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101 Venetian Bay Cir - BR04-001578 - SFRPERMIT AIDR910 CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER j SUBDIVISION I" PERMIT # t DATE'" PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE Q -3 a City ofSanford Certificate of Occupancy This is to certify that the building located at 101 Venetian Bay Cir for which permit number 04-1578 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Building: B. Oden 08/12/04 Engineering: D. Richards 08/16/04 Public Works: J. Crumpton 08/13/04 Utilities: e R. Blake 08/18/04 Fire Department: Zoning: Conditions (if blank, no conditions apply) Morrison Homes 08/18/04 Property Owner Building Official Date CERTIJFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 08/11/04 04-1578 101 Venatian Bay Circle Morrison Homes Venetian Bay Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering Public Works Utilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) o z3o CERTI'CATE OF OCCUPANC 1"' /a REQUEST FOR FINAL INSPECTIO dler- SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 08/11/04 04-1578 101 Venatian Bay Circle Morrison Homes Venetian Bay Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire N/A Public Works 9-3 0 Zoning N/A Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) n If I a j ' j j 1 CERTIVCATE OF OCCUPANCY III REQUEST FOR FINAL INSPECTIOnLX III P SINGLE FAMILY RESIDENCE**** DATE: 08/11/04 a; I v M Q r rt v N PERMIT #: 04-1578 C6 1 ADDRESS: y e101VenetianBayCircle r I CONTRACTOR: Morrison Homes Venetian Bay PHONE #: Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works 1-1 Utili Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 8/12/04 09:11:39 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240625 23.19.30.502-0000-0670 101 VENETIAN BAY CIR Free -form information LOT 5090 ************* SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1578 PD 4-13-04 SEE REC#6632 3/4"WA METER SET FEE $190.00 PD 4-13-04 REC#6632 F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel r;. CITY OF SANFORD PERMIT APPLICATION Permit # : v r CY -s \ Date: ) o - 4- Job Address: 0 Q Q}sQlf ]QV CY JX- )[tt L a.`1`1 L Description of Work: t1 (1AaCL1C f'T e, CJ WN \ rn rr)1 r1 Q, QYzO Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Electrical: New Service — # ofAMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Mechanical Plumbing Fire Sprinkler/Alarm Pool '0000, Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Commercial Industrial Plumbing Repair — Residential or Commercial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: , W w i1. f 01 v &Fc- 1`4+1 i 115.r CP tp_ C34-n E-t3 2 Phone: Contractor Name & Address: Phone & Fax: q()-4 c)c?C.` d`IqL) Bonding Company: &AA Address: Mortgage Lender: i5 lnrT ri i 2oO4 Address: Architect/Engineer: Address: / i—'/ I Application is hereby made to obtain a permit to do the work and installations as i>X I5G'ei 1ha0. ne o'rlor 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. a o OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law713. 