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Home My WebLink About174 Venetian Bay Cir 04-425 New SFHPERMIT ADDRESS 4 Vt CJ e CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER n060*Rl PHONE NUMBER Momson H°mes in #2p4 15l So'ghhall ft 3 it 1 Malt all , 0 CRC 041929 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION VIA& @min zmr PERMIT # DATE qsfx - 1 4 PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE L" t7 d r En En CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 174 VENETIAN BAY CIR for which permit 04-00000425 has heretofore been issued on 11/25/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as , S1' U , (&A, complies with all the building, plumbing, e ectri 1, zonilng and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes DATE APPROVAL DATE BUILDING: FIRE: \ Finaled D. pia.. Inspected ZONING: \ Inspected UTILITIES: Water Sewer Lines In ll Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: I I Street Drainage ll . Paved Maintenance Bond PUBLIC WORKS: Street Name Signs 3 l Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES ' 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE Street Lights Driveway FEES PAID DATE AMOUNT 12 16 03 10.00 11/25/03 10.00 1/06/04 10.00 12/09/03 10.00 11/25/03 10.00 11/25/03 59.27 11/25/03 54.06 11/25/03 279.61 No APPROVAL PAGE: 3 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 174 VENETIAN BAY CIR for which permit 04-00000425 has heretofore been issued on 11/25/03 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-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 11/25/03 91.93 11/25/03 11.01 11/25/03 847.00 11/25/03 11.01 11/25/03 1384.00 11/25/03 650.00 11/25/03 1700.00 oAoy-ry-) r -A A OWNER BUILDING OFFICIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 3 - 5 _c)y PERMIT #: "--\ D 5 ADDRESS: CONTRACTOR: MORRISON HOMES PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering DPublic Works Utilities 0 5weaT Nor Kc 7 4 3/%4 Fire n l Zoning I/-\ 1 Licensing G\ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) bee 4z 74 (,,voTA, 8AY GAR. HA 5 ArP P 9Ju`J Cam. o. V CERTIFCATE OF OCCUPANC..r.1 ' REQUEST FOR FINAL INSPEC W ' I 1 SINGLE FAMILY RESIDENCE** _ 1 1 I DATE:I 1F I I C Q, , i PERMIT #: G 1- L\ a S W - 3 W: E o I A I ' H v ' V O v u W O I ADDRESS: 0° I N, o, C IO0C lV = W d CONTRACTOR: MORRISON HOMES o PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering OPublic Works CONDITION Ozoning c \ l cA O Licensing V'\ ( WC ONLY IF APPROVAL IS CONDITIONAL) wlo 3g a CERTIFCATE OF OCCUPANCY 0' REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: -) - 5 -yl\ PERMIT #: c --\D S ADDRESS: CONTRACTOR: MORRISON HOMES PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire r\ Y Zoning npublicWorksh1ON Utilities DLicensing (''-\ vr"C CONDITIONS: (TO BE CO?APLETED ONLY IF APPROVAL IS CONDITIONAL) CITY OF SANFORD PERt11rr APPLICATION { Permit X : © \ \ Date: Job Address: Description of Work: Historic District: Zonint: Value of Work: i _..._ Permit 'Cype: Building Electrical Mechanical Plumbing Fire Sprinkler/Alum Pool Electrical: New Service — N of AMPS Additiun/Altcration Chw%c of Service Temporary Polc .. Mechanical: Residential Non -Residential Replacement New (Duct Layout do Energy Calc. Requimd) Plumbing/ New Commercial: # of Fixtures N of water & Sewer Lines Al of Gera Line Plumbing/New Residential: N of Watcr Closcu Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commmcial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for uthcr than X) Parcel0: (Attach Proof of Ownership & Le I Descrl do.) Owner Name & Address: sS . 4i Phone; n5 n ContractorName & Address: !Qt L 7C L Phone & Fax: 1U_I' Bonding Company: Address. Mortgage Lender: Address: Address: Person: Pboae: Pis: . ME Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work wiUbe performcd to meet standards of all laws regulating 000sauction in this jurisdiction. I undcrftrnd that a separate permit must be aecured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS. POOLS. FURNACES. BOILERS, HEATERS. TANKS. and AIR CONDITIONERS, etc. QW NER' S AFFIDA VIT: I certify that all of tho foregoing information it accurate and thin ell work will be done in compliance with all applicable law' rcrul,,nnp construction and zoning WARNMG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOlf:t PAY INO TWICE FOR IMPROVSMBNTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEND)-R OR AN ATTORNEY BEFORE RECORDING YOUR NOTICL• OF COMMENCEMENT. NOTICE: In addition to the ementa of this permit, there may be additional resuicttons applicable to this county, an there 4bcn,nal nntu required from ahcr govcmmertul entities such as ..etc Acceptance of it it will non f owner of the properry of rha requiromen- Flo 03 -04 4 Signature o / Agent n I Date Si Lure ofC. Pri Owne/ Aic Na - / print Signatdre of Notary State of Florida Date Owner/Agent is. Personally Knowo to hie or. produced ID APPLICATION APPROVED UY- Bldg: "tuning: I 1 R Datc) Spociul Conditioric property that may be found in the publi,, vcoiol or' 7tgcm I. diatrico, state agenan, r-[rekrat ugencrea nta ,FS 3. tor/Agent Date sni s N me Stare of Florida Dare Contractor/Agent is _ Pon&fiyKnown to Me or Produced ID Utilities. FD: Initial B Date) (Initial & Date) (Ininal & Uate) t'pitv!!, CYNTHLA P. GEBHART `o<tJrurl, CYNTHIA P. GEBHARtT Ntltary Public - State of Florida _ Notary Public - State of Florida My Comm. Expires Mar 17, 2008 "• ; My Comm. Explme Mat 17, 2= s• Commigalon t DD086265 ?' vF Y•' - National N Assn. _ #'- Commlydan at DDUBBZEB ll,r,. b Bonded By Wy ,%; % r5.z, t • BondedBy Naffond Notary /tan, 1" A CITY OF SANFQRD PERMIT APPLICATION lJ` 11 1I Permit No.: 1 Date: Job-AddressUg kae. A Ca 0:kf, , ,CD"0& L 39M ) Permlt Type: Building A Electrical Mechani//csd Plumbing Fire AlaruLtSprinkkr Description of Work eC.'f'ein lW I C!f1C1QSU(\0_ 3A K (AD 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 Gat Lines Occupancy Type: _Residential _Commercial _ Industrial Total Sri Ftg: (000I Value of Work: S r)t I0o- co Type of Construction: Parcel No.: Owner/Address/Phone: rnnCC\So 11 Title Holder (If other than Address: Bonding Company: Address: Mortgage Lender: Address: Flood Zone: Number of Stories: Number of Dwelling Ualts: Attach Proof of Ownership R I &9al Description) 3(p_170 _50(6_ 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 ZVROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other go%v=cntal entities such as water management districts, state agencies, or federal agencies. Acceptance of permit . ve ' ionat I will notify the owner of the property of 6quircments of Florida Lien Law, FS 713. i > _ -W Signatur of r/A t Date tgnature of Contractor/A Date Li s to el - Print Owner/Agent's Name Print Contractor/Agent's Name Signatur of Notary -State of Florida to Si Date s LIANA EMIRO ,y rPubl: IiARr bL Notiof Flodds r . = MY COMMISSION Y DD 237T75 EXPIRES: Au ust 3, 2W7 ' • • '' m'r 17'2MG 4,. eordwnwNaeywcuoundawrrt.n s81i265 t3o WW ey Notary a . Owner/Agent is V/ Personally Known to Me or Contractor/Agent is 7Pcrsonally Knower to Me or Produced ID Produced ID APPLICATION APPROVED BY: Date: Special Conditions: Power of Attorney The undersigned hereby appoints Tami Cauley or Brandy Davis as attorney in fact to apply for and receive a building permit for he following address: My attorney is hereby authorized to do everything necessary to apply for and receive the said building permit and I ratify everything the said attorney shall do on my behalf. MOZ Mike WaHoz Flori Pool Enclosures SCC056689 .;:YP CVNTNUP.GEBl ARr Notary Public - Stabs Of F106M My Comm. E orc s Mar 17, 2MB COmmjWon / DDO8 M c ti` - Bonded By National Notary AM- Cyn hia P. Gebhart Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL J Back G > A!4 Seminole Ciwnl. s oprrtvvl pn7„cr r iir 1 Inl :. kn•at ti,. 1 or • 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market 23-19-30-502-0000 Si- Parcel Id: Tax District: SAN FOR D Number of Buildings: 0g 0420 Depreciated Bldg Value: $0 MO RRISON HOMESOwner: MO Exemptions: INC Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 Land Value (Market): $11,310 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 174 VENETIAN BAY CIR SANFORD 32771 Just/Market Value: $11,310 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $11,310 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $11,310 L. SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Method Frontage Depth Units Price Value LOT 42 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. re_web.seminole_county_title?parcel=23193050200000420&cpad=Venetian%20Bay&cpad.l /28/2004 A-Ierx & Associates Ztfa4. La•n'd aurV•ylilg 7 Aougine Avenue, Altamonte Springs, Florida, 321M (40T)TOB-0808 Member I (he pfoAda aufwytnp and Mmpphp Gootely and A nerfaen Cor"#s on 8urwylnp and Mapptne M of Ru V CURVE DELTA t7LE RADIUS Tie NGENT CHORD -CHORD BEA11INO f C 1 89' '38' 25.00' 39.23' 24.98, 35.33, N 44'57'19'E I C p '19' 2'23* 75.001' 24.92' 12.96, 2,4.81' 9 C J 17' 4'.10' 73,60, 22.50, 11.37' 22.40' 8 dB'Jd'48'W C 4 84' 4'9S'' SO.OQ' .78.47' 49.93' 70.60, N 44.91'10'E WOLtrE 'S -LAKE VIEW TERRACE( I i Vet-7 A/1r 177'''' TRACT 0 PL•A BOOK Jo, ME 00 , ADDITIONAL RIGHT OF WA L2 LINE g1: dR 1 NO D I S rANCE 20 L I N 57.24106'W 20,37, OL 42 0 L p N 89154'38'E. 47.24' fa 7 fit. `r CITY OF SANFORD le.> r e• a O MCOPTigM Lot 42 ' V E'N E T I A N B A Y' a 10 0* pkIvat rleorded h Phi Baati . -AatPAkReeadiorSeahohiCoady, Foe" 1e. at pogo ryyV lei 4t FLOOd HAIArtO DATA: The Fbct1 •freer hereon he dt Mod Zen• 7(: M R; a S( y N DCCW14 to IM 7'ho MwtN Rafe M G rryy Amof "or rf "ir[err N .120280 0 0 5 E Doted O /. 71 .5 . City of Soda Camnly k;ier 1 0 AI L 0 T 43 mm Cor.r•ogv • 6? 1r •• Q N T' O SMACKS iE gATAs. F1s' Rear 20' 7v fT 1,1x n CSr Lot dth O '. EMrs-3 r IMPERVIOUS AREA•4.181 S4FT. T ^ R Nbfr• Beorigr; r am.hereon ap rere vnced to the CA 0bebgS89'54JOV. p rrs S udrdp n 61 Mad to amHl ll: r 4=99 ke, Jl.Jbb• Umber zoa , Od . C7 o F f MIFt1A4frCiO /IAe IN0 S 99' 9'43'W 96.40' so,-uri ry A ACCte• tU1[M[Nt ' I LOT 41 C Cd r50R/Wl TRACT 'F' PRIVATE ROADWAY , Y5. 00' .C. I. Goner Notes: Poaed Pmposed 1. ThleheeOUMMYSurveypNbewtoterrrhn oro0owHee ufa 4 In the geld 04 beteNittone, un and Merle or eubrurfltvaA+e tal enaroec imenrR b' y, was beefed. 8ulpolh00 8 ellOwn are to the ea tatrtnhMd Ibuadiaon eurhea 0I formfroerd. ' Man e, t= AtrefloriaehomiRon" Merv, a c0mledAM were ebtelned approved Conernralorl plenay+rbyft. 1 al vNese agiartef+e noog a,M ens enewn only to dfW the praWfil Or 00191 Iffero e 1h efmfkn releflra to ne ufurned tanporary tlsnohrne M shawl" The peael shovel Ramon h euNal ei lasamena, reeerrabW4 reerrkf fans, end RtQAa•o N.y d rcoord Meffi it he 1 or not an this dacumft No search at the Pablb Readnfe Ma boon mode by t oRka L The PaOetdeee aMOn Mown hereon as kmlMed hr chat. Y. Platted end mestml eMele"Ces aA dome we a same unbn ofeerwhe noted. 4 venwoo N' Man rvd WA p'Al ap marked L440S1 orL8$1e1. er ls' Meal n l with and pb no Me spa O9mer , unleea othenwis nof•d O Dames P.C.P. mrfnanaM COMM lap . M Denoted t•NRun im Rehmlce MOrI ant e aaert+feelveMwMnIN•e rret w/ ftq•rfehtUnNeeeset eerMai+n•Mfrntil r•adlmr L .—._ _ AdJ Legend OAS W IkOif R• aatri W Dow erten eelreA rO1 M W wnl P< fV fete0111 hiss of anef• r• 40 CA Code" Ce1VNrMIoMi0Art fe I. fbid • f C , e Cvrr h+ a f Rnof C MdPdO C/oLL0 C•tt lis Ppµ00O.M. Q'n ae!*/ caAorifeswerAtrtl IL wRw t, rymy, lArhnnaAfeOya•nl fbti, r•/t Or QeY AL EL, ENMIIM rAr aiw Akaeureq P CIA wt tad Off flonaa•rCMy d Pat Fbvnd AMAM1of 1AM8904 Fin-M. &m. rntrbedt m EM• ORM ' K P 01MEM. VIMMO Mq' ' 4P. I.R. km Fosof hmfled Rem l0m RAO R• La Lord My Wq10t uuaall Not will OkA tam l I! b`enMnwA MR Ab1Medw x,M Fiat• er W drw"a!) f ra Mom, hed •ed 41011" Ad*Ah CorA r sketch of Logol Description This Is no-1 o Survey P Nice ChiiAe4lrrt uP are/ Fa 1 y01pR111O11 J• tl. b•rr 0l=oli- ot• call r I'• Jig, I•'lera• dr ol-04-041 ell • e• •re•rr f•e/ r R•rZelau r ' 6 a51es show minimum requireme4 location subject to change. Door location may change a±tw site Inspection. 7 y 2x 4 V 2 x 4 14N, /-Z 01 3 N N X X X X cv N N w 2 x 2- vRI 3 76 76 76 76 76 x2 BRACES 24 I Ln T 42 (/Ek1t JMXI /-' N% SECTION I. SCREENED ENCLOSURES W0074 Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy 6063 T-0 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30'-30'-00" North (Jacksonville, FL) Self Mating Sections Tributary Load - m Spacing 3'.0' 1 4'-0' 1 S'-0" 6'-0" 1 7'-0' 8'-0" 91-0" Allowable Span / ben Ing or eflection'd' 2' x 4" x 0.044 x 0.100" 19'-11' b 17'4' b 15'-0' b 12'-3' b 11'-6- b 2" x 5' x 0.050" x 0.100- 24'-9' b 21'-5' b 19'-2' 17'-6' D 16'-2' 61 15'-2- b 14'-3' b 2' x 6" x 0.050" x 0.120- 28'-7- b 24'-9' b 22'-2' b 1 17'-0' b 16'-0' b 2' x 7" x 0.055- x 0.120- 32'-3' b 27'-11' b 24'-11' b 22'-9' b 21'-1' b 19'.9' b 18'-7' b 2" x 7" x 0.055- w/ Insert 42'-10' b 37'-1' b 33'-2' b 30'-3' b 28'-1' b 26'-3' b 24'-9' b 2" x 8" x 0.072" x 0.224' 41'-7' b 1 36'-1' b 32'-3' b 29'-5' b 27'-3' b 25'-6' b 24'-0' b 2' x 9' x 0.072- x 0.224" 45'-1' b 39'-1' b 34--11- b 1 31'-11' b 29'-6' b 2T-8* b 26'-1' b 2" x 9" x 0.082' x 0.310' 49'-6' b 42'-11' b 38'4' b 1 35'-0- b 1 32'-5- b 30'-4' b 28'-7' b 2" x 10" x 0.092" x 0.369" 59'-0' b 1 51'-7- b 46--1- b 1 42'-1' b 38'-11' b 36'-5' b 34'-4' b Notes: 1. Thicknesses shown are *nominal" Industry standard tolerances. No wall thickness shall be less than 0.040% 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 1G : / Sq. FL for up to a 150 M.P.H. wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purlin spacing shall not exceed 6'- 8' . For beam spans greater than 40'-0' the beam at the center purtin and one puriin for each 14'-0' on each side of the center purtin shall include lateral bracing as shown in detail (48'-0') span with purlins at 6% 8' o.c. center purtin and (2) purtins each side of center purtin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = S'-0" = 11'-4" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4T74 FAX (386) 767.6556 PAGE I COPYRIGHT2003 ,• '• J7 '54 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAwRPNCE E. BENNETT, P.E.:' I'SECTION 1 I SCREENED ENCLOSURES I Table 1.3 Allowable Post I Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # / sq. ft.' Tributary Load W' Spacing Self Mating Sections 3'-0- 4'-0'1 5'-0- 6'-0" 7'-0' 8'-0' 9'-0' Allowable Height' a ection'd' 2- x 4' x 0.044 x 0.100" 16-11' b 14'$' b 13'-1' 1 V-1 1' b 11'-1' 10'-4' b 9'-9' b 2- x 5" x 0.050' x 0.100' 2' x 6' x 0.050" x 0.120" 2" x 7- x 0.055' x 0.120- 2' x 7' x 0.055" w/ Insert 20'-11' b 24'-2' b 27'-3' b 36'-3' b 18'-1' 20'•11' 23'-7' 31'-4' b b b b 16'-2' b 18'-9' b 21'-1- b 28'-1- b 17'-1' 19'.3- 25'-7- b b b 15'-10' 17'-10' 23'-9' b b D b 12'-10' b 14'-10' b 16'-8- b 22'-2' b 12'-1' 13'-11' 15'-9' 20'-11' b b b b 2- x 8' x 0.072" x 0.224- 2' x 9" x 0.072" x 0.224" 2' x 9' x 0.082' x 0.310' 2' x 10" x 0.092" x 0.369" 35'-2- b 38'-2' b 41'-10' b 50'-4- b 30'-6- 33'-0' 36'•3' 43'-7' b b b b 27'-3- b 29'-6- b 32'-5' b 38'-11' b 24'-10' 26'•11- 29'-7' 35'-7' b b b b 23'-0' 24'-11' 27'-5' 32'-11' b b b b 2V-6' b 23'-4' b 25'-0' b 30'-10' b 20'-4' 22'-0- b b For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specification page for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are 'nominal' Industry standard tolerances. No wall thickness shall be less than 0.040% 2. Using screen panel width W select upright length'H'. 3. Above heights do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2' x 2' x 0.044' min. and set ce. 36' in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2' S.M.S. into the screw bosses and do not exceed 8'-0' in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 21436a, SOUTH 0AYTONX FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE O , COPYRIGHT 2003 1 -56 NOT TO BE REPR000CED IN'NHOLE OR IN PART WITHOUT THE Y/RITTEN PEIWISSION OF LkeiR_NCE E. BENNETT. P. SCREENED ENCLOSURES SECTION 1 Table 1.2 Allowable Spans For Secondary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30'-30'-00" North (Jacksonville, FL) A. Sections Fastened To Beams With Clips o. aecuons ra wncu Hollow Sections y....a........,_ 3'.6- Tributary Load Width 'W' = Purlin Spacingwwwwwwonq 4'-0" 1 4'-6' 1 5'-0" 5'-6" 6'-0- 9'-2' b Allowable Span'L' / bending'b' or deflecti 8'-7" b 1 8'-1- b I 7'-8' b I 7'-4' 6'-11' b 6'-7' 2" x 2" x 0.044" 2" x 2" x 0.055" 9'-11' b 9'-4' b 8'-10- b 1 8'-4' b 7--11' b b 2" x 3" x 0.050" 12'-4' b 11'-7- b 10'-11- b 10'-4- b 9'.10' b 1 9'-5' b 8'-11' b 2" x 4" x 0.050" 13'-7' b 12'-8' b 11'-11' b 11'-4' b 1 10'-10' b 1 10'-4' b Notes: 1. Thicknesses shown are 'nominal' industry standard tolerances. No wa!I thickness shall be less than 0.040". 2. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 &I.P.H. wind load.3. Span Is measured from center of beam and upright connection to fascia or wall connection. 3. Span is measured from center of beam and upright connection to fascia or wall connection. 4. Purtin spacing shall not exceed 6'-8'. For beam spans greater than 40'-0' the beam at the center puriin and one puriin for each 14'-0' on each side of the center puriin shall include lateral bracing as shown in detail 48'-0') span with purlins at 6'- 8' o.c. center puriin and (2) purlins each side of center puriin need lateral bracing. 5. Spans may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max. 'L' for 2" x 4" x 0.050' hollow section fastened to beam with clips with '1N' = 5'-0" = 10'-2" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (396) 767-4774 FAX (386) 767.6556 PAGE COPYRIGHT2003 . "" ` C NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT TH[ WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREENED ENCLOSURES SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Size Upright Size Minimum Purtin, Girt L Knee Brace Size- Deck Anchors Notes Minimum Number of Screws' Beam Stitching Screw @ 24" O.08xA" 10 x'A" 12 x'A" 2" x 3" 2' x 3" 2' x 2" x 0.044" 2 Full Lao 6 4 4 2' x 4" 2' x 3" 2" x 2' x 0.044' 2 Full Lap 8 6 4 8 8 6 4 10 2" x 5" 2' x 3' 2" x 2' x 0.044' 2 Full Lao 1 8 6 4 8 marmxjx 10 1 8 6 10 2" x 6' 2" x 4' 2' x 2" x 0.044' 4 Parial Lao 10 8 6 10 2' x 7' 2" x 4' 2" x 2' x 0.044' 4 Partial Lao 14 12 10 12 2" x 8" 2' x 5' 2' x 3' x 0 044" 6 Pa.iial La 16 14 12 14 2' x 6' 2' x 3' x 0.045' 1 6 1 Partial Lao 18 16 14 14 2' x 7' 2- x 4' x 0.050' 8 1 Par,:al Lao 1 20 18 16 14 2' x 8' 2' x 4' x 0.050' 10 Partial Lao 20 18 16 14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5/16' 5/8' 2" x 7' x 0.055" x 0.120" 1/16" = 0.063' 10 3/8' 3/4" 2' x 8' x 0.072' x 0.224' 118" = 0.125' 12 1/2' 1' 2" x 9' x 0.072' x 0.224' 1/8" = 0.125' 14 or 1/4' 1 3/4" 1-112" 2x 9' x 0.082" x 0..306' 1/8' = 0.125' 5/ 16' 7/8' 1-3/4' 2" x 10' x 0.092' x 0.369' 1 1/4' = 0.25' 318" 1' 2' Refers to each side of the connection of the beam and upright and each side of splice connection. 0. 082" wall thickness, 0.310" flange thickness Note: 1. Connection of 2' x 6' to 2' x 3' shall use a full lap cut or 1/16' gusset plate. 2. All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each side of the cut. 4. The number of screws is based on the maximum allowable moment of the beam. 5. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 1/2 the screws on each side of the cut. 8. All beam to upright connections for 2' x 7' beams or larger shall have an internal or external gusset plates. Gusset plates are required for mansard or gable splice connections. 9. For gusset plate connections 2' x 9' beams or larger use 3/4' long screws. 10. The side wall upright shall have a minimum beam size as shown above, ie., a 2' x 4' upright shall have a 2' x 3' beam. 11. Connect beam to upright w/ H-bar, gusset plate, or angle clips for each splice with 1/2 the screws on each side of the cut. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace th Extrusion Anchoring System 0' - 2'-0' 2- x 2- x 0.044- 2' H-Channel With 3 #10 x 1/2' EACH SIDE 2' x 3' x 0.045" 2' H-Channel With 3 #10 x 1/2' EACH SIDE To 4'-6' 2' x 4' x 0.044' x 0.12' 2' H-Channel With (4) 3/4' long screws size to be determined by beam size, see table 9.6) See Table 1.6 For Number And Size Of Screws) Note: 1. For required knee braces greater than 4'-6' contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host Structure attachment when knee brace length exceeds 4'-6'. Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P. O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 7674774 FAX ( 386) 767-6556 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN Y/HOLE OR IN PART WITF.OVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. '59 - SECTION 1 CONCRETE DECK EDGE 2" x 2" PRIMARY ANGLE VARIES 5d (MIN.)' 2-1/2" (MIN.) BOLT 0 5d DISTANCE 1/4' 1-1/4' 3/8' 1-7/8' 1" x 2" O / B BASE PLATE (TYP.) 10 x 3/4" S.M.S. (TYP.) SCREENED ENCLOSURES DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. THRU 2" x 9" SUB CONNECTIONS SCREEN SECONDARY 2' x 2" x 0.063" ANGLE (SEE SECONDARY ANGLE ANCHOR SCHEDULE AND SECTION 9) CONCRETE ANCHORS INTO' PRIMARY AND SECONDARY ANGLES S.M.S. STICHING SCREWS @ 2 " x S.M.B. COLUMN \ 24" O/C FOR S.M.B. (SEE TAB 1.6 FOR SIZE) TOP VIEW POST TO DECK DETAIL SCALE: 3" = 1'-0" SECONDARY ANGLE ANCHOR SCHEDULE COLUMN SIZE S.M.B.OR SB TOTAL CONCRETE ANCHORS TOTAL 10 x ?/4" S.M.S. 2 x 4 4) 1/4" 6 2 x 5 4) 1/4" 10 2 x 6 4) 1/4" 8 2 x 7 4) 1/4" 12 2 x 8 6) 1/4" 14 2 x 9 6) 1/4" 16 2 x 10 10) 1/4" 18 SEE SECTION #9 FOR ADDITIONAL ANCHOR INFORMATION Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE A OC COPYRIGHT 2003 1 48 NOT TO BE REPRODUCED IN VMOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWWRENCE E. 8ENNETT. P.E. SCREENED ENCLOSURES SECTION 1 SCREEN J 'd' VARIES 4" SHOWN/ : 1" x 2" O.B. BASE PLATE (TYP.) SECONDARY 2" x (d - 2 ") x 0.063" ANGLE EACH SIDE OF COLUMN W/ #10 9 6 S.M.S. SEE SCHEDULE NEXT PAGE) CONCRETE ANCHOR SEE SCHEDULE NEXT PAGE) • NOTE: DETAIL ILLUSTRATES •— TYPICAL 2" 4" S M B COLUMN 6 A i e x 2" Sd CONNECTION MIN.) (MIN.) I - — SCREEN SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES a °. a a Id NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 (MAX 3000 P.S.I. CONCRETE 2" x 2" x 0.063" PRIMARY ANG_ EACH SIDE 10 x 3i4" S.M.S. EACH SIDE SEE SCHEDULE NEXT PAGE) 5d' MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB BOLT 0 5d DISTANCE 1/4' 1-114" 3is" 1-7,8' GRADE 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT TYPICAL S.M. OR SNAP SECTION COLUMN 2) 910 x 3/4" S.M.S. EACH SIDE PRIMARY 2" x 2" x 0.063" ANGLE 1" x 2" BASE PLATE (TYP.) a • e L 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT 6" (MAX.) MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CML ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 - 1-4ANOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT. P.E. 7 SECTION 1 SCREENED ENCLOSURES BEAM - SCREEN ROOF 0.050" H-CHANNEL F— OR GUSSETS eee 6 e e ww 11 KNEE BRACE I I 1HOSTSTRUCTURE e e I ROOFING 2) 2" LAG SCREWS SEE SECTION 9 FOR SIZE) 2" STRAP - LOCATE AND FASTEN PER STRAP LOCATION cD DETAIL PAGE 1-20 FASCIA AND SUB -FASCIA 2" x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER a COMPOSITE 2" x 3" EAVE RAIL I POST TO BEAM FASTENING SEE TABLE 1.6) o- POST SEE TABLE 1.3) SCREEN MAY FACE IN OR OUT) REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS Ln e SUPER OR e EXTRUDED MAX. DISTANCE TO GUTTER HOST STRUCTURE WALL 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL (P FASCIA - DETAIL 4 SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE g) COPYRIGHT 2003 1 -26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. SECTION 1 SCREENED ENCLOSURES STRAP -- SUPER OR EXTRUDED GUTTER SPACING / 2 # SPACING jr ACING / 2 + SPACING / 2 BEAM SET SPACING BEAM SET SPACING — STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8" = 1'-0" 2" x _" x 0.050" STRAP @ EACH BEAM CONNECTION AND @ 1/2 BEAM SPACING W/ (2) S.M.S. PER STRAP SEE SECTION 9) ALTERNATE 2" S.M.S. OR LAG SCREWS I TRANSOM ( SEE SECTION 9) I UPRIGHT I SUPER OR S F VgRGeE9 \ 6 EXTRUDED UTTER ANGLE OR RECEIVING Fsi M 8 \ CHANNEL (SEE SECTION 9 DETAILS) SCREW PATTERNS MAY VARY SEE TABLES OR NOTES FOR MAX. DISTANCE FROM FASCIA SIZE AND NUMBER OF TO HOST STRUCTURE WALL SCREWS) 24" WITHOUT SITE SPECIFIC BEAM CAP ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTON& FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 1.20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR O 3/32" CABLE AND 445# FOR 1/8' IL CABLE, FOR 3/32' CABLE 1/4" x 1-1/2' CONCRETE ANCHORS (MIN.) 5d (MIN.) 5-1/2" (6" NOMINAL) u SLAB (MIN.) Sa, i 5d (MIN.) J 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS C FOUNDATION - DETAIL 2C SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674T74 FAX (386) 767-6556 PAGE - COPYRIGHT 2003 1 -4O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOLIT THE WRITTEN PERMISSION OF uWRENCE E. BENNETT, P.E. SECTION 1 2"x4"OR2"x6" SELF MATING BEAM 1" x 2" SNAP SECTIONS ATTACHED TO 2" x 2" W/ 10'x 1-1/2" S.M.S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION 1" x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" S.M.S. ATTACH 2' x 2" PURLINS TO SELF MATING BEAMS W/ (2) 10 x 1-1/2" S.M.S. INTO SCREW BOSSES SCREENED ENCLOSURES MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) a OEPM i moo i M I e 6 i o-I , L" e, e I - r " e_e--M---------- ee ALTERNATE FLAT ROOF SELECT FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 1.6 & 9.5A OR 9.5B) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOAMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE 1-8 Cg) COPYRIGHT 2003 ' NOT TO BE REPR000CEO IN WHOLE OR IN PART.WITHOUT THE WRITTEN RERMISSION OF lAviRENCE E. BENNETT. P.E. ony PREPARED BY: Worida Pool Enclosure Inc. P.O. Box 5211Q0L""'I %•ood, FL 32752-1136 407-2.60-2800 PERMIT NUMBER TAX FOLIO NUMBER 11111 Null HIREUlUllll l MARMNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BA 05215 PG 1452 CLERK'S # 2004032215 RECORDED 03/01&%4 08t W9 AN RECORDING FEES &M RECORDED BY S O'Kelley CERTIFIED COPY MARYANNE MORM CLERK OF CIRCUIT COU" CM NOTICE OF COMMENCEMENT SEMINO CO ry M F STATE OF FLORIDA COUNTY OF OfrA Q e The UNDERSIGNED hereby gives notice that improvement (s) will be made to certain and real property, and in accordance with Chapter 713, Florida Statutes, the following information if provided in this Noti'ce of Commencement. DESCRIPTION OF PROPERTY (legal description and street address if available) Lc fr ra 1'1TIe GENERAL DESCREMON OF IMPROVEMENTS) 6.