BOUNDARY Survey performed /n the field on Proposed 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 ali easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon Is as furnished by client. 7. Platted and measured distances and directions are the some unless otherwise noted. 0 Denotes 36' Iron rod with yellow plastic cop marked LB4937 or LS318Z or X* Iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid without the signature and the original raised seal ofa Florida licensed SurveyorandMa rvey meets the requirements e F a Minimum Technical Stands as contained In Cha ter G17-6 F ' a Administrative C e. A"l am A. Herx, P.L. S. Florida Registered LfJd Surveyor No. 3182 Dares L. PaemisnkiskL P. S. M. Registoredliqrvvyor and Mapper No. 6030 VO(Nfam R. Hsrx, P.S.M. Registered SurveybrIond Mapper No. 6092 Herr 6 Associates Inc., State of Florida L 8 4037 AREAS: DRIVEWAY: 408 50. FT. LEAD WALK: 43 SO. FT, SETBACKS: SITE DATA Front 25' Rear 45' _M_ERVIO_US SO. FT - .3 1 •2% Side 7.5 ' Corner 25' LOT S0. FT. IMPERVIOUS AREA -2.65550.FT. Note: Bearings shown hereon ore referenced to the C/L of CALABRIA SPRNGS COVE as being N 89"4049`W. Verticd datum is based on NGVD per Engineering construction plans by Burkett Engineering, hc. Project No. 9709-3 1. Legend Temporary Benchmark O/S O.R.B. offset OfficialRecords BookassumeddafumlPBPlatBookBOW Cn. Back of sidewalk Centerline PC Point of Curvature A Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB Chord Bearing PG. P.R M. Pape Permanent Reference Monumentco C. M. Chord Concrete Monument R . P/L Property Une EL. or ELEV Elevation P.O.B. Point of Begtnning FINAL EL. Elevation (Measured) P.O. C. Point of Commencement FD. Found P.1. Point ofIntersection Fin. Fi Elev. Finished FN or Elevation PRC. Point of Reverse Curvature I.P. Iron Pipe PT Point o/Tangency I.R. Iron RodRod R Radius L Arc RAO Radial Line LB Licensed Business REV. Residence LS. Mao Land Surveyor Measured TOTOM Temporary BenchmarkTempRight-orary B N/D(N&D) Nail and Disk 7YP. Typical N.R. Not Radial 41-11 Fencesymbol (see drawing) X—X- Fence symbol (see drawing) Sketch or Lego/ Description This is not o Survey Drawn by: CM Checked by: OP Prepored For: BEAZER Job Number: 01-005-02 Scale : 1*- 40• Plot Ion p*rlor-.d, 01-15-03 Foundation Survey: Final Survey: Revisions .