166 Sig re of Owner/Agent Date /SlglhiTre of Contractor/Agent Date Print GWD. ROSSER Notary Public, St Of Florida 2006 Date APPLICATION APPROVED BY: B1d;7j) P 2 Zoning: Initial & Date) Special Conditions: Print Utilities: of Florida Date CARY D. ROSSER Notary Public, State of Florida 1 69II iKf324pRP€o1 r5, r?n' FD: Initial & Date) (Initial & Date) (Initial & Date) CITY OF SANFORD PERMIT APPLICATION Permit # : Job Address: to f Description of Work: 17 Q—JAJ U Historic District: Zoning: 0 Date: U V_UU I LU t A::4 `u (,, Value of Work: $ . a'_ 0 • LA) Permit Type: Building Electrical -I/ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Attach Proof of Ownership & Legal Description) L rJ T a _T I Phone: _ Contractor Name & Address: . k` Yt Z /tl (.,ICam( S1 Z1 yv G teLicenseNumber: _ C— 3 06 [ i Phone &Fax: r = i _ Contact Person: Phone: Bonding Company: N 1/a-- Address: Mortgage Lender: f \ Am Address: Architect/ Engineer: Phone:_ Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable law;, 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 t 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 an gement districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of F/,reaL I. aw, FS Signature of Owner/Agent Date Signature 4Contractor/Agent `' / Date Print Owner/ Agent's Name Print Contractor/Agent's Name Qz w/ a .-/() y Signature of Notary -State of Florida Date gig —nature ofNotary -State of Florida Date DEBBIE BLANTON COMMISSION # D 188491 Owner/AgentisPersonallyKnowntoMeoroZcrersonalltoeor Produced [D d[5 Februaryy2 00 I-SM- 3-NOTARY FL Notary Discount Assoc. Co. APPLICATION APPROVED BY: Bldgdy Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: of Central Florida, Inc. LIMITED POWER OF ATTORNEY 1123 Seminola Boulevard Casselberry, FL 32707 Office: (407) 696-2300 Fax: (407) 696-2360 I hereby name and appoint PMT4 c V- rtie to by my lawful attorney in fact to act for me and apply to Cam &f for a permit for work to be performed at: and to sign my name and do all things necessary to this appointment. es. Burke, CP C048214 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowled 9d before me this a? day of 20(1-by James urke, who is personally known to me. Notary Public, State of Florida NORMAN R. W{F TMAN My COMMISSION 0 Gb 22W62 Oi f EMr lREa: Augu4't 22, 2007 i-ma-WOrOy FL KaVY OfWe t AMC. Co: BE SURE ... Check with 'y the POOL PROS LIMITED POWER OF ATTORNEY Date: Ifs ' ' '- I - L!7 I hereby name and appoint T'R,Q,ll— 2 pt!lag n, 6 R— of Florida Pools to be my lawful attorney in fact to act for me and apply to _ UL4 p-Ir— for an electrical permit for work to be performed at a residence at a location described as: Section Township Range Lot J : Block Subdivisiony eft v$v,\j (,q 101y tVry 0q.1"-f P,'- A- .— Street Address City or County Zip Code Owner of Property Address Telephone And to sign my name and do all things necessary to this appointment. Brian Keith Miller EC-13001686 Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number Signature of license holder w& Diane T SawyerMy Commission DD143235 Expires August 18, 2006 Acknowledged: Sworn to me and subscribed before me this 24th day of June , 2004 C Nota ate of Florida Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL nr.1 tsran rrx<„ :, i,.,i 7 Xiirni {uc;lxclr 1 r.- Seminole County Avprrf v e rpraiserX:itrfi 1Iat K. KirlI S1. Sanford k1. 32771 44 7-669-7 94)6 GENERAL Parcel Id: 23-19-30-502-0000-0670 Tax District: Si- SANFORD Owner: NORRISON HOMES Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 101 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp I WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision Q < Back L> _ 2005 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: 0 Depreciated EXFT Value: 0 Land Value (Market): 26,000 Land Value Ag: 0 Just/Market Value: 26,000 Assessed Value (SOH): 26,000 Exempt Value: 0 Taxable Value: 26,000 2004 VALUE SUMMARY 2004 Tax Bill Amount: $533 2004 Taxable Value: $26,000 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Method Frontage Depth Units Price Value LOT 67 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next year's property tax "I be based on JustlMarket value. http-//www.scpafl.org/pls/web/re_web.seminole county title?parcel=2319305020000067... 