`CQQ(1 OWNER Name and Address INFORMATION, I)n qC0 I mQ(i"Qi C''t Interest in Property ( fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SEMPLE TITLE HOLDER ( if other than owner CONTRACTOR INFORMATION Ronda Pool Enclosures Inc. Name and Address P.O. Box 521136 ongwoo 32752-1136 407-260-2800 SURETY ( Bonding Company) Name and Address Amount of Bond LENDER Name and Address Person within the State of Florida designated by owner upon whom notice or other documents may be served as provided by section 713.13(I ), (a), 7., Florida statutes ' name and address) in addition to himself, Owner designates or to receive a copy of Lienors Notice as provied in Section 713.13(2), (b), Florida Statues Expiration Date of Notice of Commencement The expiration date is one year from date of recording unless a different date is specified.) Signature of Owner State of Flora a County of >1— The foregoing instrument was acknowledged before me this I GL( by / 1 I, I 'Sty 7CI j1 li who is personally known to me. NOT Y PUBLIC SIGNATURE Y. UANAEMIRO rAMY COMMISSION R DD 237775 EXPIRES: August 3 2007 Af.`yd BmW Thru Notary PtMo UrdervMtere NOTARY STAMP 10-03-203 9:04AM FROM aft CITY OF SANFORD PERMIT APPI jCATION Permit # Job Addr ry • uesenpuon of worm Historic District: Zoning: Value of Work: S Permit Type: Building Elixlrical Mechanical Phlmbiag Fire Sprinkler/Alan Pool Electrical: New Service — # of AMPS Addition/Alteration Chatip of Service Temporary Polc Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Requirod) Plumbing/ Ncw Commercial: # of Fixtures # of Watcr & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Watsr Closets —12?_ Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footsigo: Cont,truction Type; # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other thaw X) Parcel0: r _ Ow a Nnm • & Addr 4 (// Co tr;.Ijor Name & Adddrress: ppZr• y Phone & Fax: ly /' Bunkling Company: Address: Mortgage Leader: Addresr: Architeet/togiue0r: of Ownership & Legal Description) Phone: ' G r Statc License NytQber: Contact Person: t Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet snandards *fall laws regulating construction in this jurisdiction. 1 understand that a separnte permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HF..ATERS, 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 applitalhle laws regulatinn conctruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUI)I( 1'P.YINC; TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE KhCORDING YOUR NOTICE OF COMMENCRIVIRNT. NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county and there may be additional permits required from other governmental entities such as water management districts, state agencies• or federal agencies. Acceptance of permit is verificuion that I will notify the owner of the prop" of the requirements of Florida Lien Law, FS 711• Signature of Owner/Agent Date Signature of ntractor/Agent Date Print Owncr/Agent's Name Signature of Notary -State of Flonda Owncr/Agent is _ Personally Known to Me or' Produced ID APPLICATION APPROVED BY: Bid&: Initial & Date) Special Conditions; _, Date Print Contract ent's Name 4 /Inkn' ry-State of Florida + Date vr" • Stephanie Womack My Commission DD111278 ConlractorMgenrls Personally glST0 M%s dune 01. 2006 I'roduccd ID Zoning: Utilities: FD: initial & Date) (Initial & Doto) (Initial & Date) Permit Job Address: Description of Work: d Historic District: t:s;,,z: "'"•":'3:.tin;Jr-:!'it•f "_T,Y,•Yt;`q"i,C Wr- crry OF SANVORD PERMTI' APPLICATION L9, c /' J — AQ A Date_ _ `0 Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm FoQI. . Electrical: New Service —;of, S Addition/Alteration Change of Service Ternporty Pole Mechanical,' Residential Non -Residential Replacement New (Duct Layout & Egergy C$14 Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial f ` R Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fogy• (46cr clean X) Parcel N: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone - Contractor Name & Address: _M„ ATR MA"M Z Am mom Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: ArchitecUEngineer Address'-. L021e L icen-se\umber _ RW oM,6190C ! Pw Phone: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done compliance with all applicable. lawn rGpjdxtingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME CEMEI 5 MAY RESULT fN YUf R I,A'.'[NGTWICEFORNPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C SULT W YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. % / NOTICE: In addition to the requirements of this permit, there may be additional restricti s applica6p that may be this county, and there may be additional pemtiLs required from other governmental en ' es suc/as:,,, em t districts, sta Acceptance of permit is verification that 1 Hill notify the owner of the property the require a nen Law, F I3. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary-Siate of Flonda Date Owner/Agent is _ Personall% i no%%n to Me or Produced ID AITLIC Al ION APPROVED BY: Bldg Zoning. Initial & Date) NpcclS! Conditions: the public records of s, of frdcial agencies. 1) 1 I ature of CFnCZCtof/Agent %---- Dalie 42-F - Q Dedo s P ' Contractor gen 's N me Signature of Klo zr.•-State of Florida Date Contractor/Ac;-::, Personaii.• Known to Me or Producec' Initial fi Date) (Initial & Date) Itrli I P, /,= ;,5:;; MIRINDAC. TURNER unog C EXPIRSune 14, 207 ryPuUnnE: J BondedThruNotawm.. Permit #:— Job Address: a`i``r2.S 174 Venetian Ba CITY OF SANFORD PERMIT APPLICATION Date: Circle Description of Work: 7- 1 Parcel #: Owners Name & Address: Phone: F1. 32763 Contractor Name & Address: Pat t 8 Electric Inc. 104 W. Cedar Ave Oran001542StateLicenseNumber: EC 0Phone: 386-775-7776 Pbone & Fai: 386-775-7 776 / 386-7 75-9994 Contact Person: JaY SMith Bonding Compauy'. Address: Mortgage Lender: Address: Phone: Architect/Engineer: Fax: Address: installationitikortno to the Application is hereby trade to obtain a permit t dtormee d roan flations as o all laws ctgulatingco struaction nrthis jurisdtction. ! undenrstand thaenced t aoseparate issuance of a permit and that all work will be performedTANKS, and permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, AIR CONDITIONERS, etc. all work ll be one in OWNER' SAFFIDAVIT: andlzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NtOTICE OFtCOMdMENCEME compliance MAY RESULT IN YOUR PAYING g cTW IC FOR IMPROVEMENTSTO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. erification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 Acceptance of permitisvSignatureofOwner/ Agent Print Owner/Agent' s Name Signature of Notary - Stare of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initi Date Signature of Coo or/ cnt Date Print ontmctor/Agent' ame Dqjc Date re of Notary -State of Florida ntlim Almodpvar 4KMy CommhWon DD272509 Expires December 07 2007 Contractor/Agent ZPersonally Known to Me or Produced ID Utilities: FD: Zoning: ( Initial & Date) ( Initial & Date) (Initial & Date) Special Conditions: Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) March 8, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 42 Venetian Bay, 174 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 174 Venetian Bay Circle, Sanford, Florida 32771 0 !' — Z14-5— Legal Description: Lot 42, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. G1^ Darae L. Przemieniecki , P.S.M Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 174 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 42 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): e - f#t' - ##.#W' or ##. ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME I FLORIDTCITYOFSANFORD112020ASEMINOLE B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Flans 1311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Ste BM Does the elevation reference mark used appear on the FIRM? Yes ® No - o a) Top of bottom floor (including basement or endosure) 16. 4 ft.(m) o b) Top of next higher floor NA . _ft.(m) `n - o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o 0 o d) Attached garage (top of slab) 16. 1 ft.(m) E r- o e) lowest elevation of machinery and/or equipment u, v servicing the building (Describe in a Comments area) 15.8 ft.(m) E M- o f) Lowest adjacent (finished) grade (LAG) 15.7 ft.(m) Z .03 o g) Highest adjacent (finished) grade (HAG) 15.8 ft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm Fi. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZJP CODE 769 Douglas Avenue Altamonte Springs FL 32714 SIG DATE TELEPHONE VYVN 34.04 407-788MW FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: ~ BUILDING STREET ADDRESS (Indudirg Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 174 Venetian Bay Circe CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducing basement or enclosure) of the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are coned to the hest of my knowledge PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or urdnance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA*issued or communityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. I G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED I G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (inducting basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ft.(m) Datum: ft.(m) Datum: Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Betax- Jt &4880ciates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 19°18'47- 75.00' 25.28' 12.76' 25.16' S 45°55'39-W C 2 34°19'35" 75.00' 44.93' 23.16' 44.26' N 72°44'50"E C 3 89°54'55" 50.00' 78.47' 49.93' 70.66' S 44'57'10"W LINE BEARING DISTANCE L I N 89"54'38"E 60.00' L 2 S 32°10'00"E 29.11' WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 7.6- L 1 1-7.4' FD 8' 01S I T LOT 44-37 A- GRADING N 7.951 SO. FT. Z 10.0 10 LANAI c 18.0' o O 22.0' 111 1971) BROOKWOOD 11 N) ELEV. A.B.0 A D SINGLE FAMILY RESIDENCE ZE FIN. FL. ELEV: 15.9 ti O LOT 42 El O 00 p O D 18' 0/S cn db - o O c r- Ln v < an nhn r nh mn~ nim m 2 Q ~ 01 SETBACKS: Front 25' Rear 20' Side 5 ' Corner IS' W*urn Lot Width 60' Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY C1?CLE as being S 89°54'38-W. Vertical dotmn is based on NGVD per Engineering construction plans by Ned H i I I e r Engrneer119. hc. Job Ntstber 2001. LOT 44 CITY OF SANFORD LEGAL DESCRPTION Lot 43. " V E N E T I A N BA Y occordulg to the Plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone "X" occordmq to the Flood hstrance Rate Mop Commlnity Panel Nunber 1202.89 0035E.Doted 04/17/95. Gty of Sanford. Comminily Nlenber 120294) n N CIL FL13. P.C.P 0 O Ln N N 89°54'38"E REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50' R/W) TRACT F- PR I VATE ROADWAY I P.C.P. General Notes: Legend I. This Is a BOUNDARY Survey performed in the field on Temporary Benchmark OOffset O.R.B.e Book 2. No aerial, surface or subsurface utility Installations, undo round improvemehfs or assumed datum) Piet`kcords subsurface/aerial encroachments, l/any, were located. BOW Back oi fsidewalkPC Point olCurvature 3. Building Gas shown are to the exterior unfinished foundation surfaco or form acrid. CA G Centerline Central or (Delta) Angle PCC. Point of Compound Curvature 4. Elevations shown hereon, iI any, are assumed and were obtained from a PP r ved YCALC Calculated P Permanent Control Point Construction plans provided by the Client unless otherwise noted, and are shown CS Chord Bearing PG. P. R.M. Pape Permanent Reference Monument only to depict the proposed or actual difference In elevation relative to the assumed CD Chord P/L Property Une temporary Benchmark shown hereon. C.M. Concrete Monument P.O.B. Point of Beginning 5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P O.C. Point of Commencement Rights - of --way of record whether depicted or not on This document. No search of the FINAL EL. Elevation (Measured)FD. Found PI. Point of Intersection Public Records has been made b this office. YFin.Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature 6. The legal description shown hereon Is as furnished by client. I.P. Iron Pipe PT. Point of Tengency 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod R RAD Radius Radial Line Denotes X * Iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked 'Witness Comer", unless otherwise noted. LB Licensed Business Rryy Right-of-Way O Denotes P.C.P. (Permanent control point) LS. Mae Land Surveyor MeasuredN/ D(N60) TBM Temporary Benchmark Denotes Permanent Reference Monument Nad and Disk TYP. Typical O 2003 Herx 8 Associates Inc. All rights reserved N.R. Not Radial 11 Fence symbol (see drawing) X— X- Fence symbol (see drawing) Cort/ Rc /on: Not valid without the signature and the original ralsod soal Drawn b y : cm ol. F dallcensodSunoyorandMapper Checked by: DP This ury meets the requlremends of the Florida Minimum echnlcal P r e p o r e d For: MORR I SON Sfa ar s falnedk>,Chapfer81G17-6Florida Admi 1 trativeCode. Job Number: 02-017-02 Scale : 1*- 30' Plot plon performed: 07-10-03 Foundalio: Survey: 12-10-03 d and am A. He , P.L. S. Florida RegistereSu yor No. 31 B2 F i n o 1 S u r e y : 02 - 25 - 04 Darae L. Prxemlenleckl, P.S.M. Registered Surveyor and Mapper No. 6030 Revisions Wdllom R. Henh, P.S.M. Registered Surveyor and Mapper No. 6092 Herx 6 Assoc/ ales Inc. State of Fbrlda LB 4937 I NI n(:'i' I 'I :1:: i'i'n'rl illy' Dy f;:(TY 1i: :in'4li"Cl:t+) 7 0=11115NT ha_+E'IPE R 103-'•7570 f 1.1-71:;i1'I:'i' i>i'..li :{:: t (CITY) /; CCI:JNS'Y h•1J UERw __.___,...._.._._._. U a r AD:!t•-:S 17[._ /.'_''_??i!.Z.... c4_C_+ U._G...._.-. — -...— ----_....--......--_._...—_.--_................. q t J y ( (// // / .... /. q _ . Tf1\n' FTCC C.f.JI`i:: p.. n 4IIJl\! >%)J.f. TI.(JM (..I,'CY ()I ;l•1I 11' ffl\J) TRnQu PLATn'r <G (' 1< _ PLAT BOOK F'r c l- O _OCK s - _.. _ .._ I-OT :. _. nn}D1 1= SS u _ _ ._ .fS ?v r!G _LG .L 1.L.... _ ` l L t L:. L° E_c .^l 1.. /.. .._ _....._ _ _. _. _...... APPLICANT s'rhi 1 ___---.___------._......__---..____._._ .._..__.__._._.-........._..__---.-_..__.. nDDR1:S% _+!...._._-..._--_.---_.-_.--.----_-.____._._....__.--_._..__._._._.. --_-_--._.__.... I.PHD USE CATE CRY» 00:1. ••- Single Family Detacheded I••1ounc) T YI 'F: Hf I :: 12c:• " i. c l e" l i. ca l lqfl:tt; ION Singlo Family rlc,! suo Do t<ac knd -• C:at<..twc.•t%`) M-- I' i";L. :":I'•1W:F 7:`C Iti(1'Y F:_h'-Ct:F: l.l_:--Il'LT'--F f1'rh: P-G:F:- - v^. 10. 'T'YF''e: T;C1T'F'l_. F)I,I"• TYPI-7 D IST EC'I••'EI:l.:LE DEGC. l:l•IT OF l.:l••IITS lil'JnI);i ARTI:"RI/1US CO -WIDE CJ dwl unit $ 10: -00 a 5 705.,011) ROAM,) K..L.I.:J"TO:* '. NO:2Yh1 O dw'! unit 0 142.00 1. & 112. 00 KIRRARY MA IDOL!, CC -WIDE O CO. WIDE 0 dw:l. unit $1.,384..00 1. s :!.,,::iwC10 AMOUNT DUE* 0 2,205.0o r SI:GNI.` TURF: KOTE TO hi_CI_IVIKG Sl:f h•+ATCRY/APF'LIC:ANT'c FAfLURE TO NOTIFY C)WN1011 AM) PAYMENT P'nY RESi.JI_'r IN YOUR L.l:nBIL3 r'Y FOR THE FEE. 000 Dl:;a'f!i: ELIT'IOlAu I -COUNTY 3-CITY P h" PL ICANI r 4-COUNTY H )71::Xt I''I._I'd; ;,-'.S; n!'t : ADVISED '"i HnT THIS IS A STFi7f-_.1'IIS'IT OF FEES W{••1:I:C=f I A'RI rLNE nPaTD PAYABLE PR.l:(IR TO ISSl'AP:CE OF n BUILDING P 1:"IIM Y . n!i:,:: n'._SO nt)V):C EO I lAnT ANY RIGHTS OF THE (1''• PL_IC:ANT, DO O a;M111., In l,i"'F'1 'OL TI••:E CALCULATIONS l:?1= `IVIVEFti:`AU , I_IrRPRY SYST'E M =/OR I": t)+JAT:CC)NA'_ (SC1•ICl_1{_.) I.t9PnitCT FI:::I? S MUST BE EXERCISED BY FIL.INC4 n it1• I1T1_id RECUEST WI:TH:i1-a 45 l.'.(`:I_1=NDOR DAYS OF THE !'EC:':-_IV:1:1'10 W . GNAT HAL' F)n'tTE ADUVE::;, D T I• nT LATER T'FI` N C:ERT'I:F XC ATE:-: 07 O C I? (1NCY 07Z f7CI" 1.'I' ONCY . THE REC,UI_S'r FOR REVIEW MUST MEET T PE RI:::CII.ITRI::IY F:NTS OF Elf:: C,()', J::`CY l.n'tiY) DEVl:a.fa"''ivl:'NT CODE. COPIES OF THE RUi..ES GOVE1':I•a'LNS AOr•i`:nQi POY BE E'= CRI•i'yD UP, C"3 I:ECUE STIT), FI"tOM THE I•'1_l`M .1:a!''•1_!':I1l MTAT':I0H t]FE='I:l'Q: i D I. C. AOT F-I:RAT STREET, an''-YO D, F L.CIRa'Dh :an:'.% i g (MON 665 JnVA., CITY OF GAPFRRD 1': 0I.1A)I.I, G DI:'I`AF%'f I°II':HT f, nN1 OND. 11 ',iP*/ia. PAYMENT ;.; I••.i_t.L D :fit%•`_ BY CPECX OR Kf?E>•F.:.Y C'RL'kR, PHU SE•:Gl.:L.iD ITPl"'1=M E•0.: f I E':. 1';TA71."11: _:NT HE.17:IER °No CITY P ll:l.$)1101::3 F•'t: R I:I:"C NU y::s : R hT THE ITo:, ill T'i!I:: NOTICI.-:'. 060711151 ;''f F1151STOITEM':N T is VA'_ ID obl Y •ZN CC1m3IAITION WITH :L`_;w 1h',!_;E 07 00, z'.. :•`a':i'. z : ';i.CI :("1_ I:. FAMILY &: U I:L.I:):C.NG Permit # : Job Address: Description of Work: Historic District: 14ES Zoning: CITY OF SANFORD PERMIT APPLICATION I Date: 3 Value of Work: Permit Type: Building _v_/_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS /50 Additton/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential / Commercial Industrial Total Square Footage: Z D2i • Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) 0 Parcel #: Owners Name & Address: Attach Proof of Ownership & Legal Description) bf/U/ 17r1 i &eW DLL'C trT// n J 1t Phone: off/ / dG7yy / Contractor Name &LLA__ddress: _M/!V Lim 2% ;1A,6;g— #0OWSOXI 'maw&.5 p / aaal ,e hoa State License NumbeervCRG &1 / 2n7 Phone & Fax: 00 / 0 S eamu gt. Person:_ 0 4MAJ C(AXr- Phone-A07J S 7 94 O Bonding Address: Mortgage Address: Architect/ Engineer: HLd h/G NOV r r n Phone: i_4W, 6XI IYI I a 1 1y Address: ala7SAIKeR704*_Ae,fi •// %%i rL.Ml(j Fax: —1 ej Application is hereby made to obtain a permit to do the work and inspilations as i e ify t at or install'A6)t. s commenced prior to the issuance of a permit and that all work will be performed to meet Standards'of al( la s ul [i con t1, i n i t s jurisdiction: understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, S115NS,.WELL , F ` I RS, HEATE S, TANKS, and AIR CONDITIONERS, etc. irr:. •..:. rid 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 fN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional perpits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permi{S/4Eyf at' n that 6 ill notify the owner of the p operty o N *nature of Ow er -date a o tiirrint Ow ame A, 03ture ofotary-State of Florida D e t . AQ : s vAo- ner/Agent is Personally Known to Me or Produced ID NA APPLICATION APPROVED BY: Bldg: v ^ Zoning: Initial & D te) Special Conditions: of the requiremen[ en L F4D cm ntr NSignatureo ctor/Age o o c^ MAC/ % vim Us _ _x Print Contractor e Q p d3 x Signature of Notary -State of Florida Da e W m Contractor/ Agent is Personally Known to Me or c Produced ID i(i/4 Utilities: F D: Initial & Date) (Initial & Date) (Initial & Date) When ready for pick up Please call Daphne 407) 257-6940 Thank Youl Permit Number: !:N MARYANNE MORSE, CLERK OF•CIRCUIT COURT SEMINOLE COUNTY BK 05088 PG 1331 CLERK'S # 2003199088 RECORDED 11/05/2003 0106:10 PM RECORDING FEES 6.00 RECORDED BY L McKinley Prepared By Daphne Clark CERTIFIED COPY and 151 South Hall Lane. Suite 200 Return To: Maitland FL 32751-7172 MARYANNE MORSE CLERK OF CIRCUIT COUP UN41 lF CObN .. OR NOTICE OF COMMENCEMENT. _"(1 State of Florida. J County of Seminole. Novi f 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. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat B6rok 63, Pages 84-88, of the public records of Seminole County, Florida. Street Address %VOpt VENETIAN BAY). 2. General description of improvements 3. Owner information : Name Address Tel Number Fax Number 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Address Tel Number Fax Number 6. Surety : N.A. 7. Lender: N.A. New single family residence Morrison Homes 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 407) 629-0077 407) 629-5282 Maria Lisa Steiner 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 407) 629-0077 407) 629-5282: 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)( b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recordin Date Signed : Signature of Owner's Agent, Maria Lisa Steiner: Sworn to and subscr' fore me this by Maria Lisa Steiner, who is personally known t me. D. A. CLERK MY C06fMISSION I DD 214811 Signature of Notary: Notary Seal: ",r EXPIRES: June 27, 2007 MP O Bonded rhfuBudgetNotaryServices LIMITED POWER OF ATTORNEY DATE: llk o 3 I HEREBY NAME AND APPOINT: bAP K)GiLAKREDMOH /qo TAV EACH AN AGENT OF: MORRISON HOME TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. Y MARIA LISA STEINER AME OF CONT SIGNATURE OF CONTRAC FOR) STATE CERT. # CR-CO41929 CONTRACTOR'S STATE REGISTRATION NUMBER - The foregoing instrument knowledged before me this: ;.....• UMA IRO S 3 . r r_ COMMISSION rDATE: : MY 00 23m5E"'RES:A t3 2007 BY: MARIA LISA STEINER m"'" Bwde° R,bYo undenoers Who is personally known to me and did not take an oath. STATE OF FLORIDA Or COUNTY OF ORANGE. ISINATURE OF NOTARY: 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 Map of Sury CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 89e54'38" 25.00' 39.23' 24.96' 35.33' N 44e57'19-E C 2 19°02'23- 75.00' 24.92' 12.58' 24.81' S 26e45'04"W C 3 17e14'10" 75.00' 22.56' 11.37' 22.48' S 08a36'48"W C 4 89e54'55" 50.00' 78.47' 49.93' 70.66' N 44e57'10'E WOLFER TRACT G PLAT ADDITIONAL RIGHT OF WAY go r Z S LAKE VIEW TERRACE BOOK 10. PAGE 66 LINE BEARING DISTANCE L I N 57"24'00'W 26.37' L 2 N 89a54'38"E. 47.24' CITY OF SANFORD LEGAL DESCRPTION• Lot 42. ' V E N E T I A N BA Y according to the plat thereof as recorded in Plat Book . at pages - of the Pubic Records or Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X-. accorai g to the Flood hstrrnce Rate Map Community Panel Number hereon 0035E.Doted 04117195. City of Sanford. Comminty Number 120294) Max Coverage - 62 x SETBACKS: Front 25' Reor 20' SITE DATA Side 5 ' Corner 15' MIERMIS SO. FT. . 33X Minimum Lot Width 60 LOT S0. FT. IMPERVIOUS AREA -4.181 SO. FT. Note: Bearings shown hereon are referenced to the CIL of os being S 89°54'38"W. G/. S>o ily Verticd dolor is based on NGVD per Engineer O constructionplans 2001. by Ned H i I 1 e r Engmeerrng hc E4e Job. General Notes: ' Proposed 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 orlormboard. 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 dislarres and directions are the same unless otherwise noted. Denotes %" iron rod,with yellow plastic cap marked LB4937 or LS3182, or SS' Iron rod with red plastic cap (narked 'Witness Corner, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument N 89° 54 ' 38 "E REFERENCED BEARING P. j OF SA CIL 50 ' R/W) TRACT -F - PR I VATE ROADWAY Legend 0 Temporary Ben mark O/S Offset assumed datum O. R.B. Ofrx:lal Records Book BOW Beck of sidewalk Pat Plat Book C/ L Centedme PC Point of Curvature d Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P. C. P. Permanent Control Point CB co Chord Beanng Chord P P. R.M.. Pape Permanent Reference Monument C M. Concrete Monument PA. Property EL. or ELEV Elevation P.O B Point of Beginning FINAL EL. Elevation (Measured) P.O. C. Point of Commencement FD. Found P I. Point of Intersection Fin' Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature I. P. Iron Pipe PT. Point of Tangency I. R. Iron Rod R Radius L Arc Length RAD Radial Line LB Licensed Business R Residence LS Lend Surveyor W Righ Mee Measured TBM TBMTemporary B TemporaryBenchmarkN/ D(N&D) Nod and Disk TYP. Typical N R. Not Radial 41 Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Ma par Drown b y : CM Thf survey meets the requiromanI Flarfda Minimum Technical Checked by: DP in s es contained /n a 61 -6 Florida Administrativ Code. Pr e p o r e d For: MORR I SON SketchofLegolDescriptionJobNumber: 02-017-02 This is not o Survey Scale : 1-- 30' Plot lon performed: 06-26-03 WilliamA. Herr, P.L.S. F/ortde Register and Surveyor No. 3182 F o u n dOtto n Survey. Dore@L. Prxemlenleckl, P.S.M. RegistenV Surveyor and Mapper No. 6030 Final Surrey: WilliamR. Herx, P.S M. Registered Surveyor and Mapper No. 6092 Revisions Herx 6 Associates Inc., Stele of Florida LB 4937 Herx & Associates Inc. L a n d S u r v e y in 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 CURVE DELTA ANGLE RAD I USMapARC Of SurTATIGENTT CHORD CHORD BEARING C 1 89w54'38" 25.00' 39.23' 24.95' 35.33' N 44°57'19-E C 2 19*02*23' 75.00' 24.92' 12.58' 24.81' S 26w45'04-W C 3 17w14'10" 75.00' 22.56' 11.37' 22.48' S 08°36'48-W C 4 89°54'55- 50.00' 78.47' 49.93' 70.66' N 44w57'10-E WOLFER'S LAKE VIEW TERRACE TRACT G PLAT BOOK /0. PAGE 66 ADDITIONAL RIGHT OF WAY L 2 LOT 42 A" GRADING n 12.650 SO. FT. O 18.7 O 18.7' " CH 2wo N DOVER 1614 Q LLl`" ELEV. A.8 6 C w SINGLE FAMILY N Q RESIDENCE a N ? FIN. FL. ELEV: ro Q 16. 1 ti Lrl a w O Wiu 3 WLLj 75'D 5 0' 3.8' 18.6 r)re Q u , IJ5.w 4.7 q N :' ON CL 0 a 0 18.7 20.0' S QO 30 n z 0 v V' S 89e59'43'W 96.40' 20' UTILITY 6 ACCESS EASEMENT LOT 41 LINE BEARING DISTANCE L 1 N 57°24'00'W 26.37' L 2 N 89w54'38"E. 47.24' CITY OF SANFORD LEGAL DESCRPTION.' Lot 42. " V E N E T I A N BA Y occortiing to the plat thereon as recorded in Plat Book of pages - of the Pubic Records or Seminole Comfy. Florida FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X occording to the Flood hslronce Rate Mt>p Cawxnify Pone/ Ntmber 120289 0035E.Daled 04117195. City of Sonford. Commulity Number 120294) LOT 43 SETBACKS: Max Coverage - 62 y Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' 1_W'ERVIOUS SO. FT. . 