10/22/2004 Prepared by:t- Florida Pools of Central Florida, Inc. 1123 Seminola Boulevard j Casselberry, FL 32707 NOTICE OF COMMENCEMENT State: FLORIDA' County: SEMINOLE THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statures, the following information is provided in this Notice of Commencement. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05482 PIS 1478 CLERKIS 4 2004158894 RECORDED 10/13/2004 03:27:22 PM RECORDING FEES 10.00 RECORDED BY t holden awrimo COPY ARARYANNE MOR:B® CI.K 0f C4ftC!!T U10 r ililE. COUNTY, PLORID11 k I TT 1 3 2004 1. Description of property: (legal description ofproperty, and street address ifavailable) 2. General description of Improvements: CONSTRUCT SWIMMING POOL 3. Owner Information: A. Name and Address B. Interest in property: 6'dy R r Si ryyP C. Name and address of fee simple titleholder (if other than owner): tA 4. Contractor: (name & address): 5. Surety: A. Name and address: B. Amount of bond: 6. Lender: (name and address) FLORIDA POOLS 1123 SEMINOLA BLVD. CASSELBERRY, FL. 32707 N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a)7, Florida Statures: (name and address) N/A 8. In addition ;to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as proved in Section 713.13 (1)(b), Florida Statues: (name and address) ABOVE NAMES CONTRACTOR 9. Expiration date of Notice of Commencement (the expiration date is 1 year for the date of recording unless a different date is specified) Signatures of Owner j Drivers License #: SL,j Owner's Name: lu % Owner's Address n ' ( (,, . ° All information must be printed legibly to comply with recording requirements. STATE OF FLORIDA COUNTY OF SEMINO The foregoing instrument was ac nowledged befo me this by G 441 odJl 466C. who is personally known to me or who has produced A w as identification'and who did (slid not) take and oath. Signature of person taking acknowledgement) Name of officer taking acknowledgement - typed or stamped) U C FFY JAMES M. BURKE (Tile or rank) MY COMMISSION # DD 209386 EXPIRES: May 9, 2007 Frpo_F p0°e Bonded ?hruBudget Notary Services 4'. u 1123 Seminola Boulevard Casselberry, Florida 32707ofCentralFloridaInc i3tz Y rc } t, ?}r. t , n.+ , ? • ,or?; } s,+ .i (Y 7 Main Office: (407) 696-2300rri 'rail J, t., iFr}, i.,F{.} „if'.:v r(" Ji11 it7E)t' rT . j . ,: , „ •,r t ,!' . z FLORIDA''P.,OOL'S CONSTRUCTION AGREEMENT (Part 1 of 4) 7 t:zt r1 i $r. ,'N •t$"{fi i;ihbLv =q ,j •t i .;r. , ,tx :';, .. r t,;hC7 ., ' n"FfyPg:: Sh31!;ct . T,J !1E^ ,ill• { ' it!i ' '?^jv; *Jrt ) '`ttf{)1'C7r . FLORIDA POOLS -OR CENTRAL, FLORIDA;'INC`,f"FLORIDA POOLS," State certified contractor, CPC048214, a Florida corporation whose Corporate Offices are located•at 1123' Seminola Blvd.,'Casselberry, FL 32707, hereby agrees to construct for and sell to2 :7v6r? rtrf•=, Jim! tg gt;"t'•,^a tr i{ rtj rig:•.., .,•..:rr psi -Y Buyer"), whose residence is/or place ofbusiness is O l V >3 u !c z i a ,.i ( A- L R L e City S ,L 4r- , Florida (Zip) Home Phone Office Phone i t,11 'c ` ' ; the swimming pool and related equipment described below (hereincollectivelycalledtthe;work")`ito be, mstalled,at` )" y ` City_q n-O^ino, firm di!., fmzk y,f; 'ZI :s3„ p Legal' for the cash,priee,- of,$ •;i 13'0 I,.rL-1 Z. o, and Buyer hereby agrees to purchase the work for said cash price to be paid as follows: Down Payment ( —' ); Balance 40% ($ .Z 16 ) at excavation; 40% $ l l o ti ( ) at gunite; 18%j")'at decks nor to final to finish"surface' and 2% $ . P ( ) at startup of pool/spa equipment; prior to utilization: Florida Pools shall carry out the work`on the terms and conditions set forth on the reverse side hereof. If Buyer has not allowed eonstruchon to commence within sixtyf(60) days,from date of this agreement, Florida Pools reserves the right to renegotiate the contract price. fi :trs',o? tttiw?