33 c Minmm Lot Width 60' LOT S0. FT. IMPERVIOUS AREA -4.181 SO. FT. Note: Bearings shown hereon are referenced to the CIL 0 or as beog S 89w5438-W. fir s>o/rr Vertical datun is based on NGVD per Encpn' eeriig O i constructioncction Nurber lens by Ned H i 11 e r Engineering, hc. crysFj F'1'T 6a N 89" 54 ' 38 -E 6 REFERENCED BEARING P.C.P. CID AINS REVIEWED fly OF SANFORD C/L C3 (50 ' R/W) TRACT -F PRIVATE ROADWAY 25.00 P.C.P. General Notes: Legend® I CVS Offset 1. This is a BOUNDARY Survey performed In the held on Proposed Temporary Ban. assumed datum O.R.B. Official Records Book 2. No aerial, surface or subsurface utility installations, underground improvements or Bow Beck or sidewalkBackCentopa Plat Book subsurfacelaerial encroachments. If any, were located. COL si PC Pant of Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. n r Centralor (Della) Angle PCC. P C.P. Pant of Compound Curvature Permanent Control Pant 4. Elevations shown hereon, if any, are assumed and were obtained from approved CALL Central PG. Pape Construction plans provided by the Client unless otherwise noted, and are shown CB CD Chord Bearing Chord P. R M. Permanent Reference Monument only to depict the proposed or actual difference In elevation relative to the assumed C.M. Concrete Monument PA_ Property Line temporary Benchmark shown hereon. EL. or ELEV Elevation P.O.B. Point of Beginning 5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P• Pant of Commencement Rights - of --way of record whether depicted or not on this document. No search of the FD Found P 11. Pantoie Public Records has been made by this office. Fin.Fl. Elev Finished Floor Elevation pRC. PT. Point off Reverse Curvature Point of Tangency 6. The legal description shown hereon is as furnished by client. I.P. I.R. Iron Ape R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. L Iron Rod Arc Length RAD Radial Line Denotes W lrnn rod with yellow plastic cap marked LB4937 or LS318Z or LB Licensed Business RES. Residence Iron rod with red placfic cap mah. ed -witness Corner" unless otherwise noted LS Land Surveyor R,WSS• O Denotes P.0 P. (Permanent control point) Mee Measured TBM TBM TemporaryB Typical ryBenchmarkDenotesPermanent Reference Monument N/D(N6O) N.R Nail end Disk ryp 1141 Typical Fence symbol ( see drawing) Not RadialX—X• Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Ma per Drown by: CM Th! surveymeetstherequiremen! Florida Minimum Technical Chocked b y : DP to sasconfelnedine8f -6 Florida Administrafiv Code. Prepared For: MORR I SON Sketch of Legol Description Job Number: 02-017-02 OLA41 This is no/ o Survey Scale 1'• JO' William A. Herx, P.L.S. Florida Repfslere end Surveyor No. 3182 Plot pploin 06-26-03 Darae L. Prremlenieckl, P. S.M. Register Surveyor and Mapper No. 6030 William R. Herx, P.S.M. np•rlorioad: F o u n da l i o Final Sur • • Surrey Registered Surveyor and Mapper No. 6092 Revisions y Herx 6 Associates Inc., State of Fbrida LB 4937' CITY OF SANFORD PERMIT APPLICATION Permit #: 0(0 L// r Date: Job Address: "e 6 4 n ifC' S G E (tk Description of Work: Sin Hoorn A} A - 2g,,g r j - I sw" To al quare Footage 11 p O Historic District: Zoning: Value of Work: S 1 00. Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owne Name & Address: dfaLk' Phone & Fax: 907'333--V,65 t10-5?5 002- Contact Person: Bonding Company: Address: kinrtollae I ndpr- Architect/Engineer: Address: State License Number: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements SV`lori-* Lien Law, I'S 713Signature of Owner/Agent Date Owner/Agent' s Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 03/ 2006 UTIL: FD: S gnalure o nuactor/Agent Date qn; e tractor/Agent' s Na Signature f Notary -State ofL,, Da ! k' SODOSKI Notary Public - State of Florida 34y Commission Expires Jan 8, 2010 Commisslon # DD 504640 Contractor/Agent isqqpg By National Notary Assn. Produced ID ENG: BLDG: DEL -AIR ELECTRICAL SERVICES, INC. 109 COMMERCE ST, LAKE MARY, FL 32746-6206 POWER OF ATTORNEY April 18, 2006 Dear Sir/Madam: This letter is written to give authorization for Ernie Dalrymple to pull an electrical permit for Del Air Electrical Services for 174 Venetian Bay Circle. Dgniel Puglisi Electrical Contractor EC 0001663 Del Air Electrical Services, Inc. At le& M C- Witness J A"**"' 1--q Witness THIS INSTRUMENT WA CKNOWLEDGED BEFORE ME PU DAY Or BY WHO IS PERSONALLY KNOWN TO ME. MICHELLE SODOSKI Notary Public - State of Flodda EMy Commission Expires Jan 8, 2010 Commission A DID 504640 Bonded By National Notary Assn. Oo SIGN TURE OF NOTARY PUBLIC j FORM 60OA-2001 f FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A w '• Project Name: M 1614 #1614 Builder: MOR ISON HOMES Address:, Permitting Office: City, State: / Permit Number: Owner: Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 34.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms -3 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1614 ft' c. N/A _ 7. Glass area & type _ a. Clear - single pane 318.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 fl' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ftl _ HSPF: 8.00 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 177.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1128.2 ft- _ EF: 0.88 _ b. Frame, Wood, Adjacent R=11.0, 158.0 ft' _ b. N/A c. N/A _ d. N/A _ c. Conservation credits _ e. N/A HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1614.0 fl' _ 15. HVAC credits PT, b. Under Attic R=19.0, 28.0 ft' _ CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as -built points: 22357 PASSGlass/Floor Area: 0.20 Total base points: 23640 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 6 I hereby certify that this builSkg, as designed, is in compliance with the Floridygnergxlode. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. S„, :•• „off BUILDING OFFICIAL: AIAIL iLNS REIVIEWIVEDDL/ DATE: effT.. ,. _ 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 1614.0 25.78 7489.6 Single, Clear Single, Clear Single, Clear 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 158.0 0.70 110.6 Concrete, Int Insul, Exterior Exterior 1128.2 1.90 2143.6 Frame, Wood, Adjacent Overhang Ornt Len Hgt Area X SPM X SOF = Points SE 1.0 7.0 16.0 56.64 0.99 892.7 SE 1.0 7.0 16.0 56.64 0.99 892.7 SE 1.0 8.0 19.0 56.64 0.99 1067.8 SE 1.0 8.0 24.0 56.64 0.99 1348.8 NW 17.0 10.0 40.0 37.74 0.57 863.9 SW 1.0 9.0 32.0 52.82 1.00 1686.2 NW 1.0 9.0 32.0 37.74 1.00 1202.7 SW 7.0 10.0 64.0 52.82 0.59 2002.4 NE 2.0 9.0 16.0 43.65 0.94 656.7 N 1.0 9.0 12.0 27.96 0.99 333.2 E 1.0 7.5 12.0 59.31 0.99 703.3 NE 1.0 8.0 15.0 43.65 0.99 648.3 NE 1.0 7.0 20.0 43.65 0.99 860.2 318.0 13159.0 R-Value Area X SPM Points 4.2 1128.2 1.16 11.0 158.0 0.70 1308.7 110.6 Base Total: 1286.2 2254.2 As -Built Total: 1286.2 1419.3 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 Base Total: 1614.0 1614.0 2.13 3437.8 3437.8 Under Attic Under Attic As -Built Total: 30.0 19.0 1614.0 28.0 1642.0 2.13 X 1.00 2.82 X 1.00 3437.8 79.0 3516.8 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 177.0(p) Raised 0.0 31.8 0.00 5628.6 0.0 Slab -On -Grade Edge Insulation 0.0 177.0(p 31.90 5646.3 Base Total: 5628.6 1 As -Built Total: 177.0 5646.3 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1614.0 14.31 23096.3 1614.0 14.31 23096.3 Summer Base Points: 30678.1 Summer As -Built Points: 35588.4 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 30678.1 0.4266 13087.3 35588.4 35588.4 1.000 1.00 1.079 x 1.150 x 0.90) 0.284 1.117 0.284 0.950 0.950 10729.2 10729.2 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1614.0 5.86 1702.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4 Single, Clear SE 1.0 8.0 19.0 8.34 1.01 160.4 Single, Clear SE 1.0 8.0 24.0 8.34 1.01 202.6 Single, Clear NW 17.0 10.0 40.0 12.23 0.99 484.2 Single, Clear SW 1.0 9.0 32.0 9.22 1.00 295.6 Single, Clear NW 1.0 9.0 32.0 12.23 1.00 390.8 Single, Clear SW 7.0 10.0 64.0 9.22 1.22 720.2 Single, Clear NE 2.0 9.0 16.0 12.00 1.00 192.1 Single, Clear N 1.0 9.0 12.0 12.32 1.00 147.6 Single, Clear E 1.0 7.5 12.0 9.96 1.01 120.2 Single, Clear NE 1.0 8.0 15.0 12.00 1.00 180.0 Single, Clear NE 1.0 7.0 20.0 12.00 1.00 240.0 As -Built Total: 318.0 3404.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 158.0 1.80 2a4.4 Concrete, Int Insul, Exterior 4.2 1128.2 3.26 3677.9 Exterior 1128.2 2.00 2256.4 Frame, Wood, Adjacent 11.0 158.0 1.80 284.4 Base Total: 1286.2 2540.8 As -Built Total: 1286.2 3962.3 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 1614.0 0.64 1033.0 Under Attic 30.0 1614.0 0.64 X 1.00 1033.0 Under Attic 19.0 28.0 0.87 X 1.00 24.4 Base Total: 1614.0 1033.0 As -Built Total: 1642.0 1057.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 177.0(p) 1.9 336.3 Slab -On -Grade Edge Insulation 0.0 177.0(p 2.50 442.5 Raised 0.0 0.00 0.0 Base Total: 336.3 1 As -Built Total: 177.0 442.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1614.0 0.28 -451.9 1614.0 0.28 451.9 Winter Base Points: 4560.0 Winter As -Built Points: 8521.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 4560.0 0.6274 2860.9 8521.1 8521.1 1.000 1.00 1.068 x 1.160 x 0.92) 0.427 1.140 0.427 0.950 0.950 3936.3 3936.3 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 6 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 40.0 0.88 3 1.00 2564.00 1.00 7692.0 As -Built Total: 7692.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 13087 2861 7692 23640 10729 3936 7692 22357 PASS EnergyGaugeTM' 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 wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1:ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCS13 v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 34.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft) 1614 ft' c. N/A 7. Glass area & type a. Clear - single pane 318.0 ft' _ 13. Heating systems b. Clear -double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.00 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 177.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1128.2 ftl _ EF: 0.88 b. Frame, Wood, Adjacent R=1 1.0, 158.0 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1614.0 fi' _ 15. HVAC credits PT, _ b. Under Attic R=19.0, 28.0 ftl _ CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida -Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), 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 of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: MH1614 . bld For: MORRISON HOMES By: AIR FLOW DESIGNS 250 JASMINE RD. CASSELBERRY FL. 407)831-3600 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 72 Deg F Design TD: 34 Deg F i 1- 12IM,`" a I TH Chi Bldg. Heat Loss 34296 Btuh Ventilation Air 200 CFM Vent Air Loss 7480 Btuh Design Heat Load 41776 Btuh INFILTRATION FL 32718 9/29/97 Job# #1614 Wthr Orlando AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 78 Deg F Design TD: 15 Deg F Daily Range M Rel. Hum.: 55 Grains Water 37 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 24179 Btuh Ventilation 1650 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 25829 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 1035 Btuh Ventilation 2516 Btuh HEATING COOLING Infiltration 2515 Btuh Area (sq.ft.) 1663 1663 Tot Latent Equip Load 6066 Btuh Volume (cu.ft.) 14 967 14 967 Air Changes/Hour 0.8 0.4 Total Equip Load 31895 Btuh Equivalent CFM 200 100 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model #FA4ANF042 Model #38BYC036 Type HEAT PUMP Type SPLIT DESIGNS Efficiency / HSPF 8.00 COP/EER/SEER 12.00 Heating Input 0 Btuh Sensible Cooling 24500 Btuh Heating Output 36000 Btuh Latent Cooling 9700 Btuh Heating Temp Rise 27 Deg F Total Cooling 34 200 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0.035 CFM/Btuh Clg Air Flow Factor 0.050 CFM/Btuh Space Thermostat Load Sens Heat Ratio 87 MANUAL J: 7th Ed. RIGHT-J: V 1 3.0. 11 S/N 11784 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: # 1614 File name: MH 1614 . bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0.8 ACM x 14967 Cu.Ft. x 0.0167= 200 CFM 2. Winter Infiltration Btuh 1.1 x 200 CFM x 34 Winter TD = 7478 Btuh 3. Winter Infiltration HTM 7478 Btuh / 336 Total Window = 22.3 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.4 AC/HR x 14967 Cu.Ft. x 0.0167= 100 CFM 2. Summer Infiltration Btuh 1.1 x 100 CFM x 15 Summer TD = 1650 Btuh 3. Summer Infiltration HTM 1650 Btuh / 336 Total Window = 4.9 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 37 gr.diff. x 100 CFM = 2515 Btuh Procedure D - Equipment Sizing Loads 9/29/97 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 100 Vent.CFM x 15 Summer TD = 1650 Btuh Sensible Load for Structure (Line 19) 24179 Btuh Sum of Ventilation and Structure Loads 25829 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 25829 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 100 Vent.CFM x 37 gr.diff. = 2516 Btuh Internal Loads = 230 x 5 No. People + 1035 Btuh Infiltration Load From Procedure C 2515 Btuh Equipment Sizing Load - Latent 6066 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 . 0. 11 S/N 11784 Printout certified by ACCA to meet all requirements of Manual Form J R MH1614 Job# #1614 Zone: Entire House 9/29/97 MANUAL 1 761, Ed RIGHT 1 3 0 11- S/N 1178 4 I NameofRoom Entire House LNDRY. BR3 BR2 2 Running Ft. Exposed Wall 177.0 FL 6.0 Ft. 30.0 FL 12. 0 FL ' 3 Room Dimensions, Ft. 0.0 L 0.0 x 0.0 FL 0.0 x 0.0 FL 0.0 x 0.0 FL 4 Ceiings,Ft Condit. Option 9.0 d 8.0 heat/cool 8.7 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg I Clg Length Htg Clg Length Hig Clg Length Htg Clg 5 Gross a 14B 4.9 1.6 1446 0 140 112 Exposed b 12C 3.1 1.7 0 0 0 0 Walls and c 12H 2.0 1.1 0 0 0 0 Partitions d 13C 1.4 0.9 176 48 120 0 e 13C 5.1 3.9 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 39.3 194 7618 0 0 16 628 16 628 Glass Doors It BC 39.3 104 4084 0 0 0 0 01 0 Heating c 9A 31.8 20 636 0 0 0 0 0 0 d 7F 41.1 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 0.0 0 0 0 0 0 0 0 0 Glass Doors NE/NW 37.0 168 6216 0 0 0 0 0 0 Cooling E/W 52.0 12 624 0 0 0 0 0 0 SE/SW 45.0 126 5670 0 0 16 720 16 720 South 28.0 12 336 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11 E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 10.4 18 343 187 18 343 187 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 1128 5523 1836 0 0 0 124 607 202 96 470 156 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.0 1. 1 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 158 213 142 30 41 27 120 162 108 0 0 0 e 13C 5.1 3.4 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.3 1641 1841 2112 51 57 66 189 212 243 154 173 191 b 16D 1.8 2.1 28 50 58 9 16 19 17 31 35 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a 22A 27.5 0.0 177 4875 0 6 165 0 30 826 0 12 330 0 b 20G 2.4 0.8 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 336 7478 1650 18 401 88 16 356 79 16 356 79 13 Subtot Btuh Loss-6+8..+11+12 32662 1023 2822 1958 14 Duct Btuh Loss 5°/ 1633 5°/ 51 5% 141 5% 98 15 Total Btuh Less = 13+14 34296 1074 2963 2055 16 Int.Gains: People® 300 5 1350 0 0 0 0 0 0 Appl. @ 1200 2 1800 1 600 0 0 0 0 17 SubtotRSHGain-7+8.+12+16 21981 987 1387 1153 18 Duct Btuh Gain 10% 2198 10°/ 99 10% 139 10• 115 19 Total RSHGaingl7+18)•PLF 1.00 24179 1.00 1086 1.00 1525 1.00 1268 20 CFM Air Required 1200 1200 38 54 104 76 72 63 Printout certified by ACCA to meet all requirements of Manual J Form MH1614 Job# #1614 Zone: Entire House 9/29/97 Al LbL- U.C-.. O n i i 1 1 OOA 1 Name of Room M. BATH / W.I.C. M. BR. FAM. / DIN. KIT. / NOOK 2 Running Ft. Exposed Wall 10.0 Ft. 40.0 Ft. 40.0 Ft. 33.0 Ft. 3 Room Dimensions, Ft. 0.0 x 0.0 Ft. 0.0 x 0. 0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings, Ft Condit. Option 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg C1g Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.9 1.6 93 373 373 308 Exposed b 12C 3.1 1.7 0 0 0 0 Walls and c 12H 2.0 1.1 0 0 0 0 Partitions d 13C 1.4 0.9 0 0 0 0 e 13C 5.1 3.4 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 39.3 19 746 56 2199 32 1257 40 1571 Glass Doors b 8C 39.3 0 0 40 1571 64 2513 0 0 Heating c 9A 31.8 0 0 0 0 0 0 0 0 d 7F 41.1 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 0.0 0 0 0 0 0 0 0 0 Glass Doors NE/NW 37.0 0 0 72 2664 96 3552 0 0 Cooling E/W 52.0 0 0 0 0 0 0 12 624 SE/SW 45.0 19 855 24 1080 0 0 16 720 South 28.0 0 0 0 0 0 0 12 336 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11 E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 10.4 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 74 364 121 277 1357 451 277 1357 451 268 1312 436 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.0 1.1 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 0 0 0 0 0 0 0 0 0 0 0 0 e 13C 5.1 3.4 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.3 191 214 246 248 271 319 385 432 495 222 249 216 b 16D 1.8 2.1 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a 22A 27.5 0.0 10 275 0 40 1102 0 40 1102 0 33 909 0 b 20G 2.4 0.8 0 0 0 0 0 0 0 0 0 0 0 0 c 1 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 19 423 93 96 2137 471 96 2137 471 40 890 196 13 SubtotBtuhLoss=6+8..+11+12 2022 8644 8797 4931 14 Duct Btuh Loss 5% 101 5% 432 50/c 440 50 247 15 Total Btuh Loss m13+14 2124 9076 9237 5177 16 Int.Gains: People@ 300 0 0 2 600 3 750 0 0 Appl. @ 1200 0 0 0 0 0 0 1 1200 17 SubtotRSHGair-7+8..+12+16 1315 5586 5720 3798 18 Duct Btuh Gain 10•/ 132 10"/ 559 10% 572 10• 380 19 Total RSHGain-(17+18)•PLF 1.00 1447 1.00 6144 1.00 6292 1.00 4178 20 CFM Air Required 74 72 318 305 323 312 181 207 Printout certified by ACCA to meet all requirements of Manual J Form MH1614 Job# #1614 Zone: Entire House 9/29/97 D 1-- 1. O n i i - 1 1 non I Name of Room FOYER BATH 2 2 Running FL Exposed Well 6. 0 FL 0. 0 FL FL FL 3 Room Dimensions, Ft. 0.0 x 0.0 FL 0.0 x 0. 0 FL x FL x FL 4 Ceiings, Ft Condit Option 8.7 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg CIg Length Htg I Clg Length Htg Cig 5 Gross a 14B 4.9 1.6 47 0 Exposed b 12C 3.1 1.7 0 0 Walls and c 12H 2.0 1.1 0 0 Partitions d 13C 1.4 0.9 8 0 e 13C 5.1 3.4 0 0 f 0.0 0.0 0 0 6 Windows and a 1C 39.3 15 589 0 0 Glass Doors b 8C 39.3 0 0 0 0 Heating c 9A 31.8 20 636 0 0 d 7F 41.1 0 0 0 0 e 0.0 0 0 0 0 f 0.0 1 0 0 0 0 7 Windows and North 0.0 0 0 0 0 Glass Doors NEINW 37.0 0 0 0 0 Cooling E/W 52.0 0 0 0 0 SEISW 45.0 35 1575 0 0 South 28.0 0 0 0 0 Horz 0.0 0 0 0 0 8 Other doors a 11 E 6.5 3.5 0 0 0 0 0 0 b 10A 19.0 10.4 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 12 57 19 0 0 0 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 Walls and c 12H 2.0 1. 1 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 8 11 7 0 0 0 e 13C 5.1 3.4 0 0 0 0 0 0 I 1 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.3 149 167 192 52 58 67 b 16D 1.8 2.1 2 4 4 0 0 0 c 0.0 0.0 0 0 0 0 0 0 II Floors a 22A 27.5 0.0 6 165 0 0 0 0 b 20G 2.4 0.8 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 35 779 172 0 0 0 13 Subtot Btuh Loss=6+8..+11+12 2408 58 14 Duct Btuh Loss 5• 120 50/ 3 15 Total Btuh Loss = 13+14 2528 61 16 Int Gains: People Q 300 0 0 0 0 Appl. @ 1200 0 0 0 0 17 SubtotRSHGain=7+8..+12+16 1969 0 67 18 Duct Btuh Gain 10% 197 10'/ 7 0/ 0 19 Total RSHGain=(]7+18)•PLF 1.00 2166 1.00 74 20 CFM Air Required 88 107 2 4 Printout certified by ACCA to meet all requirements of Manual J Form 0 c, 3z r5 MANUFACTURER NAME: THERMA o TRU CLASSIC CTTAFP INSKM"SINGLE AND DOUBLE V" TIL0UT SaXafT S. 04SLLAnM FBERCILAS3 DOOR WITH WOW FRAMM 1. THIS PRODUCT IS OESIGNED TD MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MNMI-FADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGN`-D PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT HEFT THE WATER REOLWZEMENNTS FOR NtAI1-DADE COUNTY. 6. M" -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRED. 7. SIDWro ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RE$IDEMIAL moron Ponet Fiberglass skin 0.127' minimum thickness. MSIC F min. i6.000 psi • Fiberglosc skin 0.070' minimum thickness. SIC with yield strength FY(min.)".000 psi Polyurethane loom core. withl.9 16s. density by BASE. ponel dun b constructed from a 0.727' Ihk. sheet m cwnW kIC The iderhor es7riy a 17ed with 1.9 Bs. dermT) BlSF J;:Z;pne f TIe Pmd fact sleet ore yhed to the wood Aks and RTOL Thi trtdr and big. dies ae LK or to The btdr dh wtidr s 1.r4 2o6. i 4.09bThekAdhrhaidacemherrllieadtwttmhrd, ore d o wood eaffuded mderidbUwcabledoorwp6cdionUwinaiwtdoorcZ .dh m enfuoev aMrrun Odrogd of 606D-F6 Ay. The from js constructed from roger jointedwides125 (hicL T1e heady is pied to the side s rib p / PFN Sam d such side. the thresidd s *' w to um wds ' -(2) s 23 PFN Sam d Fodh SW. The - are --ed adeile p600lbrh haihp 8 s 2 boo PFN Hood Sam 16) sa"? per each m6ac The obit Is. on brih9 Creddd rremurwy 5.75 s 1.548. S11 Lip trTe - tAA site is21.656' wide s 58.093 savedwx15tagTekSa"L The francs m sealed with sioow c A;q; (Dow 795) to sideife ported Ord to the gba S1NC UP Lit..im *id stnygNh Fy(hdL)=6200 Psi t PkC Lip I& vim ykv f rmc}-ZI45 psi - 01 six o 9.65 wide s 65.d5 fsdh ttn+ed w/(l6) /8 s 1.75 Poh Head Sarm The troves are sealed wih a'Tcwhe caa*V (Dow 795) to sidefte pond Ord t. fle 9ka htegrd Fka h Owedglass isThe Imo ddeface Ltte[a aOm h w q ip cam ksulated ( Ibw 795). s TABLE OF CONTENTS SHEET / DESCRIPTION 35. 75 I PANEL WIDTH I FF J 0 L F J u 0. 114. 869' c z = tv WIDTH O o 0 p x 9 c 0 n n co in O L l WG E fNSiMING Il!!IT 74. 5' OVERALL FRAME WIDTH -{ n 1 ru 0 /% y/ J 169, 1 869' o W D. LO. O.LO. WIDTH WIDTH ID tenINA AA1 10 0 SEE DETAIL A -ET3105.5' MAX. OVERALL FRAME WIDTH 36.625" MAX. 15.5' MAX. rPANEL WIDTH FRAM£ WIDTH w/ASTRA6AL 2 IJ: 13. 9375M. SIDELITE WIDTH 7. f 25' MAX. D.L.O. WIDTH LIP UTE 7.0 MAX. O.LO. WIDTH INTEGRAL Un DOUR F WISDE1ITES I MUM UNR FAH kzv ALL ELEVATIONS - 68.5' M". OVERALL FRAME FRAME WIDTH 15.5' MAX. VIEWED FROA FRAME WIDTH THE INTERIOR 7 u Z: 3 x u0 Cr O O - iJo Ci x ten e n O n 0 DESIGN PRESSURE RAl1NG (WHERE WATER INFILTRATION R£OUIREMENT 5 NEEDED) UNIT TYPE WITH OUT SURFACE BOLTS wzmauBER 0 ASTRAGAL WITH SURFACE BOLTS WINDJAMBER 9 ASTRAGAL SINGLE 67. 0 PSF - 67.0 PSF DOUBLE 47. 0 PST - 47.0 PST 65.0 PST - 65.0 PSF SINGLE &DOUBLE WITH SIDELITES 47.0 PST - 47.0 PST 65.0 PST - 65.0 PST 1 U G O D. L0. WIDTH t3 A 13. 938" MAX. SID ?A WIDTH 7.125' MAX. O.LO. WIDTH UP UTE 7.0' MAX D.L.O. WIDTH INTEGGAAL U1 O> o co 0co 2 l] 30 AT) 30w0 a00 LU a 4 7Vgg A o513. 684. 3531 NTS er WLN n: RW he how: 5-2164 1 a 8 Z m u x 3 XTE 0 P u Tx o INTER IOR 1c a 0 1 sh ZYj2 n " n ci 1.68" WIN. PANEL THK SEE GLAZING DEVILS EX7ER*9 (SHEET 8) _ B • • • EATEBlQB r 1NIEB14B FNTRAL FLORMA Bo ®o 2 INSM7NG DOOR PANEL VV SIDaff PANEL MA'i1L1FAtCTU NAME 2.141' 691' F—II n m INSM7NG SIOELRE 31 BOTTOM 8007 0.09' EXTRUDED NNYL WALL O_ > CL: N co O ap aoxN t Z O n cci 41 to 0 LLJ 3.< Mn Lu a Z O t"n z n G 0 III 813.684.3831 III c. M. WLN at. RW 3PA--C w_ 5-2164 sum 2 or f EXTERIO 13 1 RI R NtINW —• •• BOLT 8.0 LG. 70P do BOTTOM (2) BOLTS AT TOP h (2) AT BOTTOM 1 Kj,J O ASTRAGAL XT RI Z INTERIOR 45 SE NOTE 3 a SEE NOTE THIS SHEET 1 do 2 THIS SHEET A' DETAIL OPTIONAL ADDITION OF SURFACE BOLT O> co zoo c°>rgw o Li10 n a vJZ 3 OZ zQo U m NIWif crN V'Z% of Mtu U r_b a 28 3 d d v' 6 , 9 O OT EE NOTE10 9 SHT.4 z toaSEENOTE 9 SHT.4 ig o to 34 euaco ct„C IN I R 1 I CancS SFGTION 673.5D43637 3 I N7 I N 3 O SIDELITE TO BUCK THE SIDELITE CROSS SECTION 3 O MVWON ouc 1 8 01 NOTES: 1. THE SURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR 70 ACHIEVE A PRESSURE RATING. ry 1vjj ALeHIGH 2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM -1, j- 1 :: l'-' cw- er: RW OF THE ACTIVE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE. T T: o11•;1THESTRIKESFOREACHBOLTWEREATTACHED70THEJAMBANDTHRESHOLD 10 5-2164 WITH 8 x 2.5' PFH WS. ' - ACBOLTSRATTACHED TO THE ACTIVE PANEL :,-:'• I I t • -- .' 3. THE (U WITH 4)tE BOLTS. l L'•L: ii 1.15 MIN. EMBED. 15" MIN. C-SINK EXT RIOR 8 7 25' MAX. SHIM SPACE b j M itI foi , w,4—li Yb3 Ln b W U a 18 4 LATCH JAMB TO BUCK. NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED CLASS. THE CLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR IS x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 7-. 3", 5'. 18.25. 54.0, 77.0' 90.25 92.25 & 94.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) /8 x 2.5" PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) /a x 2.5 PFH WOOD SCREWS AT BOTH SIDE 5. THE SIDELITE IS DIRECT SET INTO THE .IAMB WITH (72) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB. FROM THE TOP DOWN AT 6.0', 23.0'. 40.0. 57.0", 74.0" & 90.5' .THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL. 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR IS x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 17" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A I10 x 1 3/4' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE 110 x 1 3/4' SCREW. S. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' OUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I' x 0.04' OLA. WIRE BRADS AT 2" CLAM FACH FND A MAX. OF 12 O.C. SEE NOTE 1 SHT.4 vz aD V W w tn H SEE NOTE 5 SHT. 4 O Jo ` 00 0 0 000 2Y 34 wco a 34 a SHT. 5 SEE NOTE 1. IS' MIN. EMBED. 15' MIN. C-SINK r ZY 8 Y 7 7-28 4 9 2 ROSS SECTION 4 HINGE JAMB TO BUCK, sa SHT. 4 SEE NOTE 6 43 EXTERIOR YZ e zE 6 ao 7 'D Z 1 a 3 NTA T1 4 o STRIKE .IAMB TO SIDELJj§ e 16 37 10 7 SHT. 4 SEE NOTE 25' MAX. SHIM SPACE 0 tj 0400 0 ODD IL C] 2 n cc z o 3 L'i to OWO C) o 3100 n T CL u3ja0o UZ fAzz N GU 21W/1 u b13.654-WI IF 1 o ®o o i SEE DETAIL 6" 6" 6- 3" 3 3- 3" —{ 6- 6" 3" 3" 6 3" 3 I I I 11 IT 13 11 I I t 3 TYP. 13 SEE DETAIL SEE DETAIL SEE NOTE' E' TYP. 3 SHT. 5 13 13 TYP. SEE DETAIL TYP H" - St 0A. _ 51 6-A` TYP 1 1 I1 1 6 6 6 SEE DETAIL "H" D0 IBA/SIDELITES A' a' r I h 0 dqMANUFA fn b IL ILn ui o SEE JDETAIL 0" n Ln 1 I 6• i I _ 1 t3 I- TYP. 13 TYP. a h 7N SEE DETAIL C" TYP. DRILL THROUGH FOR A e.357" BOLT DEEP ENOUGH FOR A 2" SINGLE DOOR i BOLT THROW NOTE: USE REM 113 A 18 x 2 112" PFH WOOD SCREW TO ATTACH THE STRIKE AND DtAOBOLT PLATES TO TH£ JAMB OR ASTRAGAL EXCEPT IN THE MULLED EE! APPLICATION WITH THE SIDLIIIE USE REM 143 A /e 0 2" PFH WOOD SCRUM. we 11 8 Ol 0 o SURFACE BOLT ATTACH THE STRIKE s m N.T.S. STRIKE PLATE PLATE TO THE THRESHOLD W12 110 , 2 1/2" c.c rr: WLN F PFH W00D SCREWS R RW DETAIL ASTRAGAL STRIKE PLATE DETAIL "11" B OPTIONAL SURFACE BOLT STRIKE PLATE ASATRAGAL THROWBOLTS 5- 2164 vm i5 or A io ui SEE JDETAIL b" SEE NOTE 3 SHT. 5 n i n SEE DETAIL -J' 63- _ 3' 3 _j 6 IF 6 3 ~ 3 3" -i i 3' i••- 6" 6" —{ 3• 3" 6" 6" SEE MM xQ F DOOR W/SIDEui 5 n c j-T N UJa NN SEE DETAIL C' TYP. SEE DETAIL .` 6.. 6• 6 3'3 F36' 3" II 13 II TYPTYP. SEE DETAIL SEE DETAIL F" " E" TYP. SEE DETAIL H', A• _ 51 r 6 3' • i 3. 3. TL 3. 6'-" j 6, 6. SEE DETAIL "H" i tlllp9ll[LEBLFO> O ONO In d ,2110 c O J U cc) 0^ T I o o a NI U J ? N j3 Z LM ZC 80 ou4Zo U.) N V, j 7 oi3 Ln L 1 I s5zo g s - tffl c zVV Ra m TRIM 0 Bt1. 6gs3831 0 we 1 1 a 01 O SURFACE BOLT ATTACH THE STRIKE wv t N.T.S. STRIKE PLATE PLATE 70 THE THRESHOLD t / L j j jI r;J 10' 2 112' wic er: WLN l11 ll1 1vlLd u 1:J1/ll1111iJ L11 o Ft1 Wt OD SCREWS oR M. RW oETaL r ai.mc wo_ OPTIONAL SURFACE DETAIL -K' 5-2164 BOLT STRIKE PLATE MANUFACTURER N ( F / ((jj iT TR R NAM10 QOLT STRIKE 1 i1 lLJ jj j llla lj lLJ fjjlJle v 5 or C 1\':.... Sim _ . .-• _--- -. -:_-----__ ..___ . . 6 097' 1 L D 4 - 4 STEEI DOOR MNCF t" RED OAK CAP — T 0 OCORE MATER&AU LYL OR LSLALTEFMTECOREMATERIALPONDEROS RADjATA. pULAr. ELLtOTTIL TAEDA OR SUGAR PNE DOUGLAS OR WVTE FIR CEDAR. VCCNSE CEDAR OR REDWOOD. D z-LATCH -wi-5w CORE MATERIAL LvL OR LSE a' C\ ORU THROUGH FOR THROUGH FOR 'L.357' OK ASTRAGAL A 16 PFH WOOD RETAINER BOLTS SCREW 2 PLCS JOINTED -- PONDEROSA E SUKACE MLL_(&M-25L.91EEW ATTACH TO DOOR USING I'D 1/4" F.H. METAL SCREWS PROYLOED RETAINER a mmmmuLmm ASn?ArAL tALUMINUM 057' WALL M Z116, — j1202- 26 MCX TIM OPEN LITE SHC FRS EKTRUDEV ShX wow FRAME vum THRESHOLD WENDER 5.75' e. ODLE-09CRiM SUBSTRATE Al LWNUMIWOODAddil THRESHOLD DarNDM WO-T5 ALUM. .045- MM. WALL SUBSTRATE MN DREED SPRUCE. PINE. CEDAR OR POPLAR VWn THRESHOLD- .080' UIN. WALL FOAM CELL CORE W/VWYL JACKET WMNYL JACKET 2.875* Fo7 (p ATTACH To SILL USING #So . 3 1/4' F.H. SHEET METAL SCREWS PROWDEO WITH BOLT. 920' p(SWING DOOR aarroM SWEEP vam OW- MAX WALL. .05' UN. WALL FMM sw R ROD ZINC YELLOW CHROMATE LL FIFIOPJDA B;. UFA 813.04-WI lm-- or. WLN I I S-2164 NAME BMW -L or - O RIP I N material n9ERGIASS 1 i 2THERMA-TRU 3 CC LATCH _ I I v OR I r4.1 4 1. ' x .4 7 STEEL 5 6 X 1 PHIUPS PAN HEAD SCREW FOAM 6 POLYURETHANE FOAM BASF, 1.91bs OE115IfY 7 SHORT REACH COMPRESSON WEATHERSDBP -TRU FOAM FOAM 8 LONG REACH COMPRESSION WEATHERSIRlP -T STEEL 9 4 x 4 HINGE .097 THK. THERMA-TRU STEEL 10 10 r 3 4 I. PFH WOOD SCREW to Rome STEEL 11 10 x 1 I.G. PM WOOD SCREW STEEL 12 8 z 2" LG. PFH WOOD SCREW STEEL 13 8 x 2 1 2" I.G. PFH WOOD SCREW 14 NOT USED WOOD 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK W000 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK ALUM. WOOD 19 ONE PIECE BUMP FACE THRESHOLD THERIJA-TRU WOOD 20 HEADER 4.656 x 1111 -TRU PONDEROSA PM 21 NOT USED 22 HINGE JAMB 4.656" r 1111 " -TRU Pl1NDEROSt OD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER 11 WR68T .052 WALL GLASS25GLAZING, 1 2 INSULATED TEMPERED CLASS 26 NOT USED STEEL 27 8 x 1 LG. PANHEAD SHEET METAL SCREW F min =6200MOLDIDOPENLRFFRAMEf7(TRIIDED SNC wdn the SMC 28 29 4o x 1 4.OMM 28 STEEL 30 NOT USED VINYL 31 INSWING SIDELITE BOTTOM BOOT 32 1 8 THK. CELLULAR GLAZING TAPE SRK-9 TAPE STEEL 33 1 X .04 DIA WIRE BRADS WOOD 34 3 8 QUARTER ROUND MOLDING 35 BLANK JAMB 4,Fi56 x 1.211 THERMA-7RU, PONDEROSA PINE 36 SIDEUTE SIDE STILE ERMA-TRU 1.531 x .656 NDPOEROSA PINE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREWY STEEL 38 NOT USED 39 NOT USED SILICONE 40 SILICONE CAULK 41 42 NOT USED SMITE TOP Q BOTTOM RAIL -TRU 1.531 x .656 PONI>ERO6A WOOD 43 IS x 2 LG. PFH WOOD SCREW STEEL STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT TCM 46 NOT USED STEEL 47 48 NOT USED GLAZING, V INSULATED TEMPERED GLASS CUlSS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS ERMA-TRU WOOD COMPOSITE GLASS HOOD Sp CC BOTTOM RAIL 1. 0 x .94 ElOMPO9IE 51 3 16 TAPCON ANCHORING ELCO, 1.75 MIN. LG. STEEL5213116TAPCONANCHORINGELCO. 2.5 MIN. LG. STEEL 45354 10-24 SEX BOLT PLASTIC LIP LITE FRAME PVC with o yield stre th F min =2 145 Psi PVC 453" GLASS SITE I FXT RIOR 0 0.. o o... o..d a. O - :0' • INTE6lQB Z 6co a Y ZLt 0 1/8" TEMPERED S GLASS a O co R v 1/4" AIR ro d - I SPACE QlL Z O „") S18" DECORATIVE LU O o O GLASS jL 1/4 AIR r; 3 Q00SPACE INTERCEPTEL 1/8" TEMPERED Lu a IH5I ATED TEMPERED GLASS CLASS1" ci e IN DETAIL SHOWN W _ oz CLASSIC CRAFT" SMC LRE TRAMS REQUIRED FOR DOOR PANELS) 453" GLASS Y 46 BITE 2 1 in n o 3 0 V o zEXTESI1/8" ANNEALED o GLASS yy 0.• 0 25" AIR oz o .: o: Q' 0 0 SPACE a 0 '° 0 ANNEALED 5 GLASS I RI R 0.5" GLASS BITE MOOOZY 25 STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS W/ PVC LITE FRAmE GLAZING DETAIL SIDELrrES ONLY) 0625" THICK DOW 795 GLAZING COMPOUND 1/ 8" TEMPERED r o o" AIR F112SPACEEMPEREDGLASS s1s. 684 t r 1/ 2" STEEL INTERCEPT SPACER y yv> MAL F(® • ®• NTS yl r, YJ we er WLN RW 3/ 4"- GLAZING IN TEMPERED Sz A4$lJ v N • ciA71Nt' DETAIL SHOWN W _ / J` • ° A""" 10 a Assic CRAFT' INTEGRAL UF 5-2164 SIDELITES ONLY) / r 14 A --I rl _ or e MASTER FILE 'rT MANUFACTURER NAME: NERMAOTRU® - vL1S.41C CRAFP oummINa"SINOIE AND OOLIBLE W/8 wmur SIoEl.RFS INSULATED FiSaMLASS DOOM WfTN WOOD FR/ ws 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MNMI-OADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY To TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHHAALLL BEBEYONDWALL ANCHOREMBEDMENT OR STUCCO. TO E MATERIAL 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT MEETS THE WATER REOUIREMENTS FOR L41wi-OADE COUNTY WITH THE USE OF THE HIGH Dw BUMP THRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW. 6. MIAMI-DAOE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESJDENTViL Common Door n rg ass (SMC) skin 0.1 OS" min. thk., ideate Sheet: 0.07 min. thk. with yield strength Fy(min.)-6,000 Polyurethaneloamcore, withl.9 C. density by BAS . i n• The nel skin is constnrcted from a 0.095' thk. sheet moldingcorn I. theppaointerior can't, is Q with 1.9 tlu. density 845E ppfjvefham roam The panel race sheets are gkxd to the wood sties and ryh The etandhirngedoesareLVLorLSLThebtdis1Zerhicha1.03 X fAl nd is theblchreinlpcemenLthelopandbo8omrdaredowoodcDosTemal . In thedoubledoorjpxpnLiontheinoclnedoorskitedrrlhanesWdeddurnoumosbogolof 606 -T6 auoy. Frame Construction: The frome is constructed from roger jointed 3G5 wide x 1.17" thick The header s ** W jmnbs with ( 3 /8, s 25' pis Heod Wit Screws Rje threshold at b Len: tot W. gl MTh (2 16go. f 2 crom l 2 " staples each sde. The nxAbns are secur together in o side5le appliwtim using /8 yz Ipg PFH Wood Screws (6) screws ppeerr each -'Agy The units uses an m9 Bumpthresholdmeosuring4.615 s .837" SIC UPS LM size is 275' wide 150.19' high secured w i 1.75 PhrIIiPS Pon Hood S. Tix frortr on eeokd with dfcona cou" (pow 795) to sidMe panel and to the glens Sderae Gimire: SYC Lip Ute with the yield strength Fy(mh)= 6 200 Ps & TUC Up Lite with the yie%(strength Fy(min.)= 4,674 Psi - 0A sue is9.85• wide s ULM wide secured wik16) 8 x1.75 Ptdips Pon Head Sovm The frame ore eeoled with sone cou" ( Dow 795) to riddle pond and to the gloss. Integral nosh Gkzed - The side6te sash face ponets an mo11 to recei a the insulated tom. Th glass is attached to the sideite lace sheets with OKOw glaring cwW u'd (Dow 79! TABLE OF CONTENTS SHEET 11 DESCRIPTION L WIDTH 36" MAX. PANEL WIDTH n Lu J i 24. 5" Ci = i W MAX' D. L. O. J w I- TYP.) m a 2 t3 o 00 S x O Nr, O1n n Coo h f05. 5" MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH -{ MAX. w/ASTRAGAL I n D TFRAME WIDTH DOUBLE WISIDFL Y SINGLE OLMaNG VhH@ OPTION 11 W/ SURFACE BOLTS 74.5" MAX. OVERALL FRAME WIDTH SEE DETAIL A" SHT.368.5' MAX. OVERALL H7DTH- n MODFI SS 36.625' MAX. Au-yaa L24.IS" FROM INTERIOR .LO. r- J o o / u J24. 5" Z / MAX x w D. L. O. x a / TYP) / m WJ K n n 1 n O lit SINGLEW/ 510FILITES OUTSMNG DOUBLE F OIITSWING UNITOPTION II W/ SURFACE BOLTS DESIGN PRESSURE RATING WHERE WA ER INFILTRATION REOUIREMENT IS NOT NEEDED OPTION I W/ OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION II WITH SURACE BOLTS & WINp,IAMBER II ASTRAGAL 70.0 PSF -70.0 PSF 13.9375" MAX. WIDTH 7.125" MAX. D.L.O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 15. 5" MAX. FRAME WIDTH 13. 9375' MAX. WIDTH 7.125" MAX D.L.O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELiTES) O> O co O to o0 ZOn U Wto 8W 3a00 M CO n W d 813. 664.3531 N.T.S. er: WLN wr. RW MG No: S- 1167 C6 6 7 T 5 zkn 1.6S- ULM. PANEL THK. 29 ca SEE GLAZING T DCIAILS w INTER 40 19 7 rax w a in I 1.66- NIL PANEL THICL 0 SEE GLAZING DETAILS INMIO 28 PANEL-/ MGM CAMI ,TSWHG DOOR P 2 OUTSWING DOOR PANEL W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TA" CEID4,TITAT, JITICYRIDAL 4F .--L- 1.3 2 34 1.68 11011N. 0 0 0 % n rnI PANEL THIL 00 a o 42 Q SEE GLAZING DEIAILS 49 0 000 00 C, 1 049 0 42 20 4 cl! 52 4,3 SEE 5 OUrrSWING SIDELITE PANEL THE CROSS SECTION IS SHOWN W/"rHE 'CLASSIC CRAFT nAw mAzm & 3/4' GLASS SE 0Z LJ > n 04co 00 0 V)— CL a T M 0 i U) O Lu NOTE 0 o SHT.. ::23 0 00to EL nlJ tj 44 M... E NOTE SHE 4 VOTE T. 4 p:.V.YT= 613.664—Wi 11 /Vo- I ac NTS WLN RW S-2161 Qi 2 or -L ASTRACAL RETAINER SOLT 8.0- LG. TOP SOT -TOM (2) BOLTS i AT TOP & (2) AT BOTTOM 4 E SEE I SHTA 0 ASTRAGOkL OPTION 1) 0 MULLION 05H 1.15 MIN. EMS. 25' MAX. StuM 15- MIN. C-SINK EXTERIOR 43 . 6 49 0 140 0 6 NNn36 SEE NOTE u tj vi 34 9 SHTA 16 17 3 INTERIO 0 SrDam TO a" DETAIL'A OPTION a SURFACE BOLTS) T J. J: E NOTE ticA SHTA F, F 513.684.3531 L. 11/5/01 Y.c NTS a or. WWLNN K* Wf: RW A.W -OZ S-2161 m 3 or 9 25 MAX. SHIM SPACE 13 U _ J co 2 UAW q Q i Cj= 8 a 4J pWU EXTERIOR o 0 o e t 1NTER1Q6 6 U w 29 En 15' MIN. 1 RI N7 C-SINK 4 LATCH JAMB TO BUCK, 1.15" MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SIUCONE GLAZING COMPOUND DOW 795). 2. SPACING FOR /8 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3, 5 18.25. 40.5', 59.25, 74.25 76.25' do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) /8 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) /8 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) e x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0, 19.75'. 33.5 47.25, 61.0 do 74.7'. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A /8 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A /8 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A /10 x 1 3/4" SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1 x 0 04 Dw WIRE BRADS AT 1 FROM EACH END A MAX. OF 12' O.C. SEE NOTE 1 SHTA 25' MAX. SHIM SPACE z i 10 a 15' MIN. 1321C-SINK 4 HINGE JAMB TO BUCK, 1.15' MIN. 18 EMBED. SEE NOTE EXTERIO Z Y 1 SHT. 5 13 3 a 1a SEE NOTE 5 SHT. 4 0w00 ° 00 O o 000 Z g<Ci ili 36 U W Lj o Li 34 a 33 SEE NOTE 9 THIS SHT m 7 SEE NOTE 7 SHT. 4 6 i 11 8 3 HR NT R nN 4 O STRIKE JAMB TO SIDELITE E NOTE 6 T. 4 Y++ra't a lltt'Lj(aKvZIu A MA \ j j o UFA R N1 o o co nQ 11I 8 :5 n OHO w In n W co d 513.684.3531 S:AM NTS Mr. or. WLN 0°c ar: RW mumcD. S-2161 s 4 °f 9 SEE DETAIL SHEET 5 B 6• 6 6 3' 3' 3 6" 6' 6' 3• f -3' 3"-1 3" 3_ I II II 13 II I 73 II TYP. 113 I TYP. SEE DETAIL SEE NOTE 3 SHT. 4 SEE N0TE F- SHE 5 SEE DETAIL 6 SHT. 4 E", SHT. 5 TYP. SEE DETAIL SEE NOTE 6 SHT, 4 13 _ G SHT. 5 TYP. SEE DETAIL H' SHT. 5 ro 52 B' S151 1 1 TYP. I it I TYP. 3 -i Y3 3 3• 6" i n i n 13 SEE NOTE 4 SHT. 4 ro' TYP. SEE DETAIL 'C' G_ SHT. 5 52 . 3' 6' 3" 6" O a0 O to 00 10SEE NOTE 3 SHT. 4 aox QQ Z O n Q in C 1W g3Q00 V 00 a VI SEE NOTE 4 SHT. 4 SEE DETAIL - H' SHT. 5 SINGLE DOOR DOI IR1 F DOOR W,69DELM 1 ~ DRILL THRU FOR A 0.357' BOLT DEEP 1 ENOUGH FOR A 2" o NOTE: _ BOLT THROW USE ITEM 113 A 18 x 2 112 PFH WOOD SCREW T z SEE NOTE ATTACH THE STRIKE AND OEADBOLT PLATES 70 THE SEE NOTE 1 THIS SHT. JAMB OR ASTRAGAL EXCEP1 IN THE MULLED eunne,o 7 SHT. 4 SURFS BOLT APPLICATION WITH THE SIDELITE USE ITEM 143 A is corrsu r rrts u c 0 13 43 STRIKE PLATE g13.Gga3831 43 37 2' PFH WOOD SCREW. 11 DETAIL I we it 5 O1 O RETAINER BOLT HOLES wuc N.T.S. 10 & OPTIONAL SURFACE SURFACE BOLT BOLT STRIKE P TE ®( ow er. WLN STRIKE PLATE d-11EOVA Be .LFG _ RW Al 13 43OPAVVC ASTRAGAL STRIKE PLATE 5-2161 10 DETAIL I OLOTP SOTRTE IKPUTATECETHISSEE 5 IT. DETAIL 'G" MANUIFAC _jTXR N j s++m 5 or 9 SIT -; 11 y SEE DETAIL SHEET 5 6" 3" io 6 -'1 6 3 r 6 1 13 I- 13 TYP S SEE NOTE 3 SHT. 4 f v, TYR SEE DETAIL in mN t3 F' SHT. 5 - O, a 0Of a SEE DETAIL1 G- SHT. 5 3" 3' 3'- 36 63 3 rrSEENOTE SEE NOTE n3 SHT. 46 SHT. 4n 13 SEE DETAIL _ SEE DETAIL N 'E" SHT. 5 SEE DETAIL TYp_ SHi. 5 H_SHT. $ ui TY7YP. TYR 3- - SEE DETAIL L SEE NOTE "G" SHT. 5 51 51 _ 4 SHT. 4 tI TYP. i t t It 6" -i F- 6 3 I --i F 6 O K' . M. 'K' TYP.- TYP. 3" --i 3. 3' 6" 6" 6' 6'- 3' 3' SEE NOTE i 523' 4 SPIT. 4 SEE DETAIL H' SHT. 5 OO FJ DOUBI F DOOR SINGLE DOOR W/SIDELTTES 1i:dl V Ji r11LLt11,LLd 11' llelr tJ UILJCU 11JJo o o 1'e p''' W iQ 1 0 1•kt 1C t`i1%,t' r11 ntj il J It Lli.i.Jlil LV c IL n Ln Lj o co00 J Lf) - CL O Z O MUf) Ld O t` 1 O 3QCO ui a Z G nw p J 0 Z U O O V) U Iv B13.654.3831 L• 11 6 01 N.T.S. a 9r WLN K. or: RW ovoc N0: S-2161 to 6 ov 9 0.5" CLASS BITE Y i SEE NOTE 1 s THIS SHT. 4-GLASS 8TEMPERED GLASS oo1/ 4' o •e o• o A! R SPACE 8- TEMPERED 8 x 1 3/4' PPH 1/ 4- STEEL INTERCEPT SPACER 1/ 2• INSULATED TEMPERED GLASS GIAZING DETAIL SHOWN W/ rI ASSIC rvecT' TGM LRE FRe E SIOELITES ONLY) 0. 5" CLASS SEE NOTE 19ITE THIS SHT. o o • o 0 8 x 1 3/4' PPH 3/ 4' STEEL INTERCEPT SPACER 0625- THICK DOW 795 GLAZING COMPOUND 0. 5- GLASS BITE SEE NOTE 1 THIS SHT. 0 0 • co0 • 0 18 x 1 3/4" PPH J 3/ 4- STEEL INTERCEPT SPACER 0. 5" GLASS SITE — Y i N 1/8- TEMPERED 0 GLASSTp 0 p0p e % 0 3/ 4' AIR SPACE O 1/ 8"TEMPERED SEE NOTE 3 THIS SHT. GLASS 1/ 2- STEEL INTERCEPT SPACER - 0625' THICK DOW 795 GLAZING COMPOUND INSULATED TEMPERED GLASS Cl e71INGDEIA! L SHOWN W/ SXr V1. THE 27.5' x 50.19' DOOR LITE IS SECURED WITH (16) /8 X 1.75' PHIL LIPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0-. 13.75 AND 24.5" FROM THE LEFT SIDE. THESIDESTILEANCHORSWERELOCATEDAT3.0', 13.25'. 23.625' 33.875' AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) e8 x 1.75' PHILUPS PAN HEAD SCREWS SPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES FROMTHETOPDOWNTOPDOWNAT5.5 16.5'. 27.5" 38.375-. 49.375' AND 60.375-. 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 0625" THICK DOW 795 GLAZING COMPOUND 1/ 8" TEMPERED GLASS 3/ 4" AIR SPACE 8- TEMPERED i GLASS o S 1' INGULAT D TEMPERED_S:l acs n e71N6 DETAIL SHOWN W/ o - CLASSIC CRAFT' SMC LTTE FRAME REQUIRED FOR DOOR PANEL) 0625- THICK DOW 795 GLAZING COMPOUND 1/ 8' TEMPERED GLASS 1/ 2- AIR SPACE TEMPERED LASS tn rs n o 3/4"' INSULATED TEMPER D Sc ri e wr. DETAIL SHOWN W/ CLASSIC CRAFT' INTEGRAL GLAZING SIDELITES ONLY) OLLI n 4a o coo O In °Q ogOn UU N lal0a00 co a s y emov AWI t5O1 iNAME xxcomWLNMANUFACTtRER MG. W I.^ Li RW v ox yuc 5-2161 4.03- h 1 OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP f- 1.077" —{ ann RF TOP & BOTTOM -RAIL FINGER JOINTED PONDEROSA PINE m 1.54" o.nn rrc Of AMV vnF -Znl F FINGER JOINTED PONDEROSA PINE 39' RED OAK CAP cm o O 1.46" CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA. RADIATA. PUL.U. EwOTTII. TAEDA OR SUGAR PINE. DOUGLAS OR WHITE FIR. CEDAR. INCENSE CEDAR OR REDWOOD. K40 • 1.7D' Pf THREAD J 1.47_ --i 1.47' gcREw. u4M as 4.0 I e, , 28 m n m m 1.375' CC BOTTOM RAIL O rr. iOP RAIL O PPH PL" WOOD COMPOSITE WOOD COMPOSITE r VARIES a W/GLASS THK. l L j 1 O O O O TI6 09 7' T w _ y 1vQt AO4x4STFFLDOORHINGEM ! 1 4.565" L I J- t 0 2 WOOD FRAME m I 4.615' 2.203" 1 T 0 19 OIRSIMiNG BUMP FACE Al UMIN M/WOOD THRESHOLD 050" WALL TYP. MASTER F"'LTlE HIGH DAM THRESHOLD 39 O> O co 0 0 co goinvl o W o 3Q00 n w a 4i 513.04.3831 NTS o.o e. WLN ooL We RW DPAA s w: S-2161 s rn B a 9 RP 1 i F18ERGlASS 2 3 X LqM StrAOCK BLOM - q CC R9 ME MMETIU LVI OR M d OK L46 x 1.4 5 6 NOT USED URETHANFOAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH C0MPRESSION WFi1T1O RSTRIP 1HERMA 8 LONG REACH COMPRESSION WEA USW FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 x 3 4' LG PFH WOOD SCREW a to Forme STEEL 11 f0 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 2 LC. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD162xINNERWOODTESTBUCK 17 MAX. 1 4 SHIM MATERIAL WO00 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRLSHOI D ERMA-TRU ALUM. WOOD 20 HEIM 4.565 x 1.17 -TRU PONDEROSA WOOD 21 NOT USED 22 HOICE 4W 4.565- x 1.1 -TRU P01IDfROSA W 23 KWIKSET TITAN 700 SERIES OEADBOLT 24 ASTRAGAL WINDJAMMER It WR68T .052 WALL ALUM. 60 25 GLAZING, 1 2 INSULATED 7E14PERED GLASS C1ASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 ICE UTE FRMI G -TRU SMC 6 23 STEEL 29 40x 1. 4.0= 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-O TAPE 33 1 x 0.04 OR MIRE BRADS STE EL STE34 3 8 COVE MOLDING WNW- 3$ B1AAK dAL® 1565 x 1.1 -TRU. PONDEROSA POD: 36 SaDE1JIE SINE SRE4 TRU 154 x . POHDQKISA WOOD 37 10 x 1 3 LG. PFH WOOD SCREW STEEL 38 LATCH AN 4565 x 1.1r fom-imPpIDEROSA W0O0 39 HIGH WATER DAM THRESHOLD 40 SILICONE CAULK SILICONE 41 42 NOT USED RLUTE Up t BM M TRL 1-4 x .5 PlTRT6lSA WOOD 43 PIT 2L.G. PFH WOOD SCREW STEEL 44 3 16 SEX SOLT STEEL STE STEEL45IVES4548" SURFACE BOLT 48Pusm LLP LrTE FRAXE- TCM with yield sV F min = 4,671 psi i-7 28 & 46 STEEL- 8 X1-3 1 PPH SCR FOR ITEM CLASS 48 GLAZING, 1 INSULATED TEMPERED CLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 CC SOiTW RAIL (ISO' x W* nM-iRU VOOO CDIPOM WOOD oDwwff 51 3 16 TAPCOII AND 0 0C ELCO. 1.75 WK LG. STEEL 52 3 16 UPCON ANCHWC ELCQ 25 IK UZ STEEL I 8. 0' -- I ASTgA AL. RETAINER BOLT c•i MATERIAL: C/ R ROD ZINC li do YELLOW CHROMATE 3' in N O N DRILL TRU FOR A 18 PFH WOO DRILL TRU FOR SCREW 2PLCS . 357' DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER If WR66T STRIKE PLATE 1 1" -,- RETAINER BOLT t0 N 179 RP e COREWNYLJACKET1.158' N to rnO7 .35- — i COMPRESSION WEATHERSTRIP BY THERMA- TRU FOAM CELL CORE W/VINYL JACKET in 1 TRAL rLV A Y'o N N i MANUFACTURER NAME 767- - MASTER FILE # WINDJAMMER II WRT ASTRAGAL (ALUMINUM . 052" MALL 7YP.) o> N O co p aN2 OwO3aGO to cay of il- ® wt. WLN er RW 5-2161 i 9 a O ap 0.5' G1A55 0.5" GLASS BITE .0625- THICK DOW 795 p to O °Q Y SEE NOTE 1 GLAZING COMPOUND p U g0,^,1 SEE NOTE 1 BITE _ THIS SHT. u THIS SHT. 1/8" TEMPERED 1/8' TEMPERED = pLj n ASSGLA55 p 000• • , o . 3/4" AIR SPACE 01/4" AIR SPACE o o WzGo' •° 8' to TEMPERED T — 1/8" TEMPERED GLASS YZ GLASS 88 x 1 3/4" PPH 88 x 1 3/4- PPH Ln 1' INSULATED TEMP R D ASS 1/4' STEEL INTERCEPT SPACER 3/4' STEEL INTERCEPT SPACER cU cIa ING DETNL SHOWN W/ '.,z 0625- THICK DOW 795 •Ci ASSIC CRAFT" SMC LITE FRAME 1/2" INSULATED TEMPERED GLASS GLAZING COMPOUND (REQUIRED FOR DOOR PANEL) o e71NC DFTAI SHOWN W CLASSIC CoecY TCM UIT_E FRAME_ SIDELJTES ONLY) g N z fV 0625" THICK DOW 795 C° 0.5" GLASS SITE GLAZING COMPOUND oISW. o o uz 0.5" GLASS Z 1/8" TEMPERED a us n CLASS 1c. SEE NOTE 1 BffE ' y^ 1/8- TEMPERED 0 THIS SHT. ^ ] GLASS O O O co % 04 1/2" AIR SPACE o c o 0 3/4' AIR SPACE O O O O 1/8" TEMPERED OT z GLASS 1/8- TEMPERED SE THIS SHT. eENOTE3 V) B x 1 3/4" PPH GLASS g 4"" IN A D TEMPERED GLASS 3/4" STEEL INTERCEPT SPACER r.I A iNC DETA11 SHOWN W t/2' STEEL INTERCEPT SPACER -C ecaC CRAFT" INTEGRALGLAZIN.. 0625" THICK DOW 795 (SIDELRES ONLY) GLAZING COMPOUND 1- INSULATED TEMP RED GLASS GLAZING DETAIL SHOWN W/ Q L Cl ASSR,&Wr M M •'•' sou CONSUL7AM5. u T1 1 0 613.684.3631 1. THE 27.5" x 50.19' DOOR LITE IS SECURED WITH (16) %8 % 1.75' PHIWPS PAN HEAD SCREWS fit, !4JIg ny SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0". 13.75" AND 24.5" FROM THE LEFT SIDE. wm 11 5 O1 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0 13.25 23.625" 33.875' AND 44.125' o SCAM FROM THE BOTTOM OF THE LITE FRAME. 4 p U ty . e, WIN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75' PHILLIPS PAN HEAD SCREWS p rp RW SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125" FROM EACH END. SIDE STILES L ^ cl p FROM THE TOP DOWN TOP DOWN AT 5.5'. 16.5". 27.5" 38.375 . 49.375' AND 60.375 t- ` 5-2161 3. THE SIDEIRE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. } sxm 7 ,x 9 r ^ s < - ' : ti 4.03- 3O cr LATGH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP SIDELITE TOP Ae BOTTOM RAIL FINGER JOINTED PONDEROSA PINE r— 1.47 ----1 co co rr. BOTTOM RAIL OWOODCOMPOSITE ff— 2z n 1.54- 11— nr M Aide QnF STII F 36 FINGER JOINTED PONDEROSA PINE n rr. i0P RAIL OWOODCOMPOSITE 0 0 L o 0 097-F-- O 4 x 4 STFFL DOOR HINGE 9 39- RED OAK CAP o +. Cr HINGE SIDE STIL CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL PONDEROSA. RADIATA. PUW, ELLIOTTII. TAEDA OR SUGAR PINE. DOUGLAS OR WHITE FIR. CEDAR. INCENSE CEDAR OR REDWOOD. DIM. VARIES Ln vQi W/GLASS THK. N _ 1 x4o . 1.79' yr THRM J sonw. ukw mt 4.0'. - o,r FRAM 26 i T AL, 4.565" 1 T ul 0 2 35 WOOD FRAME vNi 4.615' 2.203' Nt 1 r 19 OIRSWING BUMP FACE n ALUMINUM/WOOD THR SFH= 050" WALL TYP. MAS,rp'll FILE HIGH DAM THRESHOLD 39 o > r, O cco 01n - coI CL o N O W O Q co CCW a lil 513.654.3a31 III NW • o wc. er. LI ono m RN DRAWNG AN5-1161 4 Ifeml R Pi 1 i 28ERGLASS 2 3 4 a - 14 OR ISL R OK I.46' x I.4 5 6 NOT USED POL RETF4AN OAM BASF, 1.91bs. DENSITY 7 SHORT REACH COMPRESSION WEATHUtYlffP TELERAN-TRU FOAM 8 LONG REACH COMPW-EY N WEATHOWRIP THERA4A-TRU FOAM 9 d z 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 x 3 4 LG. PFH WOOD SCR£lY a to Frorne STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 2" LG. PFH WOOD SCREW E L 14 NOT USED 15 NOT USED WOODt62xINNERWOODTESTBUCK 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KWIKSE7 TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. WOOD 20 HEADER 4.565 x 1.17 -TRU PONDEROSA PINE WOOD 21 NOT USED 22 HINGE JAMB 4565 x 1.17 -TRU PONDEROSA PINE W 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER II WR68T .052 WALL ALUM' 606065-T6 25 GLAZING. 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW;1ESTEE 28 TRUFRArength1Cwith CUTE FMC. 6 29 x 4 Onm /OR Z8 30 NOT USED 31 NOT USED 32 1 8 THKCELLULAR GLAZING TAPE STIK-II TAPE331 x0.04 DIA. WIRE BRA0534 38" COVE MOLDING35 LTLWKJAB4.565 x 1.17 -TRU, pONDEROSA PPIE36 SfDEUIESIDESTII -TRU IS4 x .67 PONDEROSA PK37 10x134LG.PFH WOOD SCREW 38 LATOI JAMB 4.565 x 1.1 - FOPMO SA 39 HIGH WATER DAM THRESHOLD 40 SILICONE CAULK 41 NO7 USED WOOD 42 ff MP f 0W RAL -ffdl 1-4 x 3 Ppd1M 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STE STEEL TCME seen th F mn. = 4,674 si 4 V X,F1'3 4 PPH SCREW FOR ffEAd 28 k 46CI AESES48 1 INSULATEDTEMPEREDGLASS49GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 a somm RAIL (130" x .I i, THERw-mu 11n 170e09IE) MOOD C01 51 3 16 TAPCON AAVpRNG aco. F75 wK LG. STEEL 52 3 16 IAPCON ANOpRNG m ZS Im LG STEEL 8.0 O - ASTRAGAL RETAINER BOLT N MATERIAL: C/ R ROD ZINC "? do YELLOW CHROMATE 3" DRILL TRU FOR / A 18 PFH WOO -/ DRILL 7RU FOR SCREW 2PLCS . 357" 01A. ASTRAGAL RETAINER BOLTS MNWAMBER II WR68T STRIKE PLATE I---- t 1 jf RETAINER BOLT ro I ' N rn NO- I . 179" 4 MP 1KLKbIKI FOAM CELL CORE W NYL JACKET 1.158" N e o, 7 .35- -- i F• O COMPRESSIONWEATHERSTRIP BY THERMA- TRU FOAM CELL CORE W/VINYL JACKET I c: N R®RMa a. ®. A. Fo N MANUFACTURER NAM N MANUFACTURERErryi iiiv" i lulu 1.767" MASTER FIL E # WIN AMB24ER II WR687 ASTRAGAL (AlLUMINUM .052' WALL TYP.) Lu 04 O Do a0= co go u• I ErOWO 3Q0 00 W c*_ d NTSat. WLt fir. RW W. .c.. 5-2161 9 or ! N IT76 1. TESTED IN ACCORDANCEWITH STANDARD BJILOING CODE. CHAPTER 17. TO A POST I IVE AND NEGIAT IVE 37 5 PSF. 2. DASH PL em REPRESENT VAR IQ$ SEC IKN K4110S. 3. FOIR SEC? TOv 7' Hi OI ppOR 9OIVN. 9• H101 DOORS HAVE FIVE SECT1". 4. 5[C11 ON KICHT OF 70.612, 19.00 A 16 75 ARE AVAILABLE AND ANT BE I= IN C0.611NT ION 10 A041EVE VAR Q)S HE ICHI DOORS. S. 0005RENT PA TERN OF 14. 50 X 70.375 SOW4. ALTERNATE PAITER6 OF 12.50 X 4].]75 AN) 12.50 X 20.375 LNT BE l6ED. 6. IORSIQR SFRIK S. 940IN. EXTENSION SPRINXS AVAILABLE. 7. LSE THIS BRACKET. REF PIN 405954-0002. v+ 6• HIGH DOORS OILY. 6. WINEM WAY BE IISTAL LED IN THE TOP SECTION OR THE SECTION IM.EDIATELY BELOW II•E TOP SECTION. 2• X 6' WOCO JAAQ 2' X 4• WO(D JAWS OR EOUI VAIENi k- l405954- 0001 TRACK BOLT EF 5/15 X 1 3/4'R LAG SCREW DETAIL ' E' SCALE: 1 /6 3 r 9. THE STRUT RACDAM O4 DOORS CO STRUCIED WITH 5 OR MORE SECTIONS M,6T BE Ima CONSISTENT WITH THE DOOR 5101WV. TK STRJTS FOR IK ADD1T10NAL INIE ' TER FILE • IITr 9 IIKr SECTIONS AIE ro BE PLACED AS 9-0- a+ THE THIRD SECTIONCONSISTENTr 10. THE STRUT PLACEI.ENI OII.ELN ION ON ALL SECTIONS LESS THAN 20.512• RER BY THE DIFFERENCE BETWEEN IK ACTUAL SECTION FEIOiI A 20.812•. eO 11. SCREW P/N 60HII-0001 IS A 114• DIA X 5/6• LDNG TYPE AB HEX HEAD LETAL SCREW 12. POSI TO BE INSIALLED ONLY WEN M104 WIND WARNINCS ISSUED. 13. STRUT PLACCIENIS CAN VARY 43'. 14. ( LJNNIIir FOR LOCKS CAN BE0. 1, (1R 2. TRACK END r.fi9 END HINGE 0 - 2. 093 ' 000 VIEW ' D-D' 1/6• DSB 2' TRACK 9 THK (VERTICAL) I II SECTION ' C-C' 2• % 6' WOOD JAW6 2' X 4• WDOD JAMB -D' SCALE: 1/2 Ca Ea(vALlalr 12: ONTAI TRACK f IXXmomkLANCE 12 R TIKTNL SPLICE IN HORIZONTAL TRACK Al 407605-0004, TOP OF RADIUS TIP 2 PLCS 40462E- 0000003 D' TYP 2 PLC.S4- 0002 a7 400650-0001 HS- 1 TYP3 PLACES D46450- OW,3 -'----'-'-- .. FIXTURE I 5. 00 36.00 E• B' 'B' STANDARD TRACK DETAIL FOR 16' 4os771-o001 P/N 4 0462E-0003 SCALE: 1/ 16• • 1• 16•-0• MAX. WIDTH - SCALE: t/ 16••1• SERIES 280 THdJ 289 ARE EAUIVALENT MVSTRL.CTICN 25CA STEEL INTERIOR ELEVA71ON SERIES 180 ARE S4W CP'6TRXrlQlV AS SERIES 280 LYVLY 240A STEEL AND ETD GIPS DOOR TESTED WAS 251 SERIES. OPTIONAL WINDOW DETAIL SCALE:3/ 32 SPR INC. ANS}O1R Y / BRAG KE I DOOR WIDTH CENTER STILE END STILE 1OLT STR7TS/SECT. ROLLER TERTICAL T AGE IJPERFT) IU 3 SNNME I T'ES 2• X 7/15- 049- too J- DETAIL SCALE: 114 16' WIDE) 11ER STILE 406660- 0004,5.E PLCS) 407603-0001 9 PLCS) 7: 7 il/ IER NOTE 4 401199- 0001 IYP 2 PLIES; 40462E-0003 IYP 2 PLCS L ffam JCE 4r j - 1 7/ 6' THK. SECTION 'A -A' SCALE: 1/4 6w-o g 7=M1. 1 11I W t M 4A. AW A41A• W..WA WVWrWIr. rn jm:r"-m- T:;v •!••4•. A 41/M M A UW4W W WQ WW WW.4ar AW rWWA AflfWq W/40 4Mt, DAVID 01/13/ 99 REST Si CR 16'-Q' L44X q WIDIM.INDLAIC 02/19/96a, 409335 0214f H6 d,3 IS 44Wa 1 LLNI, w Iatl I"0, a 1o+w ants.n I I e PDt W 10141 a/1 /n 40575wvc n 1q, a +o,a ANCHOR W/ 4-5/16 X 1 3/4• 0 I 2 11/32' LAG / SCREW +.I 7 71 tf j.- .091 MI N 2.25 LENGTH . DOOR WIDTH - 11 . 6.04 .10E rHC. 1/6 O O O 2T1H qOW O 2 i3/Ji 3 9/16' 0 0 1 7r' 5 O 10 4 S/ O O O O i 070 MIN.-4- 5/6 MIN THC + e• O O O O 2 7116' PM 4006SO-XXXX, ROILED HS-X STRUT MP40932E-0001 PLAIE.MASP P/ N 401199-0001. TOP FIXTURE PM 403771-XXXX DDT. FIXtLRE PART NJ.R IN. I I FOR t60/260/290/390 SERIES 400650-0001 .030 F6-t 1 I AT TAW TO DOOR WITH 400650-0004 .020 F6-0 4 SCREWS PM 605911-0001 ATTACH TO DOOR WITH 3 SCREWS PM 605911-0001 PM 061601-0000. SLICE L00( ASST STRUT I 0 I DOORSECT ION I u I I 57 2 9/32 REFtn. 070 MIN 0 0 0 L• H 3 3/ 2 9/SIN O I a0 00oH• o 0 2 1/i• o p 2 3/6• OO OO.070 MINO OI0010E .10E MIN4f 7/ 16 F 0O0 PM 405964-0002. BRACKET. SCAB JOINT 6 00 J 3/16 O P/N 405964 t 046450, BRACKET, SLAG 1 PM 407803-0001, CENTER MINCE O O PART. NJJ L 'L• O O STEEL OOC<S ATTACH TO DOOR WITH PM 407605-)000L, ENO. HINGE 405964-0001 I 4 SCREWS PM 605911-0001 RESID. STEEL D70Z5 046 0-0003 4• 5. 00 AW1 NJ43R7t I •I•r PM 409331-0001 PLATE. FLOOR 40 7605-0002 '65 SCAB B OIET DETAILS 407e0- 0ow 1.10 I..-4.5E—•- 2. 