•t7 r r;.^1;3rJ+. e ri ,i i, m.,,,t • .., I - Twit r.rrJz,: ., .,f Wpz ,„BiJYER'S,'RIGHT. TO CANCEL You may cancel this Agreement by providing written notice to Florida Pools, 1123 Seminola Blvd., Casselbe FL 32707 in person, b telegraph, li • , p..:, .r.yr ^nr ,.. tTY, , P , Y orbymail.,Tliis not cemust• indicate that you,,. o not want the goods or services and must be sent by certified mail postmarked before midnight of thethird(3"),business,day,.aflerisigning this•Agreement bt ;;•,? If you"cancel'this Agreement, the Sellermay notkeep all or part of any cash downpayment. Any property traded in, any payments made by you under, the Agreement andany negotiable instrument executed byiyou will be returned within ten (10) business days following receipt by the Seller ofyour,.cariaellatioriinot}ce, and any,secunty interest arising out.pf the transaction will be cancelled. If' yoiicancel, yoifinustmake available to the Seller'at your residehce,' in substantially as good condition as when received, any goods delivered to youunderthiscontract; or you may, if youwish, comply with the instructions of the Seller regarding the return shipment of thegoods at the Sel ler's expenseandisk`Atfi + 1'?r? If you do.make the goods available'to'the Seller and the Seller does not pick. them up within twenty (20) days of the date of your notice of cancellation, you may return or dispose of the goods without any further obligation. - If you fail to make the goods available to the Seller, or if you agree to return the goods to the Seller and fail, to do so, then you remain liable for performance of all obligations under this Agreement. iYr. 2!! O r:F7Oi'-'::,f if '7'42'': Frri1:.l;i `i r!: 's?7 Yu 'W,;• 'i191?. -,a::e . aa. ,.,,tf, ) n, ia- 7iir, (Date)' • ,, :?....., +,: I HEREBY CANCEL•THIS TRANSACTION.f+'. t;x }i 009 e'iij; )f ct v ci! •, : rtti rr b*.:^ brnt: ovi i.,, ;a ?i z juiT (.,, cc, r^ter. ±' (Date) c:is •=oq . 'i .t , i .zr :'I t— :. wf ,r,_,, ..; (Buyer's Signature) ARBITRATION Florida Pools and Buyer hereby elect binding arbitration as their exclusive method of settlingall controversies and claims existing between them relatingtothis -Agreement without regard to whether such claims or controversies arise under contract, tort, statute, regulation, ordinance, or other law. rArbitration proceedings shall be conducted it accordance with the Rules for Swimming Pool Arbitration adopted by the Bludsworth Central Florida'Chap'terof the National Spa and,Pool Institute (NSPI) Arbitration Committee and said Rules are hereby incorporated by reference into the termsofthisAgreement.' _Additional information may be obtained by writing the chairman of the Bludsworth Central Florida Chapter at the address referenced in the RULES FOR SWIMMING POOL ARBITRATION. Arbitration proceedings under this Agreement shall be commenced by either party by,sending a•writtenrequest,for arbitration to the Chairman of the Central Florida Chapter of NSPI Arbitration Committee, together with any filingfeesrequired. Requests for arbitration' shall be. submitted on "Request for Arbitration" forms that can be obtained from the local NSPI and must set forth,the'issues in dispute; and or the -amount claimed as damaged, and the relief sought. Notwithstanding the foregoing, Buyer and Florida Pools agree that Florida Pools retains the right to file a claim of lien against the property and to protect,this_lien until ultimate,resolution of the. dispute. Buyer acknowledges that' he`has'read and received' a complete, legible copy of this Construction Agreement (Part I), including the iteins and conditiorWcoiitairied;on the reverse side hereof, and a complete, legible copy of each otherdocument which Florida Pools has required or requested Buyer. to sign., Buyert,acknowledges receipt of theSwimming Pool,Specifications' and the Exclusive Service Agreement (designated as Parts 2 and 4 of thisConstrticiion-Agreement) ,Buyer shall receive a copy of thePlans (designated as Part 3 of the Construction Agreement) as soon as they are coinletedtd¢13 St za3astte? .,, tpil Fttr+ ida: zc •rttp, hhn,:rt tt. ) Par:.,.rib ¢ 4.tii:irj?sr> „r.Piix). , rr;_ Y,s- • ,+ti r v 'E<`q '.Y 13 ;.';'- , Dated this I day of V , 20 1 11 4a'4? CxYtrAtbf aw, nU hin r ,3111 :i atrt: !' r'., ;;} ?: cjt'.-1:..'?' FLORIDA POOLS This Agreement is not valid until accepted b officer 7- rncr ! •=t1! • r t':'• f: P Y an o of the Seller. Bu 's Signa t'' 1, 7 Accepted this date Zv , 20 39 oR din oi ; eq 1r; r . . / l •/ 6 t4 ;: . i" Buy i4 , .; sa t3 vet st .,e .y;., r ' ,: r,.r ,r 1"> it ,:h ^zI 'c?t• '' 11000, zh\3` C - it.}\[rY. .: 7:J. t ?,J5' ` , 'ill:. ,,.,,r3l fi r. 'r.^rt ,j •'t % c.r, r t'+ yr , v} ` rt Sales R' asu "w7;ent., d, tiyrta e zitti) hevio'Title `JRevision Datc: 6120/00 t-02-00 10:03A -Ppc 9170 5['kPNOL?a1,t P_O1 Permit m Residential Swimming Pool, Spa and Hot Tub Safety Act Notice of Requirements I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at (01 V A--yNj _,4t_ , and hereby affirm that one of the followingPrirnneetAddress) methods will be used to meet the requirements of Chapter 515, Florida Statutes. please initial the method(sl to be used for your pool) The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29; The pool will be equipped with an approved safety pool cover that complies with ASTM F1346-91 (Standard Performance Specifications for Safety covers for Swimming Pools, Spas and Hot Tubs); All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self -closing, self -latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515, =.S. and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $500 and/or up to 60 days in jail as established in Chapter 77 , F.S. OW 'S SIG NATU FTE & :)A CCINTRACTOR'S NAME PLE_nSE PR!NT: OWNER'S NAME (PLEASE PR" 7* ent aserJet 3100; 4+0 Dec 11 -03 7:15Pfv1; Page 1 /1 t c f ,-7 44Z 01 J h' 98°19-43'C UP, Kfi89'sv R3'w LUT 9c s 41 i'oyC+:F l cpi,1J LAtl ,dEIEr- .e.8 C•. cl Z`-"i'• b Lr, AD) NG o 6,465 S0 Fr. FINISHED FLODR u r4 CL E YA rl ON 4 1. , 4 j L.ANS REVIEWED Cl 'V OF, SANFORD ti L 2 rfiFR{VC(D aiAPIDlo fry' R/W1 rRA T ,I- l,lt iATE R04DWdY ISo R/w, TRAC• _ R! VA.TE AOA04AY F+acXS 64o. - as x 1 'I ,' OF SAWRP t'rC+ 29- Ruar ?!?- STE 6a 3v+ S Corw 6, M_ CArKXLi SQ !'?. w I. ..AL r'ErrJaPMM Lar 57. - V C N Z 7 1 k 0 A Y h4-- Lor **) 50' 0 oratnq ra wv yips rF,qroI a roCwded mr d ;nlr ! !A P £ R V J O 0 S APV erpy., of d+. +abic Arcrrd 01 Sei.via6 Carry. F'frhi Nola %av? tMrs hmrsw X4, r.!'arn cd o 7Ae C4 a• OW hW1,AP7DATA, Thm oo•n` wlxm Myron fr. *4m Fhoa lam -h : a at lvli q S e4'S coring to ow F6od Aswwram .Rale ow Cons»r Pmt, Mgtb6 r Yrrrri riasn u bo.ed` m WVP per i n#** +c tG7' a 9 C O 3 5 6, Do1a4 C 4/ 1 7/ r S c«w.vcno pba b, ti'md14 11 s r Engmr Nic na 7yo! sa,I.xdCwevi+y 'J.+b.n WX.-g<1 ..hf+ lsirt+w- 2W .' c e.A.