765 156 DIA su7b5-0oos ,.a3 p 40760a- 0DOS ,.so t h C f Fr `y 1„. ATTACHTODOC4RWITH1.6T_ RANfGE rrF L •r° 4 G 0 I I 4 SCREWS P /N 60591 t '0001 1_1 I „!!ii YY 4• ..- ` Y l' [-- N G ST F-3.00- i .375 DIA -.I T_.44 .44 - P/ N 404828-0003 ROLLER ASSY, TR-1 PM 6o6069-ODO1 PIN TR-1 ROLLER LOAD: 50 I8S. MAX. 1/ 4•-20 HEX MA I O 1 ISECT L SECT ION 7• MI°H DEW WATT SHOWING FLOOR PLATE PM 409326-)O= POST ASSTI VERTICAL MJ94VN HEAD END P 1. 2.7 TER STILE TD SERIES PM 405650-0004.5,E N'0'1'llEQ7D CH-280 SERIES-' - "-- t. 2S t lam- .167 a.. 25••'y 2.50 REF IM. NL3T • o 0 0 4. 00 p SCREW _ ;- <<.., •.'=`. S POET 375 DIA PM 6011-oo01 OR •-` c yy +• HOLES PM 60551879-0001( SELF-0RILL INGT'''• PM 406679- 0001 LINK PM 40667E-0001 SLPPORT _ • SECTION 'G- G• FLOOR PLATE STEEL STRIIS Ite' WIDE r" II H4 41+. A a 1P wf o•Y 114'C M 1 r. s. M O YM mI{fQ A 41 f. . . gym srrnM%ttmal ssrvmui . A•nr sm OWw . W 1R sf+s WA 021 t r SHIM AS REO'D ONE BY WOOD SEE NOTES) BUCK BY OTHERS BUCK WIDTH 1 1/4• MIN. ONE BY WOOD INSTALLATION ANCHOR EMBEDMENT 3/16- OIA. TAPCON SHIM AS REO'D SUCK BY OTHERS 1/4' SHIMSHOWN FLANGE TYPE SPADE YANL ( SEE NOTES) CAULK BETWEEN WINDOW CAULK BETWEEN WINDOW FRAME FLANGE t wom Bt1IX WOOD BUCK a LIMB CONCRETE MASONRY OPENING G OR MASONRY CONCRETE OR BY OTHERS OPENING MASONRY OPENING BY OTHERS BY OTHERS d G INSTALLATION El 1 1/4- YIN. ANCHOR F1NIS1 Q . EMBEDMENT 3/16• DIA BY OTHERS a TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK k WIND WIDTH M' OPENINGPERIMETERCAULK 1/4' SHIM BY OTHERSBYOTHERS SPACE MAX EXIMGB CAULK BETWEEN WINDOW FLAN EXIETt10R WIND BU L FINISH SECTION Z BY OTHERS FLANGE TYPE WINDOW FRAME HEADER WINDOW WTH. E Og B C WINDOW SUCK D EHEIGHTHEIGHT FLANGE TYPE SILL STOOL J / K 2 WINDOW FRAME BY OTHERS Su WINDOW PERIMETER CAULK HGT. F IS BY OTHERS A H I I CAULK BETWEEN WINDOW FLANGE t PRECAST SILL WITH VULKEM PRECASR SILL 115 ADHESIVE CAM OR BY OTHERS APPROVED EQUAL SECTION 1 CFNFRAI NOTES. 1) SLIM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SLOP. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063, 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEM ! JAMBS SILL MUST BE ATTACKED To THE SUBSTRATE WITH VULKEM 115 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULIOM 116 ADHESIVE CAUL( AT FRAME SILL MUST COMPLY WITH SEALANT MANUFAGTUREIL'S RECOMMENDATIONS. 5) USE LATEX CAW( FDR PERIMETER SEAL AROUND EITRIOR OF WINDOW FLANGE 6) GLASS T}OGONESS MAY VARY PER THE REOUI EMENTS OF ASTY Ef 3m CLASS CHARTS. SINGLE GLAZING 5 SHOWN. INSULATING CLASS 5 ALSO OUAUFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOFAR. THIS PRIM ALSO APPLIES TO THE 1540 INSULATING LASS SINGLE HUNG SERIES. 1 —' ELEVATION VIEWED FROM EXTERIOR l CENTFtJf,:L FLIJRMA. S.O.A.F. a4l bUNUFA.C1URM NAW-: GL•n/ERAL AL Urc/n) VM W..LQWR FUR $ -=L, COMPARATIVE ANALYSI ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS W.DWHOCHT CKTERIOR wTCR:OR HEM JAMBSSIZE 12 to 1n x 26 as 99 a F,G 13 It 1/1 x 36 3n n 76 B F.0 14 19 1n x 50 an 56 59 B F.G 1"4 16 1/6 X 54 N 54 B fA 14+5 to to x 55 4n 52 52 a F.G IS to x 63to 45 45 B F.G 16 n, x 72 40 40 F.G tqr IN3 26,n . 26 ,p x >s :N 51 51 ea F,G 1Ka 6 1n x 50 4n a F.G 1 H4N 26 1n X 54 an 42 42 B F.0 I YA45 26 1/2 x 5S an 41 41 a F.c INS 26 1/2x 63 40 40 a F.G Ims a 1/2 40 F C 30 In x 25 B F,G NM3Ox4 30 1/2x 36 3A 30 ,n x 50 An 434440 H40 e F,C 30x4f4 30 to x 54 An 40 40 a F,C 301LN5 30 ,n x 55 an 40 0 a F.G 3ME5 30 1n x 63 40 4D B C.c 22 a hu-1 51e G 23 37 x 3e 3A 40 40 B F.0 24 37 x 50 an 40 40 B F,G 24r4 37 x 54 an 40 40 8 F,G 2M3 37 X 55 3n 40 40 B f,C 2326 37 x 93 37 x 72 4040 M40 B' F,G,HJ 4a26 48 a 46 B f,r 4036 4a x 35 3n 40 40 B F.O 4a50 46 X 50 3/940 40 a F.c K4a1 48 X 54 4a 40 40 B F,C.HJ 4e4r5 48 x 55 IA 40 40 a F.G.HJ 4e63 48 x u 40 40 a F.0 HJ 2 1/81 25 45 V B F.G 33 53 ,n x 35 7n 40 40 a F.c 34 53 ,'. x 50 an 40 40 a F.G.W 344.4 53 IA x 54 an 40 40 B F.OJLI SHS S3 1n x 55 an 40 40 B FJLHLI 35 53 1n x 63 40 40 a F.GJII e 53 , x 72 u 4o e F 1 mm L WW 3LE WATERLIMITED TO 4 LEST RDUE TO WA ER TES OFPRESSURE LOTH APPLIES, POSI4MVDvE DESLCHLOADS .L91 BE LILOTCD TO 4O0 PSF DUE ro MATTE TEST PRESSURE OF 6.0 PSF ACHILVm IN TEST. 2) INSTALLARO1t FLANGE FRAME W AM IN CONCRETE OR MASONRY OPENING USE 3/10' OHA TAPWN ANCHORS OF WFFgFKT LENGTH TO PROVIDE LOX 1-1/4' EMSEQUEN1 INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 41 5[E EILVAD011 ftx4 TREY TO 7APo0N IOGDONS INSTALL Fae STREWS of SUFT1mR LEKLTI TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT 0T1471 FACTCHr APPUCD 06TM1ATION HQIS 5) IF EXACT W"Dr SZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH KDXT LARGER SIZE, FDA THE APPROPWATE DESIGN PRESSURE REOD. IDI V. GWdT 2a • Canika TE )SWf • Fd 1u 61TDu • OJ- T2 75SII outw t4m.Im, ASSEMBLY DRAWING SERIES 1440/1540 ML SINGLE HUNG WINDOW our rt ,aa n cut BEI N/A 02—i-oz •• W 0•TC SILL ,1T.11401 BY Ea _ 10 26 01 B : O0 GR17NM n: NmOUCT LECH NOlOM mR. 250 1M0R-310W FM'_ SLOE 2NL KITH RM, FLOItp. 37744 h09 'M W5-0. : 2 9 44, l t CAULK BETMCEN MOOD — INSIALLATION ANCHOR BUCK a uASONR, 3/16- OIA TAPCON OPENING By OTHERS BUCK WIDTH SHIM $PACE SHIM AS REO'0 ,_, ,PI ONE B, W000 CONCRETE OR (SEE NOTES) Fes' EMBEDMENT BUCK Br OTHERS SOIIRT OPINING Br OTHERS FLANGE TYPE CAULK BETWEENSHIMASREO'D WINDOW FRAME 4 WOOD BUCK • SEC NOTES) JAMB NUIG CAULK BETWEEN Q , 0 ERS NDOW FLANGE B, O1WER$ w00D SUCK 6 //—i a•nnc STUCCO --- By OTHERS PERIMETER CAULK BY OTHERS GLAZING WINDOWHEIGHT EXTERIOR I PERIMETER CAULK BY OTHERS I- A* YIN EMBCDuCNi 1/A Y SHIM SD FLANGE TYPE WINDOW FRAME HEADER BUCKHCIGni 1 0 4 PRE -CAST ILL J B, OTHERS RANGE TYPE WINDOW FRAME Su MA ANCHOR 3/16 dA 7NPCON O ONE BT WOOD AA• BUCK BT OTHERS AGE EXTERIOR\ ICAULK BETWEEN PERIMETER CAULK - Do. TLµGE B, OTHERS I WOOD BUCK CONCRETE WINDOW WIDTH— OR MASONRY OPENING By OTHERS drSECTION2STUCCOOTHERS WINDOW WTH. A C J f. T- p _ C_ 1 2 WINDOW H / I HGT. 1 F G MARBLE SILL STOOL BY OTHERS CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH NRKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION i ELEVATION VIEWED FROM EXTERIOR e,,_ lz o"E $,M jzrr CENTRAL FLORMA B. O. A. F. MANUFACTURER NAME: Gg,1G(iPFI_ ALJmi UM MASTER FILE 1) SHiRA, NOTES, AS R # SHIEO'D. AT EACH IN$IALIJA71DN ANCHOR W11H TOAD BEARING SNIP. MAX, KLOWABLC SHIM STACK TO BE 1/A 2) wTi OW FRAME wTERM1: AC1iM1Nuu ALLOY 6063. 3) USE LATEXSUBSTRATE wIBMHINDDVULK[b ADHESIVEFLANGErvETCA OR APPROVEDSILL CMUST BE ATTAINED TO A) APPLICATION OF VVUUM 116 ADHESIVE CAULK AT TRAME SILL MUST COMPLY WITH SEALAHI MANUFACTURER'S RECOMMENDATIONS 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OE WINDOW FLANGE6) GLASS THICKNESS MAY VART PER THE REWIREMEHTS OF ASTM E1300 CLASS CHARTS. 7) WHERE WATER RESISTAnCE TEST REOUIREYCNT OF TSi OF DCS10A LOAD APPLES. POSITIVE DESITTLOADSWILLBELIMITEDTOA00PSTDUE10WATERfCSTPRESSUREGE60PSFACHIEVEDINTEST6) INSTALLATION. FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' OIA. IAPCON ANCHORS OF SUFTCENT LENGTH 10 PROVIDE MIN 1-1/A' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SCE ELEVATION FOR KEY TO TAPCON LOCATIONS 7 w70 WOOD BUCK0)INSTALL 62 SCREWS GE SUFFICIENT LENGTH TO PROVIDE 3/A" WIN, CMBCOMEATALLOTHERFACTORYAPPLIEDINSTALLATIORHOLESIFFACTORYAPPLIEDNHC•.ES ARE NOT PRCSC'•i. E5 SCREWS SHOULD BE RACED AT MAX. 6" FROM CORNERS 6 MAX. 2A. OC 11) F EXAXT CT WINDOW SIZ 'OR I"( 1 LISTO IN ANCHOR DESIGN PRESSURE ROOD µTIT' LISTED WITH 12) GENERAL 1450 SERFS PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES 7_ THE 1550 SEPES 1001 W. C sby id.. cc -Mon. TIT 73006.10. 6A. 6tSOtZ • DdlcL 1 73St1 p.AWG IXso.tKa INS7 ALGA TION E.-TAIL SERIES 1450/1550 T_ANGE PIN p.w , h•.D A. U, I BB N /A o•I; c<wtr ma SIRE ATMNG EAULK BETWEEN FIN BY OTHERS 61 SMEAIING SNIP AS ES) SEE NOTES) 28 INSIALATIC)tN AN OR ...I 1- YIN. FIN TYPE SCREW SHOWN (lYP) 1 EYBEDYEN7 WINDOW FRAY[ EXTERIOR JAMB FINISH 2 x WOOD BY OTHERS BT OTHERS PERIMETER CAULK \ BY OTHERS FIN TYPE WINDOW J I SHIM AS RCO•D FRAME HEADER (SEE NOTES) EXTERIOR FIN TYPE WNDOW SILL STOOLFRAMESILL BY OTHERS PEMMCTER CAULK BY OTHERS IS SC acW IIIINSTALATION ANCHOR SHOWN TYP ) E,TCRIORFINISH BY OTHERS EMBEDMENT SHEATHING SECTION 1 BY OTHERS D INS1µAT10N ANCHOR SCREW SHOWN (IYP.) 2 X WOOD BY OTHERS CAULV +ETWEEN SHE/ A FIN By o....as 1- MIN EMBEDMENT SHEATHING BY OTHERS WINDOW WID7N ExTEMOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH. ANCHOR (TYP.) 0 0 0 0 o L 0 1 7 2A- OC. / MAX. (TYP.) O O WINDOW EOUALLY SPACE ANCHORS (lYP.) HGT, O O O / SHIM ASAS REO'D. 0 SEE NOTES) 1 0 0 Oi O o 1 6 MAX. (lYP ) 2 X WOOD jj- BY OTHERS j -.--6' MAX (TYP CAULK BETWEEN WINDOW FIN • ELEVATIONLEVATION VIEWED FROM EXTERIOR MANUFACTURER 7 ,` } Ga 3 iZStLL1lJ'1'AC Wf3ER 1Qbff: MASTER FIOLE ## _3 COYPARAIIK ANALYSIS 4 ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF /e SCREWS NO OF 0090 01w. NAILS SIZE (INCHES) CAPACITY IN PST REO•D IN FRAME REO'D. IN FRAME uDTH/HuGHT EXTERIOR NTERIOR HEAD SILT o•EA LIMB MEAD SILL o EA JAMB 16 X 30 109 109 2 2 2 7 1 t6 •0 63 63 2 2 3 7 7 3 16 X 50 63 93 2 2 3 7 2 3 2 20 a 30 66 66 2 2 2 20 a 0 73 73 2 2 3 2 2 120X50595922322 2 2 2 26 f7 f 2 26 a •0 52 52 2 2 3 2 2 3 26 a '10•6 6 7 2 3 2 21. 7 30 A 30 52 52 2 2 2 1 30 X •0 9 9 2 2 3 2 2 3 30 A 50 3 3 2 2 3 2 2 7 7 3 2 2 36 X 30 1 I 2 36 a •0 0 0 3 3 3 3 3 3 36 a 50 0 40 3 3 3 3 3 3 3 3 3 1f 0 a 30 0 0 7 40 a •0 0 40 3 3 3 3 S 3 0 x f0 40 0 3 3 3 3 3 1 3 3 f 1) SMW AS REO•O. ADJACEM 70 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK 70 BE 1/•'. 2) WINDOW FRAME MATERIAL, ALUMINUM ALLOY 6063. 3) USE LATE, CAULK BEHIND WINDOW rN AT HEAD. SILL t MBS. JA USE LATE, CAULK FOR PERIMETER SW AROUND EXTERIOR OF WINDOW FLANGE. f) GLASS THICKNESS MAY VARY PER THE REOUREMENTS OF AS7M E1300 GLASS CHARTS SO4LC GLAZING IS SHOWN. INSULATING CLASS IS ALSO OUALIFIED. 6) WHERE WATER RESTSIANCE TEST RECUIRE41ENT OF Ifi Or DESIGN LOAD APPLIES, POS1IIVE DESIGN LOADS KLLI. BE LWITED TO 400 PSF DUE 10 WATER TEST PRE SSIRE OF ILO SF AOaEWED N TEST 7) INSI µLAIION• Fw FRAME WINDOW IN WOOD FRAME OPENING MAIM TWO BY WDOO STUDS. USING 0090 IN DIA NAILS OR /6 SCREWS OF S)FFK:IENT LENGTH TO PROYLDE MIN I' EMBEDMENT INTO SUBSTRATE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR DUANTITY LISTED MTH NEXT LARGER SIZE 9) GENERAL µUMWUN 5 I140 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES 10 THE 19.0 INSULATING GLASS SINGLE HUNG SERIES tool R. CIR16I d. • Cwam TE 7%U • FA lu 919072.OdIM R 7S FA-..c as Jo- ASSEMBLY DRAWRNG SERIES 1140/1940 TDL SINGLE HUNG WINDOW BB _N/A f, 'c" a II/OS/D1 B PGEN—OOl3 I' MIN SHEATHING EMBEDMENT IT OTTERS CAULK eCnlNo riH E.IER1ON f INIS« IT OTHERS PERNC7ER CAULKITOTHERS FIN TTPE AKCVINDOvfR HEADER GLAZINGSEENOTES) EXTERIOR ff. TTPC FRANC SII PCRIHE7E IT DIME; EXTERIOR F INISK IT EITHER CAULK Ii S «EA1«II 3, OT«EqS SECTION 1 11n001 VIDI« 1/•' MAX I SKIM SPACE IT a 1+ VOOD t* OTMCRI IMIM AS RCO'D. 2 + VCgO IT DIHERS FIN 7TPC vINDOV 8 INSTALLATION FRAM[ IAMB / ANCHOR SCRCV _ GLAZING 1' MIN SHIN AS 4[OD ( SCE NOTES) CHICOHENI 1/.' Mw SHIM SPACE; Ea IERIOR PERIMETER CA(NLK 3, OTHERS B INSIALLAI I. EXTERIOR AKHOR SCRCV FINISH [HULK ICKIND FIN IT OTHERS SECTION a SHEATHING BT OTHERS VINDOV VID7H VINDOVHEIGHT 0 0 T o 0 2.' D C MAX (71P.) L O O 2 HEIGHT / K IGMT rD 0 0 j- 1 6' MAX. (TTP.) -- L 1 MAX SHIM SPACE ELEVATICIN INSTALLATION VIEWED FROM EXTERIOR KOR SCRCv X VOODOTHERS COMPARATIVE ANALYSIS & ANCHOR CHART IN v DCSICHN PRESSURE NO Or A8 SC REVS No or0099 DIA NAILS SIZEIHENC S) EAPAC", IN PSr RCOUIRCD IN rRAN2 RCOUIRCD IN rRANC VIDIH/HEIGHT ExIEQIORj INTERIOR HEAD L SILL EA JAMB MEAD L SILL CA JAMi 20 . 30 D 0 2 2 2 2 20 . 40 0 0 2 3 2 2 20 X 50 20 60 0 0 22 33 22 37 30 30 0 0 2 230 .0 0 0 z 3 230X50 0 60 00 0 22 31 12 0 X30 0 0 2 30X40003 3Oa51 4 ITX 0 0 33 31 3 5 50 . 30 40 0 2 350 . 0 50 50 040 040 33 33 50 60 0 40 3 3• 5 1 0 0 CENTRAL FLORIDA B. p. A. F. MANUFACTURER NAME: CFA/E ThL Ai T Z/lrn/ ry MASTER FILE # 11 CRC VATCR RESISTANCE TEST RCOUIREMCNT Or 15% Or DESIGN LOAD APPLIES. POSIT VC DESIGN LOADS VILL BE LIMITED TO 400 PSF DUE TO VATCR TCSI PRESS(RC Q 60 PSF ACMIEvCD IM TCST. _ USING 8SCRC 2) ISTUDS LMNvSS Or Surr ICIENT LENGTH TOO PROVIDEI ran 11 CMBCDHENT INTO SUBSTRATE OR 0D99 IM DIA NAILS 3) IF EXACT VINDOv SI ZC IS N01 LISTED IN ANCHOR CKAR1. USE DUAN711T LISICD V ITN NEXT LARGER S1ZC. SHIM AS REO'D AOJAC[HI TO EACM ]MSTALLAi10+ ANCHOR VITH LOAD BEARING SHIM COUAILT SPACE MAX. ALLOVAILC SMIM SI ACHE TD IC 1/.'. ANCHORS 17TP) 5) VIENDOV (RAKE MATERIAL, ALV(IHUH ALLOT 6063 6) USE LATEX CAULK BEHIND VINDOV FIN AT HEAD. SILL L JAMBS. 7) LISC LATEX CAULK FOR PERIEIER SEAL AROU.D EXTERIOR Or VINDOV FLAKE 8) GLASS THICKNESS )AT VARI PER RCOUIRCKCNTS Or ASTM C130D GLASS CHARTS SINGLE GLAZING IS SHOVN. INSULATING GLASS ALSO OUALIrIED. 9) GENERAL ALUIUUMS IIDO SERIES PICTURE VINDOV IS SHOWN TKIS PRINT ALSO APPLIES 10 19DD SIRCS PICTURE vINDOv. 6- MAX GT TP) OE 3, vmD NOTES CAULK l[TwEEK BUCK I1 OTHERS 1) SHIM AS REDD. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHN MAX VOOD BUCK L ALLOWABLE SHIM SiKK TO BE 1/1' MASONR, OPENING INSTALLATION ANCHOR 2) WINDOW [RAMC MATERIAL ALUMINUM ALLOY 6063 BT DIMERS 3/16, DI. 7APCOM 3) USE LATEX C U K BEHIND WINDOW rLANGE AT MEAD. SILL tr JAMBS USE LATEX CALILK FOR PEMMETEP SEµAROUND EXTERIOR OF MMN00w FLAMCC. SHIN .S Ri', GLASS THICKNESS N.Ar WART PER THE RCOUREMENTS OF ASTM E13M CUSS CHARTS. CAULK IETVETN WINDOW SEC NOT[SR 61 DC SICK PRESSURE CAPK III O< VINDOV L INSTALLATION IS LIMITED 7C .00 PSr. FL ANGC t vm0 TUCK T, rOR INSTµLA710N O FLANGE r= VINDOVS IN CONCRETE OR HASOMF OPENING. USE 3/16' DI• 7APCON TYPE ANCHORS Or SUFFICIENT LENGTH TO PROVIDE MIN 1-1/4' CD.[RCiC 1 EMBEDMENT INTO SUBSTRATE. PLACE AHC.CRS 6' MINX FROM CORNERS L 2.' CC. MAX. uL ENK.SDNR, D CNRNU \ IT DIME S 1-I/.' MINd BR IUILD DOWN AROUND CURVED PORTION CIF WINDOW (RAMC TO IC ENGINEERED IT DINERS n1EDKCNi MILD DOWN MUST IC or SUrrICICNI SIRENCTH 70 ADEOUATEL, 7RANFELP LOAD FRO" VINDOv TO THE STR11C7LRE 91 ELEVATIONS SHOV COKHON CIWIGURA TIDNS 17 IS NOT INTENDED TO LI.17 USE Q I"IS 1/.- wX PRODUCT TO 70ESE 7VO CONFIGURAI IONS THIS SHCC7 APPLIES TO ALL CONF IGiRAT10HS SHIM S.CC Trul CAN CC HANIjKiLIRCD FROM THE I. SO/1]]0 SERIES DC SIGNC4 rTIED VIMDUv FRAMING SYSTEM. rINISHJ 11iC,(r,+6NTRAL(r F LpO R'EDA B..O.A.F. EXTERIOR B1 OTHERS MANU A'N,.A1 URER NAME: PERIMETER CAULKJ('FNVERA-LT 4C f1P11 NVH FLANGE TYPE Li A CTF`TO F EVINmVFRANC1B1I"iJ 1 Gil 1C YY IG HEADER 2µlAL Nrr, SEC MO7ES) IN DOV EXTERIOR BUCK HEIGHT ME IG.T SHIM AS RCD'D SCE NOI[S) FLANGE iY WINDOW FRAME SILL oM[ rT Wmo 7Ej rOi cast BERMEER [ HULK B1DirERi11" MAX. T SHIM SP.CC J a a EXTERIORFINISHJa I, OTHERS Q CAULK ICI VEEN WINDOV 1-1/4' MIN FLANGE L VOOD TUCK ENBE DKENT CONCRETE OR INSTALLATION ANCHOR M. S0IRMY OP["ING 3/16' CIA IAPCDN 21 OIKRS CAULK BETWEEN vmD BUCK L M. SONRY OPINING By OTHERS SECTION t I W114DOV wit 1 1 HEIGHT HE 2 1 1 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR Ica V DTM 1/.• ... 6" j SHIM SPACE SHIM AS RCO'D 1-1/4' MIN MICE IEITCSH C DENT fL. NG[ TCA YPE CALL[ YCIVCCN WINDOW rRAIQ - ODD BUCK L JAMI HAS" OPENING 4 IT OTHERS 4.NL "" ON .A,.". SEE NOIESN IF4 C C 3/ 16' DIA IAPCON EM BT V PERIMETER CAULK OTHERS TUCK BrOTNCRSBYOTTERS CAULK BETWEEN EXTERIOR FINISH VINDOv FLANGE BY OITWOODBUCKVI.IDR WDIM , COCRE IE OR MASONRY OPENING SECTION 2 11 OTHERS ELEVATION VIEWED FROM EXTERIOR 1001 B. U" Id.•Cm.1EIt TX 7M.1.0 la 119077. D*n. TX 7SSB P. INSTALLATION DRAWING ONE BY BUCK SERIES 1950B1550 DESIGNER PICTURE WiNDO': BB N/ A n7_A,_ fL D.:r in lSIDM CC. 3120102 1 B I GEN-0025 SHE.: 8, C:. ER, CAULK ei E,rERIpR F 81 OTHERS PERIME TER CAULKBYOTHERS FIN TYPEFRAMEHE GLAZING ("P.) JEi1ERI09SCENOTES FIN TYPEFRAMESILL / PERIMETER CAULK J BY OTHERS ITS INSTALL -no. J NO -OR S:REw (TYP ) E,TER.OR FINISH B1 CEHERS CALL_. BEHIND FIN - SHEAI--C BY OTHERS BuaD DOWN BY OTHERS FB INSTALLATION ANCHOR SCREW (rI-) SNIP AS REO'D. SEE NOTES I/r uA.. 1 S.IY SPACE T DO- HEIGHT I1) DESIGN PRESSURE CA2ACITY Or rNDOW • INSTALLATION 15 400 PST. 21 INSTALLATION OF FIN FRAME UNDO. IN W000 FRAME OPENING rrH TWO BY 1000 STUDS. USING OC99 IN 01A NABS PLACE 099 MARS 6' FROM CORNERS u.. 1 8' OC Iu,. BETWEEN 3) FOR INSTALLATION Or FIN FRAME —DOw IN WOOD FRAME OPENING I. TWO BY WOOD STUDS. USING FB SCREWS OF SUFFICIENT LENGTH TO PRUE LRN I IN EM9EJMENT INTO SUBSTRATE. PLSCE SCREWS 6' ..1 FROM CORNERS • TN' CC Y , BETWEEN A) S— AS REO'D ACUACE%T 70 EACH INSIAL ATION ANCHOR WIIH LOAD BEARING SHIM u . ALLOWABLE SHIM STACK 10 BE 1/4' LWNDGYF FPANE MATEAuL' ALUMINUM ALLOY 6063. E: 'ISE LITE:CAULK BEHIND WINDOW FIN Ai HELD SILL f JALIBS. 7) USE LATE+ CAULK ;OR :ERIuCiER SEAS` .BOUND EXTERIOR OF NOOW RANGE 8) GLASS THICKNESS MAY vARY PER THE REOUIREuEHTS OF ASTM E13W GLASS CHARTS 9) euILD DOWN AROUND CURVED PORTION OF WU.DOw FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SuFRCIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FRO. WINDOW TO THE STRUCTURE. 10) ELUATIO.S SHOW COMMON CONFIGURATIONS. FT IS NOl INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS, THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE I1./, 900 SERIES DESIGNER FIXED PICTURE LWNDOW rRAMING SYSTEM CENTRAL- FLORIDA B.O.A.F. MANUFACTURER NAME: 4 PIVERgl Al /iM/A//IM ASAiSTER TILE # a DO- rDTH .• DO- HEIGHT SHIM SPACE J// . No 12 SHIM AS REO'D SEE NOTES ELEVATION VIEWED FROM EXTERIOR 1' IRA. 1 A FRAYING EYBED.ENT 81 OTHERS SECTION 1 I/A' S.. SPACE TWO BY FR—C SHIM AS RCO'D BY O1nER5 TYF. TYPE F. ,.MB COuENT rSHEAIWG BY OTHERStWkLLAnomGLADHG (TYP.) K BEHIND FIN SEE OTES OR FINISH BI 0-111 FETERICR ANCHOR SCREW (TYP.) Do. TOT. P[RWCTER CAULK 81 OTHERS SECTION 2 W MOO. rOIH -. NDOwHEIGHT I 2 1' ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK t YAS(HRT OPENING BT OTr1ERS ONE BY W000 BUCK BY CIPHER CAULK BETWEEN wNDOw FLAHGSUC- CAULK t W000 BUCK CONCRETE OR DT pTM[11 OPENING Ex TERgR FINISH Br OTHER / PCRIYC TER CAULK J pY OTHER n.NGE IrP[ WINDOW FRAME HEADER OW FLANGE EXTERIOR TYPE SILL fRAMC SILL PE RtM ERR CAULKBTOTHER ONE By WOOD BVCK BY OTHER INSTALLATION ANCHOR SVCK WIDTH 1 1// IN 3/16' CIA TAPCON fuBCDuCHI FLANGE TYPE 1/A'SNIY S— AS REO'D SNIM AS REO'D WINDOW FRAME SPACE MAX. (SEE NOTES) Q ( SEE NOTES) JAMp Q COSC.Rl P Q SOTK OPENING 1 1/.- BY DTN[R INBEDMENT L INSTALLATION ANCHOR 3/16' CIA IAPCON L PCwAICYER CAULK Q BY OTHERS CAULK eETWEEN 1 BUCK tW000 1/A• yCY SPACE MAX WINDOW WIDTH -i MASONRY OPENING BY OTHERS EXTERIOR CAULK BETWEEN FINISHExTEMCQ WINDOW FLANGE BY SH 00R -a" HEIGHT SECTION 2 ANCHOR (TYP.) N K Wl HI PRE CAS, SILL a a OY OTHERS CAULK BETWEEN WNDOW FLANGE t PRE CAST SILL WITH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCNNEE MOREHEAD 0500 ADHESIVE SEALANT NOTES DOWCHI gTIGHT 1 I - VA14DOW I 1) SHIM AS REO'D. AT EACH WSTALLATION ANCHOR MIN LOAD BEARING SHIM, MAX ALLOWAELE SHIM SIACK TO BE 1/A' 2) WINDOW :RAPE MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK DEHIND WINDOW FLANGE AT HEAO AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE MIN VULKEu 116 ADHESIVE CAULK OR APPROVED EQUAL A) APPLICA!ION OF VULKIM 116 ADHESIVE CAULK OR SCNEC-MOREHEAD pS00 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTu E1300 GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED 7) GENERAL ALUMINUM'S IKBO SERIES MODIFIED SUDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 15L0 SERIES MODIFIED SLIDER INSULATING GLASS 0) DRAWING APPLIES TO INSIALLATION or FLANGE FRAME WNDOW IN CONCRETE OR MASONRY OPENING USE 3/16' O.A IAPCON ANCHOR ofSVrr CIENT LENGTH TO PROMDF MIN 1-1/4 EMBEDMENT MID SUBSTRATE A LOCATION SHOWN ON CHART S) SEE ELEVADONS FOR KEY TO TAPCON LOCATIONS 10) INSTALL FO SOKWS OF SUFFICIENT LENGTH To PROWDE 3/4' MIN EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WNERC IAPCONS ARE REOD 11) IF EXACT WNDOW SIZE IS NOT USTCD IN ANCHOR CHART, USE ANCHOR OIANTITY LISTED WTH NE97 LARUR °sTE. ELEVATION VIEWED FROM EXTERIOR o3-7_~ D 2 COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H.K A.G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 1 40 40 H,K A.B.F.G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,C 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F.G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B.F,G 60 x 55 40 40 H,K A,B,F.G 72 x 12 40 70 H.K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A.B,F,G 72 x 48 40 40 H,K A,B.F,G 72 x 55 40 4O H,K B,C.D.F,G CENTRAL FLORIDA R. O. A. F. MANUFACTURER NAME: 429 fdz .1-L .4"'kn IK V = MASTER FHAE # 8 off'? DAl[ 6, 3/20/02 GE, R•,P_ . tuN .,. .,-.....N.A. ,,,.. .-eM NJ 1 pY1K1.0 SHEATHING CAULK B_iP._EN FIN SHEATHING 2 x FRAYING By OTHER @ SHEA:,NG r 8T OTHER By OTHERS I' MIN _ 1 CAULK BETWEEN S SCREW 'NSTALATION 'j EuBEOuENT $ j I/A MA% SHEATHING I[ FIN ANCHOR (TTP) (SEE n TEij D Shim SPACE I BY OTHERS 2 x FRAMING Ex TERICr'. FINISH BY OTHERS BY OTHERS FIN TYPE 1'uIN. WINDOW FRAME EuBEDuEnT BY CTH Ez CAULK Mi. MAX.0 JAYS Br CTHE+ SHIM SPACE r IE SCREW f:V iT=E INSTALATION WNOC.Y ANCHOR (TYP.) FRAME HEADER\ --I. AS REO'D SEE nOTES) NNpOw MOTH EXTERIOR FINISH Br OTHERS WINDOW XT I R PERIMETER CAULK HEIGHT BY OTHERS XT RI R FIN TYPE SECTION 2 NNDOW 611A%.(7YP) FRAME Y.L EOUALLY SPACE 6' MAX.(TYP) ANCHORS (TYP. O HEAD. SILL. SILL STOOL tr JAMBS) BY OTHER PERIYE TER CAULK 1/4MAX BY OTHER SHIP SPACE SHIP AS REO'0 -F NSB S: REw (SEE NOTES) 9ANOOW \ ITALAT. I\ \ ANCHOR (TYP.) 2 % FRAMING HEIGHT x iE: OR BY OTHERS \ \ BY C- HERS WINDOW FIN CAULK BETWEEN @ SHEA' JNG SHEATHING 23Y C-HERI" MIN EMBEDMENT SECTION 1 C •.ER-_ NOTES. ANCHOR (TYP.) 2A' OC. 1) Sit• AS REVD ADJACENT TO EACH INSTALLA'IO\ ANCHOR NTH LOAD uAx.(TTP) B"L- RING SHIM MAX ALLOWABLE SHIM STACV TO =-E 1/4'. 2) Y.:.> Ow rRAJE MATERIAL ALLOT 6063 WINDOW NDHT 3) USE LATEX CAULK BEHIND NNDOW FIN AT HEAD ,SILL k JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARCJND EXTERIOR Or NNDOW rF AUE. S) G:+ SS THICK-NESS MAY VARY PER THE REOUI2EME4TS OF ASTM E1300 ELEVATION 9'..lEGLAZINGISSHOWN, INSULATING OLAS- IS ALSO OUAUFTEO. •' : •. S ,.J• 6) D:IMNO APPLIES TO wSTALtAnON Or FIN rRAME um 3- w 'MOOD rRAME OPEHwc VIEWED FROM EXTERIOR' I•• N'- Tw0 aT WOOD STUDS uSwO 099 w pa HA:_S " FO SCREWS OF SurFlp[NT L!t:'H TO PR:WDE Mw, T' EM:EDYENT INTO• Su STRA'E TI V ACT NNOOW SIZE 15 NOT LISTED F1 CHART, •SE AtCHOR OUANnTY LISTED NTH LARGER SEC Si Cf •. E:AI LUM.NUY'S 11!0 SERIES HORIZONTAL x• OE= .S SHOWN. THIS PRINT ALSO AF=:ES TO T-E 1980 NSULATMC CLASS HOFIZOI.'AL SL.DER SERIES QT Z CLCOMPARATIVE ANALYSIS & ANCHOR. QUANTITY CHART vRNDOw SIZE DESIGN PRESSURE 18 SCREWS RE00 099 NAILS REOD INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT C SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 1 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 It 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 14 3 1 7 1 5 Gkq UNT RAL, ) fI•>i.ORMA B. O.I . RI . MANUFACTURER NAA' Y,@ L: 4 -M L [irlin / v iYA TER FILE # R 1001 . FnY1 FL • C..* A D I=. F.D. w. FISOZJ • Im. n nul INSTALLATION DRAWING WOOD FRAME STRUCTURE SER:ES I150 /19!0 MODIFIED HORIZONTAL SLIDER DNH CwAO S:AA[ B6 N/ A H.Lo. I rt+[ II I DAT[ 0RN HUM![• 03/n/ 02 GEN-DIN! INSTALLATION MULLION ANCHOR ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET - CENTRAL FLORA 13•0- MANUFACiCURER NAME: WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A -A Lv EXTERIOR I". f. ELEVATION DWG NO: GEN70452 Gk P MULLION DIE NO. 1445 C . INSTALLATION Z,R FILE # 8 SELF TAPPING ° SMS (TYP.) o SUBSTRATE SECTION B- B ANCHOR TYP.) i SEE NOTES a a a # 2 & #3 I o v •- 718 --I 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 USING10 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 7111E FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: DRN: JS APRVD: — — — — DATE: 3/1 7 /02 SCALE: HALF 1ATL' — — — — DWG NO. WT/FT: GEN—Da52 oocPA"n Ar PRfmCT iEQINOLOGT CORP. 250 INTERNATIONAL PKWT, NEATNROW, FLMOA 32746 PHONE 407"605-0555 FAX 407-605-0]66 4.4 1 34' GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULLSPAN> WDW. HGT. V 53. 000 61.000 74.000 96.000 106.250 26. 000 222 153 92 38 26 38. 375 198 135 80 34 23 50. 625 190 126 74 31 21 54. 625 189 125 72 30 21 55. 625 189 125 72 30 20 63. 000 189 124 70 29 20 72. 000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12- Ian-2002 01- 1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 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 APPUES ONLY TO MUWON #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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805MM / FAX 407 805MW CA020122 FEB. 19, 2002 02-0217 A rf GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 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 APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805MW CA020123 FEB. 19, 2002 02-0217 DWG N0: MULL[, ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION ICHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A- A 1 A A B a MULLION DBE N0. 1446 MULLION INSTALLATION ANCHOR ANCHOR BRACKET TYP.) o v SEE NOTES a 2 & #3 SUBSTRATE 1-7/8" SECTION B-B CENTRAL FLOMA B. 0. L- jMANUFACTURER EXTERIOR ELEVATION - Q/ f-NEB L/ M (NUAll MASTER FILE # 5' NOTES: 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 G 0 R P . ,.: 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 DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 RE" R" JS PR"° --_— DATE: 3/17 .-r= SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. WT/FT: - - SCALE: HALF MATL: OWG NO: ro.n. i.e ..rwr n7_vtt_n aLt r.a •7-pf5-0!ii SHin A$ 5E'0' G2,11 INS AATICANC-TR SHEATHING ( SEE NOTES) 3Y OTHERS C•LLK SET.WEEN OOG7 TLAN[r31 vOOD a SHE.STHIMfiTHERS HAR. I SHIM SPACE EMBEDMENT STUCCO OR SIDING 1Y OTHERS SLIDIMG CLASS DOOR rRArE PERIMETER HEAD CAULK 11 OTHERS DOOR vlDIH SLIDING GLASS DOOR 124KE JAMB \ TEMPERED GLASS TYP,) I PERIMETER J CAULK 1T TEMPERED OTHERS GLASS ( TYPJ DOOR P rU:-T • HEIGHT SECTION B-B o IDA SLIDING CLASS DOOR.rR SILL re- V MAR. SHIM yACE Tv0 3T v000 1-1/ 8 MIN CT OTHERS MBEDMENI HSTALLATIGM " C, Ea A6 SC6Ev C.iT VGOD , 3T OTHERS n HOOK ST21P a SNEATHI G SLIDING CLASS DOOR SHIM AS REO'D. NOOK STRIP SEE MOTES) INSTALLATION ANCHOR IB S[ REv CAULK BETVELN DOOR rLANGE L SHEATHING SHEATHING a OTHERS TEMPERED GLASS — STUCCO (T1PJ GR SIDING 91 OTHERS SLIDING GLASS DOOR INTERLOCK SHEATHING 11 OTHERS CCO OR SIDING OTHERS NOOK STRIP DETAIL 1-I/ 8• MIM CMBCDMENT 1) DOOR + TERIAL. KVIDAM ALLOT W61 ZM AR IMETALLAiIOM SCREVS hUST SE Or PfrICRMT I"'-- M KMIEV( hl- Chtt DChT m IMTO V0. TAK13HiTPCWIALLAIION AACIQS •t SILL Mutt SE Q nortCIEw1 LC+GTM TO ACMIEvc wUL EhICp+(Mi V 1•VA' Iwip wASSYRIT O CrACR(L P 1V ALL., IDA A+CI@ CHART Ow TACK or This TKCT. USE tIL COhi ZEO ACRYLIC CAULK tththD DW, fLAWA( Ar MEAD L y 21. SM USE SILICCMIIED ACIITLIC CAUL: ra PCatKICA SEAL AROAAO CL 1E1110R Or EWL, i Ir CAACI DWI SITE IS NOT LISTED Iw AMoal ChART, USE AA<rd t1UA.II1T LISTED vtrm MCAT LAATLR t1_C. rOt IMC AP RVR1A:f %SIG PRESSURE RCC0. 