%1' or si. srch n! L+r a Orror r in Fa.• oaea+scN g ' oJ. xr.b.r: OS•Ot T•O2 7h7e .anorcSarveyeo.+. Yp• filer fe+ per le.o r fi V rGV11--^I "IVJ This area "Treyed 44'-0" 40'-0" Spa side -view water depths for seats and jets. (in blue) 8 00 O N N Oco0 waterline `— ----- ._- -- -- -- — -- —N waterline woo go TELbam i3 Seat depths — overall measurement based on 3" distance from deck to water line during spa use. Water jet depths — place jets in therapy positions: lower back ('low'), one for the upper back / shoulders ('high'), and the other two at ranges in between ('mid'). Notch area 5" 1 '/2" Line wNalve Cantilever w/flag base Planter 10-0 N I 4 0 to 4 io b' o i r— ^ co ^ ; 60 yI[ I 2-0 Bubbler la-s t 2,....... 18 M l 12" Curb w/Step i 4'-0" co I C: Lake Monroe 4 Venetian Subd Q 0 c 0 Venetian Custom Pool Design Prepared For Designed 3y - Ron West CPC044075 1 11123 Seminola Blvd Casselberry, FL 32707 Office: 407-696-2300 Fax: 407-696-2360 Name: Jaron and Michelle Brownell Home: 407-947-6765 SCALE Address: 10 -Venetian Bay Circle Office: 407-829-4207 1/8" = 1'0 City/ST/Zip Sanford Mobile: Subdivision: Lot # Other: cd,r:.est 7-92 Area Perim Raised Beam/Steps' Fool 338 93 Raised +6" 0 Spa 28 30 Raised +12' 0 Depths Raised +18" 0 Avg Depth 4 Deck Steps 0 Gallons 10980 Spa Step 0 Gross Deck 880 Spa Bench 0 Door Pads 2 Step #1 5 Other Pads 0 Step #2 7 Top Exist 0 Step #3 9 Band NO Step #4 6 Ranter 0 Bench 6 Footer 0 Tidal 31 DOD 44 DeckArea 516 Total Acrylic 516 Computer Info Tile Info Original WL Tile 123 Rev #1 Step Tile 64 Rev #2 ITle Size Reces Rev#3 6 270.E Rev#4 6.5 249.785 File Name 2x6l 140.8 Read carefully Lot survey and site inspection required to finalize proposal. After Florida Fools Construction Department completes an inspection, some changes .may be required. (Le., retaining wall due to slope of yard, house setbacks and utility easements.) Pool Contract price will bee adjusted accordingly if additional work is requires. .Any changes made by buyer to this original plan will result in a minimum charge of S250.00. Buyer will also be responsible for the cost of changes to be performed. These additional changes will be due and payable in full at approval of change order. The homeownerflowider is responsible for having deck are treated for termites protection. This is required after deck is formed. These specifications constitute the entire agreement. Nothing verbal or implied are to be considered part of this agreement. I have read the above statement and accept the design provided including location and design of pool Signature Date 29 Pod Dimensions:Size 13 x 4) Depth Fier x Pant Special Depth Wabr Surface Area 333 .'sq.ft.. Perimeter; 93 ft 3) Fit erType Cartridge Size 2C) Pump Ty pei Wh is per Flow Size 2 H? Additional Pumps., NA Size Ret un l nets-Nb. Skimmer Pb. 1 Sariizirg System 1 Ozone and Rairbow Heater- Type! LP Sze 430K GA SLINEAND/OR TANK INSTALLATION AND HOOK-UP 1 IS THE RESPONSIBIUT YOF THEBU WRI Cieel System POGO... m Step/Bench Fig . One on Beads Offer Rumblrg 1 VZ' Lineto Ranter Water Feature 31 Water Line Tile D'Assissi Oobr Rosso Step EigeTila Same Cobr, M Rased Beam = NA 33 Coorg ; Cantilever LF :Cobra 34 Gra b Fa is & Recess ed Steps ; He ndr a t Sw input 18 x 5' Bends 18" x 5' i Sbpouts Add Ito rel Bench-LF 3i Urderwater Ligh SAM 3 Therapy ; Per; x; Pent: Sq. ! Raised', Jet No. 4 Spa _L g_h t SAL Special Motes See Print Glass Bock NA. 27--_--Deck -Acrylic SgFt' 516 Qobr' Bombay Add tonal Deck Work re SqF Deck Rasters LF ra Fbbht DackSte ps For Spa Cur bOniy LF, Deck- O-Dan 40 LF. Footings re LF. 33 Retaining