71 TOR POC: CT D= SIZES USE CLOSEST ITPASS DWI SIZE L WfICAMATtOh 70 rlwlSMED OCht+G. RACE IHSTAL4tIZ AACWIS. DM FROM OFI= STRIP AS PC — GLASS T.lCxK$% T vY PER REDAREK.TS HA Or ASTh C1300GLASSCA'S 7M AAhl / SILL COWEIR W1 IS APROVCDUSINGTE,EREO GLASS IM UNME GLAZED OR Ihtlt•iUG GLASS IQ) D(RS ARE TO IC SCALED vlih A SHALL /IIIwT SEAR. SEALER 11) Shlh AS KC0. •t EA. fff p-VALIA110h AMCHEIL HAA ALLOV•ILC SHIP SIACA 70 SC 1/••. 13, ALL IhsTAL w"E mTs C A SC LADE O CNEKE%Ex Ri tISTAwr YTE RIALS 17+ VACRE ••• MKCSLMTSAGvIfGIAr(L •w0 '0' fCKCTCwi: NAACO P•ACI AA1RGvC0 co""I'll Y[ ALLISTED cm NGMCIR CM l a IACi Or this S,cf i. EXTERIOR ELEVATION IAA bl ALL CN1..2-1, i LIfiCO •ICvf ARE O'FLT ON THIS DRAV Dc. ALL AA DAs:AL4T{a D j / I EMBEDMENT SCCt1DA: TT A' 'E-1' L ,®1 SiiV XTAIL Kr ip DAf 1A1411('JA Ci ALL AMRWLD E J a 1-I/v M!N COK14/1ATI RUDER! 2 PANEL DOOR SHDvN IS, fIOi10• m RAho S IGICI SL:DUG GLATT DWI if SAAOArN 1MIS Mtihi AL' APr-.C' f i7 Y000 SCRO;SAw0S00fCilCiA • • / A A D J D LIBERALLY APP- T CALLKING (.+DER SILL OR SC, SRL IN BED !NSTALLATIEN aNC:C. DC C?NC: E7r 3/15' DIA TAPCON SECTION A -A Ft 12002 DESCRIPTION DATE I INi F L O R I D A ININC EXTRUDERS SANFOIRD Fl.. TITS: SLIDING GLASS DOOR iNSiALL=iIuN wIiH - 8 SCREWS DPAWN SY- ?? APPROVED BY: I ; .ATE: !z:::/ G iscALE: Ni: JDA'G =_- ::f CONCRETE OR SNIP. =S PIT'D MA ISE.- re, --ES) LT C'7,mir CAULK KIVU-4 DO07. FLING_ L VGO. SUCK CAULK BE7VEEN vOOD BUCK L PERIN-SER MAS'T. OPENING CAULK BT Y 07 HERSOTHERS1 STUCCO IT OTHERS INSTALLATION ANCHOR 88 SCPEV (TTP. VM[RE- TAPCONS ARE NOT REO'D-) SLIDING GLDOORrr,: ASSF Slll D A A 1 G INSTALLATION ANCHOR 7/16' DIA. lAPCON INSTALLATION ANCHOR B SCREv t7TF. WHERE ONE B- v00D TAPCONS Ai--- NOT REO'D.) BUCK BY OTHERS 1 1/4' MIN EMBEDMENT 1 SLIDING GLASS r DOOR FRAME r 1/A' MAX JAMB D ' I SHIM SPACE SLIDING GLASS DOOR rRAmE MEAD TEMPERED GLASS (TYP.)' DOORMCIGHT 0 EMBEDMENT 1-1/4' MIN. D LIBERALLY APPLY CAULKING UTIDER SILL OR SET SILL IN BED INSTALLATION ANCHOR rr CONCRETE 3/I6' DiAI IAPCON cCf , inm A_A TEMPERED GLASS IT TP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH f-Ir•' Mt c. SHIM SPACE 1 1/4• MIN. EMBEDMENT ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN V WOOD BUCK L MAS'Y. OPENING By OTHERS SHIM AS REO'D. SEC NOTCS) INSTALLATION ANCHOR 3/16' Dln TAPCON a CAULK BE1vE[N DOOR rIANGE L VCIOD DUCK CONCRETE OR MASONRY OPENING By OTHERS CONCRETE OP MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 7 CAULK EETvECN 3/16' DIAL TAPCON v000 BUCK t MAST. OPENING IY OTHERS d CAULK BETWEEN SLIDING GLASS DOOR HOD: STRIP L HOOK STRIP WOOD SUCK G 1-I/4' MIN.'EMEEDMENT V I Q T ' BY WOOD — By OTHERSSlyl" R slc- Lid\ lAgjJ ' 1%0 B QA`F•7EMPCRED GLASS 1 TP.) SECTION B YA(.'TURER AME. ' T' P"" t Ass DCUR e' KASTER FILEHOOK STRIP DETAIL 1) DOOR NTCRIAL- ALWNPI ALLOT LOLL 21 TAPMm TT C I11SIALLAlID• A1CTOtS NUST RE Or wriciENt LENGTH TO KNRVE NIN EKIIEDHENI Cr' 1-Ira' INTO NASWT OR CONCRETE. 0) KNAKKR tCRIE IA/COMINSTALLATIONASfRDtlTORKX INALL fRAHE r(NSCRS. a) IAICP AMC>= CHART ON RAC. Or THIS SHEET. S, USE SRICOWND A@TLIC CAULL ICMMD Dml fLAN•C AT NEAD L JAMS. N USE SILICOIZCa ACRILIC CAUL, ra CRIIC7Ca SEAL AROUND Ca, CRIOR t! D 7) IT EXACT = SITE IS NOT LISTED IN AHE7Q CHART. USE AACKIR OUIWTIIT LISTED V'ITH NEXT LAKlR SIZE. TOR THE ANPRO/RIaTC oCSIGN RCSSUK RCO•L 11 110 NIXIE D" SACS USE CIOSESI 1"111 DOOR 1111 L CDCIWAtID) 70 rINISHEO C,ENING PLACE lAK6lS. IN rROai Er 1mc STRIP AS SMEp— I GLASS 7MICu[ SS MT WART PER RCOUIREKN7$ Or ASTI, (I300 CLASS CHARTL 10) ALL rACTORT YfLIED GOLCS POT DCSIUTAICO rOR TAKO• ANC1O1 SHOULD K rRLCD VIIN aR SCREVS Ilr S1frIC1ENl LE1GtN Tc PROVIDE Nt Vl' CNICDCNT INTO VOOD IUCC IU DOOR wlI 1S &„PROVED USING TCWERCD GLASS IN SINGLE GLAZED 01 INSULAtU( GLASS. I2) JN+1 r SILL CORKRS ARE 1O SC SCALCD Vllm A Sn L AUNT SCAN SEALER. IS1 SHIN AS RCD'D A7 CA !El IwSTALLA 710N AKHEIRI NAa ALLC—RLC SNI- •RAC. 10 It Ira• 1•, ALL INSTALLATION AKHOIS Mil RC NADC Or C6:ROSIOG RC::%, -I ti, ERIALI IS, VKIC 'a' REPRESENTS ,OVIN, FAKL AND 7 RCONESEN11 rlaEO PuCL APPROVED CCKIUI-110-S API AS LISTED O1 ANHEN C—tl ON RAC. Or THIS SKCl. IL, 1O7 ALL CCWIGLPATID,S LISTED AROVC ARE SbC N ON THIS 1O DRAVING. VCVCR INSTALLAUCHCXTCRIOR ELEVATION SCCTIOHS '• •, ' 1-1' L MD) S741P DEIAIL APPLI TO IUI,"-LATION Or ALL A+ROVCD 2 PANEL DOOR SHOWN CD1WIW.TIOK 17, INSTALL ONE I.KD, IN C.[N PAIR Or rK TORI A ILICD W::ALLATIO, 14LES LLCSS 1OTCD OlHERV1 SC D. AN10 CNARI SEC S.C. Or INS SHEET 1I, rLORIDA EAIRUDERS I= SERIES SLIDING GLASS D= IS S,CVN THIS PRINT ALSO A ILICS TO tom SERICS AND sm SERIES. REV[ DESCRIPTION DATE INI F L O P I D A INT.RINC.PS $ANFORD TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS D'AWN BY: BB I APPP.OVED BY: 1,,-•,r. UTC n.. - rrVnn 1 q tC L i r TAPCON ANCHOR CHART NOMINAL DOOR DOOR OUANTITIES IN HEAD 6 SILL OUANTITIES IN EA JAMB OUANTITIES IN EA HOOK STRIP SIZE AND SIZE UP TO 6 PSi TG 6 1 PSF TO UP TO 6 PSF TO 61 PSF TO PUTO 46 PSF TO 61 PSF TO CONFIGURATION 5 PSF 60 PSF I 70 PSF ' 45 PSF 60 PSF 70 PSF a5 PSF 60 PSF 70 PSF 4068 xx, Ox, x 48 x 80 3 3 3 4 4 4 3 3 4 506E xr., Ox. x0 60 X 60 3 3 3 4 4 4 3 4 4 6068 xx, Ox, x0 72 X 80 4 4 4 4 4 4 3 4 5 6068 XX, Ox. XO 96 x 8o 5 5 5 4 4 4 3" 4 5 10068 xx Ox x0 120 x 80 6 7( ) 4 4 4 3 4 5 5080 xx, Ox. XO 60 x 96 3 3 3 5 5 5 4 5 6 6080 xx, OX. x0 72 X 96 4 4 4 5 5 15 4 5 6 8080 XX, Ox. XO 96 x 96 5 5 5 5 5 5 4 6 6 0 xx x xn 120 X 96 6 A 7 5 5 5 4 6 6 50100 XX, Ox. x0 60 X 120 3 3 3 6 6 6 5 6 7 60100 xx, OX, XO 72 x 120 4 4 4 6 6 6 6 I 7 8 80, 00 xx nx )cn 96 X 120 5 s A 6 6 7 (DI) 6 8 9 9068 FO 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 Ox0 145 1/8 x 80 7 17 9 (D2) 4 4 4 3 4 5 15068 Ox l81 I/8 X 80 8 10 () 11 () 4 4 4 1 3 4 5 9060 Ox0 12080 Ox l09 1/9 X 96 145 1/8 X 96 b 7 5 8 ( DID 6 9' SR2) "' 5 5;= 5..+ 5 S= 15 4 4 6 6 6 6 I5080 Ox0 181 1/8 X 96 8 5 5 5 4 6 6 90106 XO 109 1/8 x 120 g i:L DI) 6 I 8 10 120100 Ox0 145 1/8 X 120 7 6 6 7 (DI) 6 8 10 9068 xxx 106 5/8 x 80 4 4 A 3 4 5 12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 : 4 S'" " 4 3 4 5 68 Xxx 178 5/8 X 80 8 1 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 (DI) 9 02) 5 5 5 4 6 6 15080 xxx 178 5/8 X 96 8 11 ( 3) 13 5 5 5 4 6 6 90100 5 6 6 6j I I xxx1425/8 x 120 7 nA in (n 6 6 17 6 8 IO 10068 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 4 5 16068 OXx0 191 5/8 x 80 9 10 (DI) 12 03) 4 4 4 3 4 5 10080 Uxxu b yb 6 7 (DI) 12080 OXXO 1143 5/8 x 96 17 8 (Di) 9 (D2> 5 5 15 4 I 6 6 16080 OxxO 14 5/8 X 96 9 1a ( ) 5 5 5 4 6 6 100100 OXXO 11 5/8.x 120 6 7 (DI) b 1) 6 8 10 I I I 17 I I I 160100OxxO1915/8 x 120 0 (DI 13(DD> 16 cD7) L 6 D!) 6 E 10 10068 xxxx 111 /4 6 6 4 4 a a I I I I 14 I I 16068xxxx1891/4 X 80 9 (DI) 0 (D2) 2((34) 4 4 3 4 5 12080 X X X X I 141 1/4 x 96 7 8(DI) I5 (D2) I I 1 I I 6 I 6 16080 xxxx 189 1/4 x 56 5 (DI) 5 5 5 4 100100 xxxx ll 1/4 X 120 DI) 6 D1) 6 2 l0 170! 00 xxxx ltl 1/4 x 120 I7 It16 6 (DI) 0 Q3) 176 6 ID1) I_ 6 I8 I10 I160100xxxx1251/4 x !29 0 (D2) 13 (n5) 15 (D7> 6 6 7 (71) 10 ANCHOP NOTES' 1) IN SOME CASES TAPCONS ARE P.EO•D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI' THRU 'D7• DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE PEO' D. 2) ' DI' MEANS, INSTALL TWO TAPC13NS IN ONE SET -OF INSTALLATION HOLES. 3) ' D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) ' D5' MEANS, INSTALL TWO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) • D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD t SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT'TO INTERLOCK OR BUTT STILES IN HEAD t' SILL. B. SECONDLY. AT EACH END OF HEAD t SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD t SILL OTHER THAN AS LISTED IN A t B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAR HEAD t SILL CORNERS. C: LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A L B. r EXTRUDERS I- I O R 1 D A INT INC. SANFuRD. FL. ima SLIDING G?ASS DOOR TAPCON G_.%SS CHART U v "N T.S MA- A6 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 oq- 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 SEE NOTES DWG NO: 0EN-0453 I 2 & #3 MULLION INSTALLATION D d ANCHOR ANCHOR D— BRACKET O TYP.) DWINDOW FRAME SILL 8 SELF TAPPING D TYP.) SMS (TYP.) MULLI N D a 1-7/8' ANCHOR INSTALLATION BRACKET v ANCHOR TYP.) a MULLION DIE NO. 1447 q PRQ ;X=, . • s • D SUBSTRATE MA MULLION a VC/R u DIE NO. 1447 D 1-7/8' WINDOW FRAME HEAD C)KA TER FILE # 6a TYP.) v SECTION B-B D v SECTION A -A NOTES: 1) MULLION INSTALLATI N DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1447, EXTERIOR WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INT CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP, cCARROLLTON, TEXAS JI v ;•:;::. TITLE, FIN HORIZONAL MULLION INSTALLATION DETAIL 1 ALUMINUM TUBE MULLION, DIE N0. 1447 E E V A T I O - t AREA, — — — — DR% BB APRvD---- DATE`3/17/02 N.'' jv VG ND ca` x VT/ PT. ---- SCALE, MATL---- - HALFnGEN 0453 mmmm': i•'oR[vAR[(L 07i pp'DDIICt T[CKQOGI CORP. M INTERNATIONAL PKVT., NCAIIWOV, FLORIDA 32746 PION[ 407-805-0365 FAX 407-SM-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM Gktq FIN HORIZ. MULLION MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12-Ian-2002 01-1201 DWG NO: d-0450 STALLATION gCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLIUI11 DIE NO. 1448 SECTION A- A MULLI1 ANCH, BRACK WINDOW FRAMEE JAMB TYP.) MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) v ° ° SEE NOTES a o # 2 & #3 c ° - —- 1 SUBSTRATE A A SECTION B-B Y B MANUFACTUlan ' EXTERIOR ELEVATION r , NOTES: MASTER FUE 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE •WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. CARROLLTON,' TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. InTLE: 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: ---- DRN: JS APRVD: ---- DATE:3/17/L' FRAMING. WT/FT: — — — — SCALE: 7 A1ATL: — — — — OwG N0: HALF GEr.—r_.:=0 MULLION ANCHOR BRACKET PREPAPED BY: PRODUCT TECmN0lOCr CORP. 250 MTERNAT:ONAL PKw. . wEATNROw. RORiOA 33746 PHONE 407-605-0365 7'aa 07-•:5-C_fs IS,% ko 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 1 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805MW I FAX 407 8054366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q &z 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 d 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 i. a TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1614B Address 1 VENETIAN BAY Address 2 LOT 42 Jurisdiction: CITY OF SANFORD Florida Building Code - 2001; Chapters 16 and 23 ANSUTPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 SMYTH LUMBER Co. ROOF TRUSS DIVISION 2722 SOurm APoPKA BLVD. APOPKA. FL 32703 407-299.1522 FAx: 407-299-9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Alpine Engineered Products Design Software Seal Da 25-Jun-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (rruss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R3 R4A Rs RB R7 R9 R9 R10 R19 R21 R22 R23 R24 R25 R30 R31 R32 V1 V2 H1 H3 H3A E1 E4 C1 C2 C3 27 Plus Standard Details PLANS REVIEWED CITY OF SANEORD Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers a b 35' 0' RA TO 0 6' 6'--1. 2' 6' b b IZO 6 0(- 4 3/IG' TRt/A'£7 IG' 8' ri RAI7ED t DACK r ON DLOCK I VR' ON F-IMC VALLS WYTH L-UMBEK GO. ROOF TKV55 DIVI510N 2722 50UTH APOPKA DLVD., APOPKA, FL. 32703 M07) 2gg - 1522 FAX (907) 2gg - g153 Engineer -mg Gertiflcate of Authorization Tx g21,5 NOTES : g N n M sMLDU REY@ADIJTY TD VHRY TIGAS MAC8017 RAN AW Tnj" OMM MAVM1 A6MAT FCW C"aTYNA ASO OESKN NTFNT. ICD DQZ SEOTON UL A PAM HMeT AIIROVID NM[ rMn J0,181) DATE _ MSM MST NOT DE an ER® OR ALTITTNANYRAYWITHIRO[ 41THMATCN DY " fnl TRI/A 'CCWAW. 3) MTWT AVn ATIO R1 CCIUATC® OR RB%A(4ED AT "TOM3M E)T@AE 4) DACKOYRGM Cr ANY KW WILL NOT DE CariCUM Mn-MT FMR REVS+ AW wwrw c@r"a DY 5NITN rap^ wwAmY DETAILS- 0 RDiR TO ND M CITUMOoAT001 FOR H6 CLM MTYA MK AW TeLrCrAKY ORA" RD$ TO DOV = ORATRIh FOR r55AU4 T DRA" Mal® ALL MrAPI O LOM TRIrAE•i MCER V4 AtY FRALMLI MAT DE LOLTLETELY OCOm ct PUTR TO VALLEY TIMM PETALS FCC ALMOUTE DRACB 4a.f.DkW-1 3) ALL V41LY5 TO DE CO WINT NAM.Y MAMM DY MLOU 4) NTO= LOAD DEArM MALLS IIW 76 Ot OCANT-y"TO ZVA. Placement plan provided as an installation guide only. D- HUS26 OR TKD26 HHUS26- 2 OR THD26-2 0- HHUS25-2 OR THD25.2 0- HHUS46 OR THD48 0. HGUS26-2 OR THDH26.2 C)- HGUS26.2 OR THDH25.2 0- HGUS28-3 OR THDH26-3 0- SUUR210 OR SKH21OUR O - HGUS46 OR THDH46 THM22 OR MSH422 m - THAC422 OR MSH4221F p - HUC410 OR HD4101F This placement plan shows the designation and relative location of each truss component and is to be used in conjunction with the corresponding truss designs. The Truss Engineer's responsibility relative to this structure consists solely of the design of the Individual trusses, truss - to -truss connections and does not include the design of any supporting structural elemen The building design professional has final approval of the truss framing and/or truss placement plan. Tile design of the temporary. and Cermanent bracing,111e diaphragm system, shear walls and Structural elements to resist lateral loads from wind and/or seismic activity Is the responsibility of the building design professional. Additional approval by the building design professional shall Include, but not be limited to, design loading, lengths, profiles, pitches and depths. Q3 - THJA26 OR HJC26 ca+ TRACTOR : MOIN150N 16111 ROVER j TD DATE 1 LAYOUT ID OKAv I NOW PC/24/031 2TOO 1 1 Z]6146 - R3) ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SIP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SIP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-6-11 8-0-0 L .) — Q1-4•D-i I_ 10-0-0 9-7-0 _I fE 19-7-0 Over 2 Supports R-816 U=290 W=8" R-714 U-205 W-8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OTY:5 1 R Scale 3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBIISHE0 BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR .. SUITE 200. MAD ISON, YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE 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 OEYIATION FROM THIS DESIGN. ANY FAILURE TO BUILD fHE TA USSES IN CONFORMANCE PITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROP ISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND RAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO M M. t IFI y,•. C 4 F. 1 No. 42704 71 3 STATE OF f k PVV4aR0 - FL T C T C BC 6 C T 0 T L L D L DL L L L D 2 0.0 7.0 10.0 0.0 37.0 P S F PSF PSF PSFF PSF R E F R 3 5 2-- 1 6 9 8 0 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407.299 1 522 DATE 0 6 / 2 5 0 3 DRW SLTUSR352 S L T - E N G W M R S E O N - 14758 FAx: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F AC . 1.25 FROM S BPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRIVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS CEfYTIFIGATE OF AU7110RRAT10N tt921(i COMPONENT FOR ANY PART ICULAR BUILDING IS THE RESP ONSIB II ITV OF THE BUILDING DESIGNER. PER ANSI/TPI ,.1995 SECTION 2. JUfI 25 SPACING 24.0" JREF 1S3X352-Z09 Llb14b - 114A THIS UWU PHEPAKEU HUM COMPUTER INPUI (LUAUS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 2 X 4 3X6 = 5X6= 3X6= 5X6= 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6= 5X6= 2X4 9-4-0 3X6(A1) _ IaI _I 1ty16-8-0 L 7-0-0 _L 21-0-0 _I_ 7-0-0 1 fE 35-0-0 Over 3 Supports J R-1135 U-349 W-8' R-2969 U-836 W-8' R-1278 U-389 W-8' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft. WARNING •• TRUSSES AEOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE AA T C L L 20.0 PSF R E F R 3 5 2-- 1 6 9 8 1 INSTITUTE. 513 D'OIOFIRO DR.. SUITE 200. MAOISOH. VI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING IHCSE FUNCTIONS. UNLESS OTHERVISE INDICAAED. TOP CNOAD 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 Pp 000CT S. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE f0 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 SPECIFICATION PUBLISHED BY ANC ANER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CO24RECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY STEEL. EXCEPT AS NO TCD. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ti/_ tlFl,. / i N0.42704 ; 1 1 STATE OF 4 0R.• . T C D L BC DL BC LL TOT. LD. 7.0 10.0 0.0 37.0 PSF PSF PSF PSF S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOLRH-APOPKA BLVD. APOFKA,FL 32703 407-299.1 522 FAx: 407-2999153 DATE 0 6 / 2 5 / 0 3 DRW SLTUSR352 SLT-ENG WMR SEQN- 11392 D U R . F A C . 1.25 FROM S BPROFESSIONALENGINEERING S THE ON DRAWINGOF RESPONSIBILITY SOLELY THESEAL COMPONENT DESIGNT ES SHOWNCEDTANCE THESUITABhLITY0NAL ANDUSEIOFERING THISL y CERTIFICATE OF AUTTTORCEATION#9218 COMPONEENTIFORR ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF'THE BUILDING DESIGNER. PER JuG 25 SPACING SEE ABOVE JREF- 1S3X352_Z09 Z1614B - 115) 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & D!MENSIONG) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC 5X6= 5X6= 120 MPH WIND, 11.56 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. 2.5X4 = 5X6= 9-4-0 JAY- JAU- JAU= 3X6(A1) 3X6(A1) 1-4-0 1-4-0 H FJ- 1— 9-0-0 _L 17-0-0 _I_ 9-0-0 I 35-0-0 Over 2 Supports _ J R-1376 U-439 W-8' R-1376 U-439 W-8' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 1875" Ft. YARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLIIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR1 OR,. SUI IE 200' MAOISON- VI 5]119). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO apt IFI ••, V %. t NO. 42704 I. T C T C B C L L D L D L 20.0 7. 10. 0 0 PSF P S F P S F R E F R 3 5 2-- 1 6 9 8 2 S MYTH LUMBER CO. ROOF TRUSS DEVISION DATE 0 6/ 2 5/ 0 3 D R W SLTUSR352 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-299-1 522 FAx: 407-29991 53 PROFESSIONAL ENGINEERING BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANp BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COUNE C TOA1 ARE MALE OF 20GA ASTM A6' C GAFO GAL Y, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS . AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1 STATE OF O Rtot All BC T 0 T L L L D . 0. 37. 0 0 PSF PSF S L T - E N G / WM R S E O N - 11343 OUR F AC . 1 . 25 FROM S B CERTIFICATE OF AUTHORIZATION N9218 T1FOR ANYCOMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERNSEU Jun 25 '03 SPACING 24.0" JREF- 1S3X352_Z09 L10140 - KD) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC 5X6= 2X4III 3X6(A1) 1-4-0 H inl3 UMu rmCrnnLU rnVri wriruiEm Tnrul LLVAUo a Uu'¢Iv31-UIr3) 3UolY11ICU CIT IKU33 nrn. 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 9-4-0 3X6(A1) 1.4.0 t-! n I fF 35-0-0 Over 2 Supports R-1376 U-436 W-8' R-1376 U-436 W=8' PLT TYP. Wave TPI 95 R Design Crit: TP[ STD FLBC 6.10 0TY:2 FL 1 R Scale 1875" Ft. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200. MADISO N. YI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Q,.(• 10 ( tN T C T C L L D L 2 0.0 7. 0 P S F P S F R E F R 3 5 2-- 1 6 9 8 3 SMYTH LUMBER CO. DATE 0 6/ 2 5/ 0 3 DRW SLTUSR352 ROOFTRUSSDIVISION2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 4. 07.2931522 FAIL: 407.2999153 IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE PITH TD1: OR FABRICATING. HANDLING. SIIIPDING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WI TN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THC AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER I N0.42704 y STATE OF QRtlOP BC B C TOT. DL L L LD. 10. 0 D . 37. 0 D PSF PSF FPSF S L T - E N G WM R SEON- 11399 D U R F A C . 1.2 5 F ROM C JB PROFESSIONALENGINEERINGCERTIFlC. ATE OF AUTHORZLTION 09218 DRAWINGS I60 A-2 THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITAM ITY AND USE OF THIS COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF HE BUILDING DESIGNER. PER ANSECTIONU v(..—...•' NAtE JUfI 25 SPACING 24.0" JREF- 1S3X352_Z09 Z1614B - R7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & EIIMENSIOZ) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6(A1) 120 MPH WIND, 12.56 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4 = 5X6= 5 X 6 5X6 6 r- 6 9-4-0 Ili2x4IIIGVA- 5X8= 2X4 3X6(A1) 1.4.0 1-4-0 h L, 13-0-0 _1_ 9-0-0 I 13-0-0 I E 35-0-0 Over 2 Supports R=1376 U-434 W=8' R-1376 U-434 W-8' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO X1B"' (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE M QI T C L L 20.0 P S F INSTI TU TC. S83 D'ONOFRI0 DR.. SUITE 200' MADI SON. YI 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. PRODUCTS. INC. SHALL NOT SH A B EO RESPY PONSIBLE FORTHISANYTDEVIATIONHEFROMNiH/ST DESIGN: A AN YIIE FAILUR EEREDIO BUILD THE TRUSSES IN CONFORMANCE WITH fP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMCRICAN FOREST AND PAPER ASSOCIATION) AND M. . ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GRAD GALV. STEEL. ETCEPT AS NOTED. APPLY CONNECTORS TO EACH OF AND OTHERWISEPOSITION PER tIFIC,4r f NO.42704 '' S TATE OF f A.0R1O• T C BC B C TOT. D L DL L L LD. 7.0 10.0 0.0 37.0 P S F PSF P S F PSF SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407.2991522 FAX: 407-2999153 OUR F A C . 1.25PROFESSIONALENGINEERING DRAWINGS 160 AA'. THESEALUNLESS THIS DRAWINGTED INDICATESSACCEPTANCE(IF PROFESSIONALS ENGINEERINGRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS DAIALE CERTIFICATE OFAuTHORIZATION #92 18 COMPONENT FOR ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER CTION 2. JUn 25ANSI/TP SPACING240" Scale-.1875"/ Ft. REF R352-- 16984 DATE 06/ 25/03 DRW SLTUSR352 SLT-ENG WMR SEON- 11346 FROM SB JREF- 1S3X352_ ZO9 Z1614B - R8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 160 NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6(A1) = 5X6= 5X6= 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24' OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6 5 X 6 6 r 6 A) (A) 9-4-0 2X4 III 5X10= 5X6- 9Ye III 3X6(A1) 1-4-0 1.4-0 h h L 15-0-0 I 5-0-0 I 15-0-0 I f< 35-0-0 Over 2 Support R-1376 U-432 W=8' R-1376 U-432 W-8' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 HIB-91 (HANDLING INSTALLING AND 8RACING). PUBLISHED BY TPI (TRUSS PLATE INSTI IU TC, 583 D'ONOF 0.10 OR .. SUITE 200. MAD ISON. YI 537, 9). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONF(INS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORESI AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R' I(/ 1F1/ "•. V 4.•. ICI (tA I N0.42704 7` STATE OF tQ" 0 R,O , T C T C BC B C TOT L L D L DL L L L D . 20.0 7.0 10. 0 . 3 7.0 0 0 PSF PSF PSF P S F P S F R E F R 3 5 2-- 1 6 9 8 5 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 Soum APOPKA BLvD. APOPKA, FL 32703 407-299 1522 FA%: 407-2999153 DATE 0 6 / 2 5 0 3 DRW SLTUSR352 S L T - E N G WM R S E O N - 11351 D U R F AC . 1.25 FROM S BPROFESSIONALENGINEERING DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRUSS COMPONENTDESIGN SHOWN. JHE SUITABILITY AND USE OF THIS r A` {. GErmFICA7EOFAUTHORIZATION a92T0 AN51( TPIT1F/995NSECTIONC2LAq BUILD LNG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 'Qj SPACING 24.0" JREF- 1S3X352 Z09 Z1614B - 119) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or, SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) l6d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6(A1) 1-4.0 H 5X6= 5X6= 120 MPH WIND, 13.56 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4 2.5X4 6 r- 5X6 0-5X6 A) (A) 9-4-0 5X6— 5X10— 5X6— 7 10 0- rA 3X6(A1) 1.4-0 H i< 35-0-0 Over 2 Supports >I R-1376 U-429 W-8' R-1376 U-429 W=8' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale=.1875" Ft. WARNING•• TRUSSES ACQUIRE EXTREME CARP IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. AIBRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 1 6 9 8 6 INSTITUTE. 581 O'ONOFR IO DR.. SUITE 200. MADISON. YI 51T 19). FOR SAFETY PRACTICES P0.10R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED (ZIFI Qj,..c T C D L 7.0 PSF DATE 0 6 / 2 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tl(A ROOF TRUSS DIVISION RED DRODUCTSHINC. $HALLINOfSH ABEO0.E5POx518LE FORPY OF THIS ANYTOCVHE IIATIOXLFRONIiH/STDESIGN; AANYNEFAILUREEIO I NO.442704 `fy BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BLvo. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ^ 7{ s 7t APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN S STATE OF f BC LL 0.0 PSF SLT-ENG /WMR SDEC IF ICAiION PUBLISHED BY THE AMER ERICAFORE Sf AND PAPER ASSOCIATION) AND TPI. ALPINE f tt, 407.2991522 CONNECTORS ARE MADE OF 20GA ASIH A651 GRW0 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO t R Qp;r'4 TOT. LD. 37.0 PSF SEQN- 11354 FAx: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER g'• ' C DRAWINGS160A -I THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING E D U R . F AC . 1.25 FROM J B PROFESSIONALENGINEERINGRESPONSIBILIIYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHESUITABILITVANDUSEOFiH15N` CERnFICA7EOFAUTNORIZATIONVA921E1 COMPONENT OMPONETIFOR ANSEPARTIU PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JUfI 25 SPACING 24.0" JREF- 1S3X352_Z09 L1b19IS - K I U INI, UNU FKtPAKtU 1KUM LUMPUItK INFUI (LVAUJ 5 UIDIt NJIUNJ] JUNMlI1tU 1ST IKUbb MYM. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6(A1) 1-4-0 H 5X6= riffell 120 MPH WIND, 13.69 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. rQGV 3X6(A1) 1-4-0 H 35-0-0 Over 2 Supports R-1376 U=429 W-8" R-1376 U-429 W-8" 9-4-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:8 FL 1 R Scale 1875" Ft. 1WARN]NG1• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 1P1 (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. MADISON, VI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURALUCIURAL PANELS. S. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING t1Fl l!( 1 T C T C L L D L 20.0 7.0 P S F PSF R E F R 3 5 2-- 1 6 9 8 7 S MYTH LUMBER CO. DATE 0 6 / 2 5 / 0 3 DRW SLTUSR352ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 40407.29 ,91FAN: 407.29491 53 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PR OOUC15. INC SHALL NOTBE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE PITH iDi. ORFABRICATING. HANDLING. SHIPPING. INSTAL ING AN0 BRACING OF TRUSSES. THIS DESIGN CONFORMS YITN APPLICABLE PROVISIONS OF ND$ (NATIONAL DESIGN SPECIFICATION PUBIISNEO BY THE ANER ]CAN FOgEST AND DAD ER ASSOCIATION) A. TPI. ALPINE COxNEC TORS ARE MADE OF TOGA ASTN A653 GRAD GAIr. STEEL. EXCEPT AS x0TE0. APPLY COxxE CfORS f0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t N0. 42704 1' j t 8TATE OF s t, 4 R,O •,V 1-`... r BC B C T 0 T DL L L L D . 10.0 0.0 37.0 PSF P S F P S F S L T- E N G WM R S E Q N 11357 D U R F A C . 1.25 FROM S B PROFESSIONALENGINEERINGDRAWINGS IGO I".THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOq THE TR U55 COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS N1,E CERTIFICATE OF AUTIORGEATION 09218 ANSIOTEN]SE COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 SPACING 24.0" JREF- 1S3X352_Z09 Z1614B - R19) I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONt) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. 5X4= 2.5X4 120 MPH WIND, 10.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.56 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. 3X8= 6 F— T 2-4-3 ES ET U 91- 0 2.5X4 = 6X8= 2X4 III2.5X4(A1) Q, - a -Oj r021111] fE 20-0-0 Over 2 Supports R=836 U-294 W=8' R-725 U-220 W-8' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale-.3125" Ft. YARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 PSF R E F R 3 5 2-- 1 6 9 88BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY fPl (TRUSS PLATE INSTITUTE. SB] D'ONOFR IO DR.. SUITE 200. MADI SON, VI 5]719). FO0. SAFELY PRACTICES PRIOR 1 0 PERFORMING THESE FUHCTIOIIS. UNLESS OTHERWISE INDICATED. TOP CXORD SHALL HAVE PROPERLY ATTACHED .: T C D L 7.0 PSF DATE 0 6 / 2 5 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `— ?G T. ROOF TRUSS DIVISION DRODUCTS. INC. SHALLISHNOTA EOPYRESPONSIBLE FOAOFTHISGHANYTHE DEVIATION SFROMNTHISTRACTORDESIGN: AANYNEFAILURESRED TO t N0.44704 :y BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i B C L L 0.0 P S F S L T- E N G W M R AP407- 99 32703 STATE OF ; / SPECIE ICAf ION PUBLISH(0 BY THE ANER ICAH FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 407- 299.1522 CONNECTORS ARE MADE OF 20GA ASTH A653 GRAD GALY STEEL. EXCEPT AS NOTED APPLY CONNECTORS 10 TOT.LD. 37.0 PSF SEON- 14703 FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PE0. `•..,,a,..." `_ C DRAWINGS160A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM J B PROFESSIONALENGINEERINGAESPIBILIIYSOLELYFORfHETRU55COMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS _rr• CERTIFICATE OF AUTHORIZAT10N#9218 ANSI/ TPI I COMPONENT FOR ANSECTION PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 SPACING 24.D" JREF- 1S3X352_Z09 Z16148 - R21) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 (A1) 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 1-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 5X4 2X4. 2X4% 6F 6 8-0-0 F,X6 2X4 (Al) Li 4*0 1,4-0 f 10-0-0 _I_ 10-0-0 _I 20-0-0 Over 2 Supports R-821 U-285 W=8' R-821 U-285 W-8' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING). PUBLISHED BY TPI (TRUSS PLATE INST I IU IE. 583 D'ONOFRIO OR.. 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 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION-FROM THIS DESIGN. ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S PCC IF ICA LION PUBLISHED BY THE AME0. ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARC MADE OF 20GA AST" A653 GRAD GAL V. Sf EEL. CTCE PT AS NOTED. APPLY CONNECTORS TO pt IF1 ••.• / Yr ; G 1 Na 447.4 • j srnT OF P.' O p10 T C T C BC BC TOT. L L D L D L LL LD. 20.0 1.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF R E F R 3 5 2-- 1 6 9 8 9 SMYTH LUMBER CO. ROOF TRUSS DIV1510N 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-2931522 DATE 0 6 2 5 0 3 D R W SLTUSR352 SLT-ENG /WMR SEON- 14713 FAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCA 1C0 ON THIS DESIGN. POSITION CONNECTORS PER L•' f 1NA D U R F A C . 1.25 FROM S BPROFESSIONALENGINEERING CERTIFICATE OF AUTTIORIZATION#9218 ORAWINGS 160 A,2. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABR ITY AND USE OF THIS NE TIFOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF 1HE BUILDING DESIGNER. PERANSICOMPONENT ACE Jun 25 '03 SPACING 24.0" JREF- 1S3X352_Z09 Z1614B - R22) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONIS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X4= 5X4= 120 MPH WIND, 10.23-F_T MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 8-0-0 2X4 (A1) = 2X4 (Al) L1-4.0;j 14 -0 L 9-0-0 1 2-0-0 I 9-0-0 1 fE 20-0-0 Over 2 Supports R-821 U-282 W-8" R-821 U=282 W-8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 3125" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING ANO BRACING). PUBLISHCO BY TDI (TRUSS PLATE INSTITUTE. 587 O'ONOFRIO 00. SUITE 200. MAGI SON, YI 5J119). 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. Aw_/ ZIF1 ."•. Vwwr r'•[' f4 T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 1 6 9 9 0 S MYTH LUMBER CO. DATE 0 6 / 2 5 / 0 3 DRW SLTUSR352ROOFTRUSSDIVISIONPRIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO l N0.42704 : BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299.1522 FAX: 407.29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PURL ISHEO BY THE AMER[CAN FOREST AND PAPER ASSOCIATION) AND fPl. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL V. STEEL. EXCEPT AS NOTED. APPLY CONxECi0R5 TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 7 : STATE OFt 0p14 ti`.., B C TOT. L L LD. 0 . 37.0 0 P S F PSF S L T - E N G WM R SEON- 14794 OUR. F AC . 1.25 FROM S BPROFESSIONALENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0. E SPOHS IBILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTTIORRATION$19219 COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERTIFORANSECTION U UTI 25 'Dj SPACING 24.0" 1 JREF- 1S3X352 Z09 Z16146 - R23) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x4 SP SS Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, 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 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8(B1) _ LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) TC From 54 PLF at -1.46 to 54 PLF at 21.46 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.46 TC 315 LB Conc. Load at 7.06, 12.94 TC 163 LB Conc. Load at 9.06, 10.94 BC 459 LB Conc. Load at 7.00, 13.00 BC 73 LB Conc. Load at 9.06, 10.94 4X6_ 4X8= T2 6 1 6 8-0-0 xn = 2X4 III 3X8(B1) _ L1-4-0_j L.1-4.0j 1_ 7-0-0 _L 6-0-0 _I_ 7-0-0 J 0-0-0 Over 2 Supports R-1830 U-923 W-8' R-1830 U-923 W-8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 3125" Ft. WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 HIB-91 (HANOLING INSTALLING AND BRACING). PUBIISHEO BY IPI (TRUSS PLATE INSTITU TC. 5B3 D'ONOFRio DR.. SU11C 200. MAGI SON. YI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S]PI••, w Y%''•[` f No.42704 T C L L T C D L B C D L 20.0 7.0 1 0.0 P S F P S F P S F R E F R 3 5 2-- 1 6 9 9 1 DATE D 6 2 5 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION D R W SLTUSR352 SLT-ENG WMR2722SOUTHAPOPKAaLvD. APOPKA. F_ 32703 407.2991522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. TNIS DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOIEO. APPLY CONNECTORS TO t STATE OF Q` A ti R P BC LL TOT. LD. 0.0 37.0 PSF PSF SEON 11437 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 SIBPROFESSIONALENGINEERING CERTFICATEOFAuT1OR17AT1ONN921B DRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPOHENI OE SI GN SXOWN THE SUI TAB It I TY AND USE OF THIS- COMPONENTANY SECTPARTICULAR BUILDING IS THE RESPONSIBILITY OFiHE BUILDING DESIGNER. PER At E Jun 25 '03 SPACING 24.D" JREF- 1S3X352_Z09 L10190 - KL4) THIS UW6 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Wedge 2x6 SP #2: 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. iN LiEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. 1#1 HiP SUPPORTS 2-11-15 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5 X 4 =— 5X4= 12-0-0 ZX4 (A L<I -4-0--.L—l-U-!J L,1 -4.0,J L 2-11-15 _1_1-8-1_I 3-0-0 1 7-8-0 Over 2 Supports R-486 U=268 W-3.5' R-359 U-199 W-3.5' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale 375" Ft. WARNING TRUSSES REQUIRE E CARE IN FABRICATION. TION, HANDLING. SXIPDING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTIIUTE. SBJ D'ONOFRIO DR., SUITE 200. MADISON, VI 53719). FOR SAFEIY PRACTICES DRIOA TO D ERFOAMING iHC SE FUNCTIONS. UNLESS OTHERWISE INOICATED. TOP CHORD SHALL NAVE PR OPEAIY ATiACXED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT • FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SDECIF (CATION PUBLISHED BY THE AMER (CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C0NN EC IOTIS ARE MAOE OF 2OGA ASTM A653 GRAD GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IYL 1F1•'• Jt NO.ISZ%O4 STATE OF A. O R OP7yti„••• T C ILL T C D BC DL BC LL TOT . L L D . 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF R E F R 3 5 2-- 1 6 9 9 2G SMYTH LUMBER CO. F200FTRUSSDIVISION 2722 SouTH APOPKA BLVD. APOPKA. FL 32703 407.299.1 522 FA%: 407-29991 53 DATE 0 6 / 2 5 / 0 3 DRW SLTUSR352 SLT-ENG /WMR S E Q N - 14760 D U R . F A C . 1.25 FROM S BPROFESSIONALENGINEERING 0RAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSI BILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS VPoNI` N CERTIFICATE OFAIFTIIORVATTON 49218 ICOMPOTENT] FOR ANY 1995 SECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JUn 25 SPACING SEE ABOVE JREF- 1S3X352 Z09 Z1614B - R25) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Wedge 2x6 SP #2: 120 MPH WIND, 12.94 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4 12-0-0 3X10 III L,I -4-0,1-1 "-e J L<I -4 -O>1 1_ 3-10-0 3-10-0 _I 7-8-0 Over 2 Supports R-418 U-290 W-3.5" R-312 U=193 W-3.5" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:3 FL 1 R Scale 375" Ft. WARNING TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER 10 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 580 D'ONOFRIO OR., SUITE 200. MAD ISOH. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISX A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DRODUC TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DC SIGN CONFORM$ WITH APPLICABLE PROYI SIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AN0 PAD CR ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO IFI••. E NO.42704 j ESTATE OF 40n%.. T C T C B C BC TOT. L L D L D L LL LD. 2 0.0 7.0 1 0. 0.0 37.0 0 P S F P S F P S F PSF PSF R E F R 3 5 2-- 1 6 9 9 3 S MYTH LUMBER CO. ROOF TRU55 DIV1510N 2722 Somw APOPKA BLvD. APOPKA, FL 32703 407-299-1522 DATE 0 6 / 2 5 / 0 3 D R W SLTUSR352 SLT-ENG WMR SEON- 13401 FAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R f A C . 1.25 FROM S BPROFESSIONALENGINEERING DRAWINGS 160 A,Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF DROF(SSIONAL ENGINEERING RESDONSIBILI TY SOLELY FOR THE IRUSS COMPONENT DE51GN SHOWN FHE SUITABILITY AND USE OF THIS ACE CEFrnncA7EOFALITNORQATON#9218 COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERANSECTU Jun 25 ' 03 SPACING 24.0" JREF 1S3X352_Z09 Z1614B - R30) • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IROOF 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. 6 r- 3X4 (A1) 4X8= 2X4 III 120 MPH WIND, 10.56 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X8= 2 X 4 III 2X4 III 5X8= 2 X 4 III 3X6= 0 L_ 5-0-0 _1_ 22-6-8 I ICE- 27-6-8 Over 2 Supports R-1114 U-367 W-8• R-1005 U-297 T 2-10-3 91-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 25" Ft. WARN TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY III (TRUSS PLATE R 7 T C L L 20.0 P S F R E F R 3 5 2-- 1 6 9 9 4 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. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t IFI•• -.. T C D L 7.0 PSF S MYTH LUMBER CO. DATE 0 6 / 2 5 / 0 3 DRW SLTUSR352ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407.2991522 FA%: 407-29991 53 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 IP1; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMCRICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GRAB GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t NO. 42704 y = 7S 1 STATE OF t4 i/ yYQR10P v k......•`" BC B C TOT. DL L L LD. 10.0 0.0 37.0 PSF PSFF PSF S L T - E N G WM R SEDN- 13365 D U R F A C . 1.25 FROM S BPROFESSIONALENGINEERING DRAWINGS 160 A,'- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPON SI BIL IY SOLELY FOR THE TRUSS COMPONENT BE SI GN SHOWN. THE SUITABILITY AND USE OF THIS A` {. CERTIFICATE OF AUTHORIZATION 09218 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIONEICOMPONENT FORANSECTU Jun 25 SPACING 24.0" JREF- 1S3X352_Z09 1410190 - KJ1) TOP CHORD 2x4 SP #2 :T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B3 2x6 SP #2: WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X8= 5X10= Inl3 UNU rKtrAMEU rKUM UUMrUIEK IRYUI LLVAU3 & UIi1En3IVn3) 3UDrIIIIEU DT IKU33 NrK. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.-1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 36.46 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 36.46 BC 942 LB Conc. Load at 27.60 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4 = 5X8= 2X4 2 X 4 6 r T3 6 9-4-0 2 5X4 = 5X6- 2 5X4 = 7X8= B3 3X6= 3X6(A1) 3X10(B3) 1.4-0 1-4-0 H H 1. 7-0-0 _L 21-0-0 _L_ 7-0-0 _1 35-0-0 Over 2 Supports R-1571 U-516 W-8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 YARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AHD BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'OHOFRIO OR., SUIfC 200. MADI SON. YI 5)719). FOR SAFETY PRACTICES PRIOR TO PERFORMING IHE SE FUNCTIONS. UtII E SS 0THERYI SE INDIC AT(D. TOP CHORD SHALL NA YE PROPERLY AT TACHEO S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION "" IMPORTANT." FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODUCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY BEYIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE 1R US IN CONFORMANCE III I TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA, F1_ 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NDS (NATIONAL DESIGN 407.299.1 522 SPECIE ICAlION DUBL (SHED BY THE AMCR ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A- I. THE SEAL ON THIS DRAY ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. jHE SUITABU ITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 09218 COMPORT" I FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THEE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. R-2124 U-788 W-8" TY:1 F No.42704 s of STATE OF t Jun 25 '03 FL/-/1/-/-/R/- TC LL 20.0 PSF TC OL 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--16995 DATE 06/25/03 DRW SLTUSR352 SLT-ENG /WMR SEON- 13399 FROM SB JREF- 1S3X352 ZO9 L1014D - KJL TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TIC From 54 PLF at -1.46 to 54 PLF at 7.00 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC 1006 LB Conc. Load at 5.00 2 X 4 III INIS UNb F'KtF'AKtU tKUM LUMNUItK INYUI (LUAUS 5 UIMM)IUNS) SUBMI11LU BY MUSS D1FK. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 2.5X4 6 j-- 3-10-3 0 3X6 III 2.5X4 2X4 (Al) I<)-4-0:,-1 i7-0-0 Over 2 Supports> R-663 U=327 W-8' R-942 U-464 120 MPH WIND, 11.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, 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 Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft. YARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 HIB-91 (HANDLIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'OHOFR IO OR . " E 20D. NA0I SON. VI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. lop CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPOR TAW* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DR ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN: ANY FAILURE TO M. 1IFI ••, Vi S N0.42704 I 8 T C L T C D BC DL L L 20.0 7.0 10.0 PSF P S F PSF R E F R 3 5 2-- 1 6 9 9 6 S MYTH LUMBER CO. HOOF TRu55 DIvISION DATE D 6 2 5 D 3 DRW SLTUSR352 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407 299.1 522 FAX: 407-29991 53 BUILD THE TRUSSES IN CONFOR NA NCC YIfH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. IN IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IN ALPINE CONNECTORS ARE NADE OF 20GA AST. A653 GAAO GALV. SICEL. EXCEDT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER J ESTATE OFp• fVOR,Or,•• SPoNALE BC LL TOT. LD. 0.0 37.0 PSF PSF SLT-ENG WMR SEON- 13373 DUR. FAC. 1 .25 FROM CJBPROFESSIONALENGINEERING DRAWINGS 160 A-2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RC SPONSIB IL I TY SOLELY FOR fHE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHOROATION 092 to ANSI/TPIONONEFORBUILDINGISTHCRESPONSIBILIIYOF 'HEBUILDING DESIGNER. DER ANSECSECTIONJun 25 '03 SPACING SEE ABOVE JREF- 7 1S3X352ZD9 LL10140 - V-1/ TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F-- 3X4 = 2X4 (D1) = 6 2X4 (D1) 12-4-3 I, 2-0-0 _L 2-0-0 _I 4.0.0 Over Continuous Support R-74 PLF U-45 PLF W-4-0-0 I"IJ U11U —LrAn— rnVI-1 I. VI'IrUI— 111r U1 LLVI•UJ O UII-1—IVIIJ/ JU0I'1111LU 01 RUJJ II . 120 MPH WIND, 12.99 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft. WARNING TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR.. SUITE 200. MADISON, VI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERYISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONF ORNS WITH APPLICABLE DR 0115IONS OF NDS (NATIONAL DESIGN SPEC IF (CATION PUBLISHED BY THE AMCRICAN FOREST AND DAP ER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER j IF((• '• V f No.42704 i 1 i 17[ STATE OF 4Q'` S W[ V. f`r gA'.0 R10s• r_ ' T C T C BC BC TOT L L D L DL LL L D . 20.0 7.0 10.0 0.0 37.0 P S F PSF PSF PSF P S F R E F R 3 5 2-- 1 6 9 9 7 DATE 0 6 / 2 5 / 0 3 SMYTH LUMBER CO. ROOF TRUSS DIvIS10N 2722 SOUTH APOPKA 13wo. APOPKA. FL 32703 407-299.1 522 FAX: 407-299-9153 DRW SLTUSR352 SLT-ENG WMR S E O N 11446 OUR. F AC . 1 .2 5 FROM S BPROFESSIONALENGINEERING OR AVINGS 160 A-2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFFSSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. si HC SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORT7ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2 J u n 25' SPACING 24.0" JREF- 1S3X352_Z09 Z1614B - V2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4 6 1 6 2X4 (D1) = 2X4 (D1) 2X4 III L- 4-0-0 _1_ 4-0-0 _I 8-0-0 Over Continuous Support R=74 PLF U-27 PLF W-8-0-0 120 MPH WIND, 12.49 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO III B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IN (TRUSS PLATE INSTITUTE. 583 O'OXOFRIO OR . SUITE 200. MAD15011, VI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUXCT10115 UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TD I. OR FABRICATING. HANDLING. SHIPPING. INSTALIING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORESI AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A'S3 GRAD GALV. STEEL. EXCEPT AS NOTE 0. APPLY CONNECTORS TO 1. Rw _ tlF1'•• FI 3l *. f N0.42704 : 1 q, STATE OF l t, A' • V ti'•<........ T C T C BC 8C TOT. L L D L DL LL LD. 20.0 7.0 10.0 0.0 37.0 P S F PSF PSF PSF PSF REF R 3 5 2-- 1 6 9 9 8 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299.1522 DATE 0 6 / 2 5 0 3 DRW SLTUSR352 SLT-ENG /WMR SEON- 11433 FAX: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F A C . 1 . 2 5 FROM CJ BPROFESSIONALENGINEERING DRAWINGS 160 A L. THE SEAL ON THIS DR AY EN INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TAU SS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS YYY-.( .,` CERTIFICATE OF AUTHORIZATION U9218 COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERTIFORANSECTION U JUT1 25 SPACING 24. D" JREF- 1S3X352_Z09 Z1614B - H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-0-1 L.- 1-10.10.1. 9-10-13 9-10-1 Over 3 Supports R-400 U=223 W-10.564" 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. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 1 152 U-180 3-9-14 R-386 U-180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 R Scale 375" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. T C L L 20.0 P S F R E F R 3 5 2-- 1 6 9 9 9 INSTITUTE. $83 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION$ UNLESS 0 MERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. e], QV--y' T C D L 7.0 P S F SMYTH LUMBER CO. DATE 0 6 / 2 5 0 3 DRW SLTUSR352ROOFTRUSSDIvIS10Ii 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407-299-1522 FAX: 407.2999153 IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THISDESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICAIION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EACH EFACESOFRTRUSS. AND 2UNLESSIOTHERWISEALOCATED ONETHISE DESIGN. P SITXCEPTAS ION CONNECTORS. APPLY NPEROR$ i0 j ND.4i%O4 •I t i STATE OF 0 t w•RV0 BC BC TOT.LD. DL LL 10.0 0.0 37.0 PSF PSF PSF SLT-ENG WMR SEON- 11389 D U R F AC . 1.25 FROM CJ BPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. . THE SUITAVILITY AND USE OF THIS CERTIFICATE OF AUT//0RFfAT10N#9216 COMPONENT FINPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25ANSI/TPSPACINGSEEABOVEJREF- 1S3X352_Z09 1L1o390 - no) • Inla UNu FKtFAKtU tMUN LUMFUItK INFUI (LUAIIJ s UINtNJIUN--) JU511111tU OT IKUJJ NUM. TOP CHORD 2x4 SO #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 1 6-3 37 U-180 1t-9Ir-n14 R=18 U-180 L< I-10-10 -I- 4-2-15 4.2.3 Over 3 Supports— { R-97 PLF U-102 PLF W-1-9-2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO RIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MAOISON. WI $3719). FOR SAFETY PRACTICES PRIOR TO PEAF ORMING THESE FUNCTIONS UNLESS OTHERWISE 1NOICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURN DESIGN; ALPINE Dq OOUCT SAM I NC. SHALL NOT BE RESPONSIBLE FORPYOFTHISANYTDEDEVIATIHEONFROMTHISDESIGN: FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGH CONFORMS YIfH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THC AMER ICAN FOREST AHD PAPER ASSOCIAI ION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M pT IFI V J+ G f N0.42%4 ; j STATE OF 1 ! PJT C T C BC BC T 0 T L L D L DL L L L D . 20. 0 7. 10. 0 0. 0 37. 0 0 PSF PSF PSF PSF P S F R E F R 3 5 2-- 1 7 0 0 0 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvo. APOPKA, FL 32703 407- 299-1522 FAX: 407-2999153 DATE 0 6 / 2 5 / 0 3 DRW SLTUSR352 S L T - E N G / W M R S E O N - 14796 OUR. FAC. 1.25 FROM SB PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYTEALFORSEHEIRUSSICOMPONENTDESIGNTESSHOWN EDTA NCE THE SUITABILITYONAL ANDUSEOFENGINEERTHIS R•,.••• CERTIFICATEOF AUTHORRA' nON#9218 COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I TFOR ANSECTION U JUfI 25 SPACING SEE ABOVE JREF- 1S3X352_Z09 LIOlgU - NJA) IhIJ UNU FKtFAKtU tKUM LUMI'UIt1( INFLII (LUAU) F. UIP1t1YJIUNJ) JUbM111tU by IIiUSJ MtK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 Lt Wedge 2x6 SP #2: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. HIPJACK SUPPORTS 2-11-7 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-1 CANT ONE FACE, 1-1-1 CANT OPPOSITE FACE. 4.24 r— 1 6-3 31 U-180 0-4-3 1-9-14 Li - 0 R-54 U=]80 2X4 (Al) = 3X10 III L----1-10-9---L<1-5.11::, 2-9-3----->j a 2.1 Over 3 Supports R-334 U-241 W-4.95' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLIfIG INSTALLING AND BRACING). PUBLISHED BY TPI (IRUSS PLATE M. T C L L 20.0 PSF R E F R 3 5 2-- 1 7 0 0 1 D'Of10FR10 00. , SUITE HER SE INDI NI TOPIC). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESEPEAFORKINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T. PRODUCTS. INC SHALLF RNI SHNOIA BEO PY RESPONSIBLE FOROFTHISGNANYTHEDEVIATION L FROMN THISTRACTORDESIGN. A ANYNE FAILURESRED TOBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. IH IS DESIGN CONFORMS YI TH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER tlFl f4 % : 1 NO.42704 - t STATE OF fi Pf R,O ALI T C D L BC DL BC LL T 0 T . L D . 7. 0 10. 0 0. 0 37. 0 P S F PSF PSF PSF S MYTH LUMBER CO. ROOF TRUSS DIvESIOEi 2722 SOUTH APOPKA Bwo. APOPKA. FL 32703 407- 299.1 522 FAX: 407.2999153 DATE 0 6 / 2 5 0 3 DRW SLTUSR352 SLT- ENG /WMR S E 0 N - 14739 OUR . F A C . 1.25 FROM C SB PROFESSIONALENGINEERINGCEFMFICATE OF ALrnfORRATION#9218 A ESWINGS 160 A.Z. THE SEAT ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING pE5PON51916ITY SOLELY FOR THE TRUSS CONPONENI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS PARTICULAR BUILDING IS THE RESPONSIBILITY OF'THE BUILDING DESIGNER. PER CICOMPONENT FORANSE U 11 LP_ ML {• Jun 25 SPACING SEE ABOVE JREF- 1S3X352_Z09 Z1614B - El) I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. L<1-4-0-1— 7-0-12 _I 7-0-0 Over 3 Supports 30 R-363 U-197 W-8' 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 1 1 63 U-180 3-10-3 R-73 U-180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:16 FL 1 R Scale 375" Ft. WARNING' TRUSSES RCOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BA ACING REFER f0 HIB91 (HANDLING INSTALL LNG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI IUiE. 583 O'OHOFR IO OR SUITE 200. MAGI SON, YI 53111). FOA SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNlE55 OTHERWISE INDICATED. TOP CHORD $HALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M. tlFl(' / Y•` T C T C L L D L 20.0 7. 0 P S F P S F R E F R 3 5 2-- 1 7 0 0 2 S MYTH LUMBER CO. DATE 0 6/ 2 5/ 0 3 DRW SLTUSR352ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407.299.1522 IMPORTANT'• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORM$ WITN APPLICABLE PROVISION$ OF NOS (NATIONAL DESIGN P EC IF ICAI ION PUBLISHED BY THE AMERIC AN FOREST AND DAP ER ASSOCIAf ION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRID GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO F N0.42704 S S = 1Ikk7 STATE OF BC BC TOT. TOT. DL LL LD. 10.0 0.0 37.0 PSF PSF PSF SLT-ENG WMR SEQN- 11410 FAX: 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER n/ D U R F A C . 1.25 FROM S BPROFESSIONALENGINEERING DRAWINGS I60 A -I. THE SEAL ON THIS ORATING INDIC APES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS V{. CERTIFICATE OF ALITHORIUnON#9218 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIl 95SECTION PARU JtJn 25 SPACING 24.0" JREF- 1S3X352_Z09 LIb14t$ - t4 IKIJ UMb PKtFAKLU hKUM L.UMPUILK INPUT (LUAU) 5 UIMtNJIUNJ) JUCMIIItU UT IKUJJ MtK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 1647 U-180 1-10-3 I - 0 R-23 U-180 c1-4-0-J— 3-0-12--j 3-0-0 Over 3 Supports R-233 U-180 W-3.5' 120 MPH WIND, 12.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 oowmOftoa, 0TY:2 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. RCFER TO III B-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 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 tgZIPI% 4?j; i N0.4.2704 y T C T C B C L L D L D L 20.0 7. 10.0 Q PSF P S F P S F R E F R 3 5 2-- 1 7 0 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 6/ 2 5/ 0 3 D R W SLTUSR352 2722 SOUTH APOPKA BLvo. 4077-299-1 522O3 BU ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THISDESIGN CONFORMS WITX APPLICABLE PROVISIONSOF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHER[CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO 1 sT%1 OF ! Q' jQRot, B C TOT L L L D 0.0 37. 0 PSF PSF S L T - E N G / WM R S E Q N - 14733 FAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER roNA1. D U R. F A C. 1. 25 F R O M J BPROFESSIONALENGINEERING DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. •THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Jun 25 '03 SPACING 24.0" JREF- 1S3X352_ZO9 Z1614B - C1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS] SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCOL-5.0 PSF, WIND BCDL=5.0 PSF. 6 F— 2X4 (A ) Lc1.4-0,11 -0-121 1-0-0 Over 3 Supports II 0 110U 1O 809- 4-0 U= 180 R- 247 U-275 W=3.5' PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:12 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. 583D'ONOFRIO DR.. SUITE 200. MADISON. VI 53119). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PIT ODUCTS. INC SXALLINOTABEORESPONSIBLE FORPY OF THISGNHEANYTDEVIATION LFROMNTHISIRACTORDESIGN: AANYNEFAILUREERED TO GA( IF1••. jGv A0 f N0.42704 3* T C L L T C D L BC DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 1 7 0 0 4 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 6 / 2 5 0 3 DRW SLTUSR352 2722 SOUTH APOPKA BLvD. 4072gg1 522 3 FAX: 407-299- 91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t STATE OF Q` 4 j 0 R10P j B C L L T 0 T . L D . 0.0 37. 0 PSF P S F S L T - E N G WM R S E O N - 11375 OUR . F A C . 1.25 FROM S B PROFESSIONAL ENGINEERING DRAWINGS160A- Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TR US$ COMPO NEHI OE SIGN SHOWN. THE SUITABILITY AHD USE OF THIS YYY .4 CERTIFICATE OFAUTHORFZATION #92 10 ANSI/TPITIF/995NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jin 25 '03 SPACING 24.0" REF- 1S3X352_Z09 Z1614B - C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 6I- 2X4 (Al) L.i-4-0>1. 3-0-12---j 3-0-0 Over 3 Supports R-234 U-180 W-8' 9 R=406 U-180 18--1I0L- 3 R=03 U-180 120 MPH WIND, 8.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:8 FL 1 R Scale 375" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB•91 (MANOLING INSTALLING AND BRACING). PUBIISHEO BY TPI (TRUSS PLATE IN ITUTE. 587 1) NOFR IO DR.. SUITE 200. NA0I SON, YI 6J119). fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. EOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN IO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO pp'(IFI(•.• fl- r• IG t NO.asioa T C T C BC L L D L DL 20.0 7. 10.0 D PSF P S F PSF R E F R 3 5 2-- 1 7 0 0 5 SMYTH LUMBER CO. ROOF TRUSS DIv1510N DATE D 6 2 5 0 3 DRW SLTUSR352 2722 SOUTH APOPMA Bwo. APOPNA. FL 32703 407.299 1522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A657 GRAD GALY STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO j STATE OF O SOP ti•RM•.• BC TOT LL L D 0.0 37. 0 PSF P S F SLT-ENG WMR S E O N - 11371 FAx: 407.299'9158 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C . 1 .2 5 FROM S BPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION VV9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSINI COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF 'THE BUILDING DESIGNER. PER FOR ANSECTIONUvv Jun 25 ' 03 SPACING 24.0" JREF- 1S3X352_Z09 Z1614B - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONI) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 6108 U-180 2-10-3 0 R=48 U=180 cl-4-O-1F 5-0-12a,-1 5- 0-0 Over 3 Supports R= 295 U-181 W-8' 120 MPH WIND, 9.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL- 5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:8 FL 1 R Scale 375" Ft. WARNING* TRUSSES REOUTAE EITREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB'91 (HANDLING INSEALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE MSTITU IE. 583 O'ONOFR IO OR., SUITE 200' MADISOM. VI 53119). FOA SAFETY PAACfICES PRIOR EO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M Q_ 1q• U IFIY.' C T C L L T C O L 20. 0 7. 0 P S F PSF R E F R 3 5 2-- 1 7 0 0 6 S MYTH LUMBER CO. DATE 0 6 / 2 5 0 3 DRW SLTUSR352 ROOFTRUSSDIVISIONIMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC.SHALL NOT BE RESPONSIBLE FOR ANYDEVIATION FROM THIS DESIGN: ANY FAILURE TO/Ifcj' o.42704 1 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPKA, F- 32703 40407. 29 522 FA%: 407.2999153 BUILD THE TRUSSES IN CONFORMANCE WI INTPI: 00. FABRICATING. HANDLING. SHIPPING. IN"AL L, MG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN CONNECTORSIAREPMADESOFD20GATASTMMA653AGRAOREST GALVAND PAPER STEEL. EXCEPT(ASINOTED. TAPPLYALPINE CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 7f l STATE OAFFlt` Q N4 r`" v R O'' B C L L TOT. LD. 0.0 37.0 P S F PSF S L T - E N G WM R SEON 11380 D U R . F A C . 1 . 25 F FROM CS BPROFESSIONAL ENGINEERINGORAWIHGSI60 A"Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTYYORCEATION 09218 COMPONENT ANY 1995 SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 SPACING 24.0" JREF- 1S3X352 Z09 ASCE 7-98: 120 MPH WIND SPEED, '30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE --,,BRACES NO 1) IX4 "L" BRACE • 1) 2X4 'L" BRACE • 2) 2X4 "L" BRACE •• 1) ZX6 "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 r 1 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 0' 11" 11' 3" 13' 1" 13' 5" v U S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" Z H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" IT l" W STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 1 8' 7" 8' 7" 11' e" 11' 8" r... 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" l0' II" 11' 10" IT 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" C\? DFLF STUD 3' 6" 4' 11" 4' I1" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' e" 5' 8" 7' 7" 7' 7" 8' 9" B' 9" 11' 11" 11' 11" l 2 T 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' ll" 14' 0" 14 0" E- S P F N3 1 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9 6' 12' 3" 12' 3" 14' 0" 14' 0" H F STUD 3' 10" 5' I1" 5' 11" 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" w STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' B" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" w N3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 1 D F L STUD 4' 0" 6' 1" 6' 1" 8' 0" 6' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" l0' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0' 14' 0" 14' 0" S P F 3 4' 2" 6' 11' 8' 11" 8' 9' 8' 9" 10' 6" 10' B" 13 10 13' 10" 14' 0" 14' 0" U H F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" l0' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" it 4" 13' 10" 14' 0" 14' 0" 14' 0" P 2 4' 7" 7' 5" B' 0" 8' 9" 9' e" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' S" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" ll' 0" 13' 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" IT 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 1 8' 0" 1 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" SYID,1 ( ABOUTI Y 2X4 p2N OR BETTER DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL 16 BRACE IS USED CONNECT DIAGONAL BRACE FOR 8700 BRACE AT EACH END. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L 12. OR BETTER DIAGONAL r VERTICAL LENGTH SHOWN BRACE: SINGLE OR l6" IN TABLE ABOVE. DOUBLE CUT 1 1 AS SHOWN) AT UPPER END. ONTINUOUS B CONNECT DIAGONAL AT 141 REFER TO CHART ABOVE FORMIDPOINTOFVERTICALWEB. 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, VI. 53719) FOR idPSAFETY PRACTICELl S PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, HAVE PR D STRUCTURAL PANELS AND BOTTOM CHORD SMALLSMYTHLUMBERCO. MAVEC AO PROPERLY ATTACHED' GID CEIL[NG. ERLY TACHED IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 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. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CERTIFICATE OF AUTHORIZATION 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEY -FIR 1 2 STANDARD 1 02 1 STUD 3 STUD 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEY -FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 1 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" 0 C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NAILS AT 3. O.C. IN IB" END ZONES AND 6" O.C. BETWEEN ZONES. L• BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. 11 GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPWCE LESS THAN 4' 0- IX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN IV 6' 2X4 GREATER THAN 11' 6" 2.5X4 II + REFER TO COMMON TRUSS DESIGN FOR II IILIIPEAK, SPLICE, AND HEEL PLATES. P`F(,`.•'r THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-CAB12030 No. 42704 DATE 09/10/01 DRWG A12030ECO901 o'•• STATE OF , Q -ENG 0 R Ip P ( TOT. LD. 60 PSF szON AL E h4AX. SPACING 24.0" RIGID SHEATHING rAk_M71i lllllf 101111 IIIIIArma Tim ATTACH EACH _T- REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4- O C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0131' X 3': TOENAILS AT 4' O C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS A11015ENO699. A1O015EN0699, A09015ENO699, A08015EN0699. A07015EN0699 A11030ENO699. A10030ENO699. A09030ENO699. A08030ENO699. A07030EN0899 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A1303OECO901. A12030ECO901, A11030ECO90i. A1003OECO901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015ENO699, S10015ENO699, S09015ENO699, S08015EN0699. S07015EN0699 S11030EN0699. S10030EN0699. S09030ENO699. S08030ENO699. S07030EN0699 SEE APPROPRIATE ALPINE CABLE 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 "P' FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 'L• BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE _ REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRAC WIND SPEED AND MRH T' REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2X4 10 7, 10 7. 2x6 40 7, 50 7. 110 MPH 30 FT 2X4 10 7• 10 7, 2x6 50 7. 50 7, 100 MPH 15 FT 2X4 10 7, 10 7• 2x6 30 7, 50 7, 100 MPH 30 FT 2x4 10 % 10 7• 2x6 40 7, 40 9, 90 MPH 15 FT 2x4 20 7. IO 9, 2x6 20 9, 40 7, 90 MPH 30 FT 2x4 IO 7, 10 9, 2x6 30 7. 50 7. 80 MPH 15 FT 2x4 10 7• 20 % 2x6 10 7, 30 7, 60 MPH 30 FT 2X4 20 7, 10 7, 2x6 20 7, 40 7• 70 MPH 15 FT 2X4 0 7, 20 7, 2x6 0 7, 20 7, 70 MPH 30 FT 2x4 10 9, 20 7. I 2x6 10 9, 30 7, EXAMPLE: ASCE WIND SPEED - 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24' O.C. SP #3 T' REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 1) 2X4 'L' BRACE LENGTH = 6' 7- MAXIMUM T' REINFORCED CABLE VERTICAL LENGTH 1.10 x 6' 7" - 7' 3' R ' 4 PLACES DRAWINGS GAB98117 876,719 & HC26294035 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. , HANDLINGSHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED n•'1F CA '• y REF LET -IN VERT 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 PANELS r4 Q a, ,•(``` T •, DATE 10/ 24/01 S MYTH LUMBER CO. STRUCTURAL AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A INSTALLATIONALPINE CSSHALL NOTTHISGVDRWG GBLLETIN1001 ROOF TRUSS DIVISION ENGINEERED-- PRODUCTS. INC. BE RESPONSIBLETHE FOR DEVIATIION FROMOT THIS NO. A 2704 74 1` Y* ENG DLJ/ KAR 2722SOUTH APoPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS APOPMA, FL 32703 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 A14ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT A$ NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF TOT. LD. 60 PS F FAx: 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 A •• i ••. P : R. FAC. ANY PROFESSIONAL ENGINEERING ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR Q/ 0 ( FAw., O...1••.w``- SPACING .24.0" CERTIFICATE OF AUTHORRATION•9218•SUITABILITY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2//n. VALLEY TOP CHORD 2X4 SP #2 OR SPF y1/#2 OR BETTER BOT CHORD 2X3(') OR 2X4 SP y2N OR SPF fl/#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 H, 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. 5' W2X4 W2X4 TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 80%. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0" TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. 8-0-0 MAX -i W4X4 W2X4 12 Y4X Tf12MAX.(— WIX3 6-0-0 WIX3 OE —NAILED MAX SPACING) W2X4 •` OEND DETAILPTIONAL UB OPTIONAL IV WIX3 16-0-0 MAX WIX3 12 12 MAX. /V4X4 WIX3 WIX3 6-0-0 WIX3 W1 / (MAX SPACING)rX3WSX4SPL W2X4 24' COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) AT 2 OC PLANTu)uuuulua SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. ly\\\ a Q, ./ THIS DRAWING REPLACES DRAWING A105 YARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLNG, SHIPPING, ( 4 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AMID BRACING). PUBLISHED 4 A,• BY TPI • TC LL 3O 30 40PSF REF VALLEY DETAIL TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR (_ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,? DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTH 'LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 C IMPORTANT•• FURNISH A COPY Di THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI ROOF TRUSS DIVISION ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DL lO 10 10 PSF DRWG VALTRUSS0699 ENG MLH/KAR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, B HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH• APOPKA. FL 32703 APPLICABLE PROVISIONS ••, STATE OF LFC LL 0 0 0 PSF 55 OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA OT. LD. 60 57PSF ASTH A653 GR40 GAL". STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 0;. :• FAA: 407-299.9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O P,•• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i /` ••• ` \ O R DUR.FAC.1.25/I 3311.1511. 15PROFESSIONALENGINEERING •ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE t)A(1 \\ Vlj SPACING 24" CERTIFICATE of AVTHORITATION •921E RESPONSIBILITYDOF$ THE BUILDING MDESIGNER, OPERANYu/6^1 e1••E \\\\\\\ ANSI//TPI 1-1995BUILDING SECTION1z THE 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 VALLEYSUPPORTINGTRUSSBRACINGDETAILS. 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)r(A) C) ( B 3) 16d BOX NAILS 0" TYP. ( B) 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN 2) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED D) II I (A) 3) 16d BOX NAILS, TOE -NAILED C) III GIRDER Z(3) L(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONVai0Tlilfiilifiill/!/I/ WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, •,` w • N-`' LL 30 30 40 PSF REF CONV. VALLEYINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED a rBYTPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR., SUITE 200, MADISON. VI. 53719) FOR F iSAFETYPRACTICESPRIORf0PERFORMINGTHESEFUNCTIONSUNLESSOTHERWISEINDICATED. `• -CIF Cq•. DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL (`` •• SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING •// IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE • BC VL 10 10 10 PSF DRWG VALCONVF0699 ROOFTRU59 DIVISION ENGINEERED PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, * • No. 42704 Or IL 0 0 0 PSF -ENG MLH/KARHANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ * TOT.=LD. 60 55 57 PSF407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA S Lt FAX: 407.299.9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF •. STATE OFTRUSSAND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i •. C 1.25/1 33 1.15 I.15PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILIfYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i CERTIFICATE OF AUTHORIZATION 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ••••/ O'•• CING SEE ABOVERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. S/ONA1. TOP CHORD 2X4 92 OR BETTER PIG G Y B A C KBOTCHORD2X4 (j2 OR BETTER ' WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 15X3 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 PURLbN 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. A E E p / A E E E rl I-N — 20' FLAT TOP CHORD MAX SPAN II EITHER PLATE LOCATION IS ACCEPTABLE-- 2' TY 11 MA MAX SIZE OF 2X12 2 OR BETTER A B OPTIONAL /, SPLIC H u 7 B D B D—SPLICE B I B B DETAIL C C C MN JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2X4 2 5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 15X4 15X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING lx4 "T" BRACE. SAME GRADE. SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH FACE PER PIGGYBACK SPECIAL PLATE TOR EACH TRUSS PLY. FACE AANDY SPACE 4' OC OR LESS. 00 0 I 0 I 0 I 0 0 2 00 o 0 0 o a 0 0 0 o a 8 1/4" ATTACH PIGGYBACK WITH 3X6 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. y,:IV1'•i lii' m WING REPLACES DRAWINGS 634,018 634,017 & 847,045 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI PLATE Q H/ MAT{ LOADING REF PIGGYBACK TRUSS INSTITUTE, SB3 DONOFRIO DR., SUITE 200, ngDISON, VT. 53719> FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL Z` ,.•IF''•, v [ q y fi y 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. IMFOR ANT••RFURNISHLY CAECOPY [IFDRIGID CTHIS NDESIGN TO THE INSTALLATION CONTRACTOR. 1.33 DUR. FAC. DRWG PIGBACKB0699 ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITH TPII OR FABRICATING. N 0 .4 2 704 50 PSF AT ENC DLJ/KAR APOPKA. FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 3 .2 5 DUR. FAG. 407.299-1522 FAx: 407-299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, STATE O F 47 PSF ATPOSITIONCONNECTORSPER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY A••' 1.15 DUR. FAG. PROFESSIONAL ENGINEERING CERTIFICATE OF AUYHORIUTION r921 SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE4.c wRESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2 SUITABILITY i •• C) R IO _ VACING24.0" Al BOTTOM CHORD FILLER DETAIL 0 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 1 10 1 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 i# 4++ MAX+ 3X8 3Xl TRUL IX# VI18"#*LOX 42X8MAX WEDGE( 2) 8D NAILS CUT TO FITAE 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, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S MYTH LUMBER CO. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS. [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVo. DESIGN) ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI) OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APoPKA,FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299,I522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST M A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 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 CERnFICATE OF AurHORMAnON 8921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1;+11111N11iuUlA DRAWING REPLACES DRAWINGS A115 A115/R k 884.132 TC LL - PSF REF BC FILLER G IFIC,q•.Q DL - PSF DATE 06/25/99T•.. Bt DL 10.0 PSF DRWG BCFILLER0699 rk : No. 42704 C LL - PSF -ENG DLJ/KAR TO'_€ LD. - PSF STATE OF ' FAC. 1.0/1.15/1.25/1.33 n a O P:..ACING 24.0" N Al STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2 TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR 1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# J1 J3 J5 ** J7 s* 3.00 12 TO600 W2X4 I i ' 7' R=463y. W=3.50- END AND CORNER JACKS 5' CORNER SET SETBACK 3' 7' 0" 0 1' 2 HIP OR COMMON TRUSSlI 1 HIP TRUSS J5 J3 ft J3 J5 J7 J7 J7 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 t 212 12 W2x4 TO4.24 1 W2X5 I i W3X4 ORSIMPSON 3/4" THJA26 k 1 9-10-13 OVER 2 SUPPORTS 1 R=652y, W=3.50- VARNING•A TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HAN OLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'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 SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING N-IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEIROOFTRUSSDIVISIONENGNEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2722 SOUTH APOPKA BLVD. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299,1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAz: 407.2999153 AST 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-2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CERTIFICATE OF AUTHORRA710N 4921,31 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. HIPJACK pr`.y'V yc G IFICq••• Bc r• No. 42704 b 0 o STATE OF 06 tot I 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 LL 30 MAX PSF REF 7' STBK CS DL 15 MAX PSF DATE 06/25/99 pL 10 PSF DRWG CS7SBK3A0699 LL 0 PSF ENG SJP/KAR LD. 55 MAX PSF AC. 1.33 G SEE ABOVE NA1. CLB WEB. BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X6 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: T-BRACE OR L-BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" 0 C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS 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 SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, 2722 SOUTH APOPKA HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 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 Or AUTHORIZATION M921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. P ...... .,y iFic No. 42704 STATE OF. tX, •\ V T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579.640 LL DL DL LL 9 LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DR1VG BRCLBSUB0699 ENG MLH/KAR g2. FAC ACING 0.5./pN- EN,',°`,, rLUUK bA13Lt) TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). QUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4' DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,MIN. JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES IH15 UIIG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIQNS) SUBMITTED BY TRUSS MFR. TRUSS MAY BE INSTALLED UPSIDE DOWN. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-IOD GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' 12' < TRUSS SPAN < or = TO 20' 20' < TRUSS SPAN < or = TO 30' 30' < TRUSS SPAN 4: 16' OC VERTICALS, TYPICAL. NO DIAGONALS ONE DIAGONAL TWO DIAGONALS THREE DIAGONALS ONE EACH END AND CENTER) 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4' FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 VAS 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. Continuous Support W2X4 Except As ShownDesiPLToTYP. All 4Jave1TPIs95rR Criteria: n TPI STD o`` 1\\\\\\\`p`M'RgN/''' FL 1 R Scale 375" Ft. YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ` I NSTIIU iE, SB3 D'ONOFRIO DR SUIT[ 200. MADI$DN, WI 53719). FOR SAFETY PRACTICES PRIOR TO a PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IIIDICATED, TOP CHORD SHALL HAY[ PROPERLY ATTACHED V (C'•• L L D L 40.0 10. 0 P S F P S f R E F R 3 5 2-- 1 5 3 7 2 DATE 0 7/ 1.5 / 0 2SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. N o 4 2 7 0 4 DRWRooPTRusSDrvlsloNIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL INE ENGINEERED BL= DL 5. D PSFPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 SLTUSR352 02196003 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. 'HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN STATE OF LL 0.0 PSF SLT-ENG WMR 407.299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER'ASSOCIATION) AND TPI. ALPINE S E Q N 11184FAX: 407-2999153 CONN CCTORS ARE'MAD E OF 20GA AST. A " 3 GR AO GA LV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O ^ P T . L D . 55.0 P S F D RAVINGS ILO A F. THE SEAL OH THIS DRAY LNG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i / ••.••O•I O b U R . F A C . 1.00 FROMPROFESSIONALENGINEERING RESPONSIBILITY SOLELY FORTHE TRUSS COMPONENT DCSIGII SHOWN. THE SUITABILITY AND USE OF THIS E„"`\\ CERTIFICATE OFAUTHORCEA'nONa921B COMPONPITIFOR99SNSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Al JREF 1RU8352_Z17V/O 1 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 = 4400y MAX. 3/4- THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES.. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" 0 C. OR LESS. 2) 3X6 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O.C. BETWEEN PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: N" & "C' ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF lOd COMMON 0148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTFM 42 TRIISS STACKED CHORD FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD CROSS SECTION DETAIL I I 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) IOd COMMON 0.148" x 3") NAILS. OPTIONAL TIE PLATE ON NARROW FACE OR 10d COMMON 0.148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2xB 2000A 2) 2x6 3000y 2) 2x8 1 3500y MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES ATTACH WITH 0131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6' MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE. NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5.5"SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIEI 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 y3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS 1 PLACES DRAWINGS 1.070.978 798517 T620,124 & T615,489 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V IFIC„q•. / LL PSF REF SY42 CONNECTION 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 S yQ `` - GV T ••• l.DL PSF DATE 06/25/99 S MYTH LUMBER CO. SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C i ROOPTRUSS DIVISION IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE PRODUCTS, INC. SHALL RESPONSIBLE FOR FROM B L PSF NO.42704L DRWG CNSY42PLO699 ENG i,1LH/KAR2722SOUTHAPOPKABLVD. ENGINEERED NOT BE ANY DEVIATION THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH PSF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE a OT= LD. PSF40.7-29y 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 3L iQ •, STATE OF FAX: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL RESPONSIBILITY FOR THE 0,,••, ?I FAG. I.OL lCERnFICATEOFAUTHORaATtON49218 ENGINEERING SOLELY TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. i I i FAQ •• ._.••,.-`.+\ ACINGn_ r s s