Wall re 33 FLORIM FOOLS torerroveon day of excaiation: 0 Stumps- Nb 0 Concrete/AsphatSgFt 0 Uproobd Vegetation and Other Debri; 0 40 Total Nb.of Loads b Femow 0 41 Double Drhandirg N Pump from Street Y Buyer to have folIll wing located,reroutedpr remov Septb Tank Y Gas Lire Y Water Lire Y Sprinklers Y Telephone Lire Y Pow eri re Y Sewer Lire Y 4 Access: Rght ( ) Left ( ) Rear X Fence Removal N Permssionover drivew a) N Permission wer nx bt N Sidewalk Replacement X Yes ( ) No 43 Add I b na I Gradi rg 0 Cu.Yd. WabrScurce C 44 IntenQ Fbol Finish MA RNA 45 Auto Controls RS4 43 Addional Bectrcal NA V ScreenEncbsure BY CUSTOM Color BRONZE Roof DOME Doors# 2 Gutters YES 43 Chid Safety Fence ALARMS Other Special Construction Features and Equipment, NOTES: 5 i LE---°-i WATER LINE LIGHT STEPS Ll 6 " TILE 8' MAX. 4" NOM. "FIBER MESH" CONCRETE DECK W/ SLIP _ RESISTANT TOPPING ON COMPACTED GROUND I JUNCTION BOX W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL) 1 I" .(BY OTHERS) PI TIlltt' I 1# 3BAR CONT. W/5" + 4'0"MIN. I'1 WALL- W/ 8 x 8 BOND . g BEAM USE 2 # 3 BARS CONT. MIN MAXIMUM RISER = 12" 611 MINIMUM TREAD =10 " (240 SQ.IN.) SUCTION INLETS SET INTO CENTER OF STEEL GRID AT POOL DEEP POINT POOL LQNgMaM SECTION DISTANCE LESS THAN 1 ON 1 • 1 EXISTING STRUCTURE REFER TO ATTACHED DRAWING FOR DATA REGARDING DUAL LL-'_ SUCTION INLET SYSTEM AND Ara" O. C. VACUUM RELIEF SYSTEM Y THE CONTRACTOR MUST PLACE ALLSTEELIN THE POOL WALL AT NO MORE THAN 0 INCHES ONCENTERINBOTHDIRECTIONSINTHISCRITICALAREA. ALSO THE POOL SHELL WALLSHALLOECONSTRUCTEDAT6INCHTHiC1UyESS. TiOS STEB MAT AND SHELL WALLSHALLBEEXTENDEDALONGTHECRMnCALAREAANDTOALMAPOMANDIsGREATERTHAN THE MINIMUM REQUIRED DISTANCE AS DETERMINED ry THE 1 ON I s WHICH 1METHOD. - _ TYPICAL WALL AND FLOOR WITHIN ANGLE OF REPOSE 8 AWG COPPER WIRE TIMECLOCK n no TO 7BOX I SERVICE JCT. SP$ T 4'MIN---TOGGLE 4 SWITCH 8" MIN W. P. DISC 12 V. TRANS POOL DECK W/ 12 V. SYSTEM 18" MIN. TO / TOP OF LENS MARBLE' PLASTER FINISH R 1' U. L APPROVED 120 VAC430OW POOL U GHT W/ GFI OR 12V/300W POOL LIGHT W/ LOW WATER CUT OFF IN U.L APPROVED GREY 1 PLASTIC FORMING SHELL W/ NO.8 BOND PER N.E.0 STEE TEX. FORM ( OPTIONAL) II OUTER EDGE OF I I DECKTOCONFORMIIWITHLOCALCODEII / TO TRANSFORMER BY OTHERS) 3 BARS 12" O.C. EA WAY POOL STR ECT RAL DETAILS ALL STRUCTURAL. FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAVMNGSALSORELATETOSPACONSTRUCTION. Pur4P 1. MAIN DRAIN LINE 2 SKIMMER LINE I 3. WASTE LINE I E/ 4 4. RETURN LINE 5. PRESSURE CLEANING LINE ( OPTIONAL) 5 4 12 V/3W W W/ LOW 3 # 12 WATER CUT-OFF IN % " COND ALL ELECTRICAL OR-120 VAC. W/ GFI SHALL CONFORM PER N.E. C. W/ART. 680 N.E.C. ELiEG L DIAGRAM C 2 1: MIN. 2" COVER OVER ALL B 6" TILE I 5" I 4;- Ito 193 BAR CONT. W/ S1 WALL- W/6'xIr BOND BEAM USE 2 # 3 DECK BARS CONT. BRICK OVERPOUR (1 ROW) ALTERNATE BEAM FINISH DETAIL 3 NOT VALID WITHOUT RAISED SEAL 8 A FA HAIR & LINT STRAINER B. RECIRCULATOR PUMP C. FILTER D. IN -LINE CHLORINATOR OPTIONAL) E. HEATER ( OPTIONAL) VALVE Y 2 5 2004 DATE RN H. JiEi IRDSON, P P.E NO. 1 3 GENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S POOL PLAN. 2. POOL WALLS SHALL BE 5 " THICK AND FLOORS SHALL BE 6 " THICK AND SHALL BE PNEUMATICALLY APPLIED CONCRETEWITHACOMPRESSIVESTRENGTHOF3,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TOACISTANDARD318. i 3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 2001 AND ANSI NATIONAL STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSVNSPI NATIONAL STANDARD-3 FOR PERMANENTLY INSTALLEDj. RESIDENTIAL SPAS. 4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40, REINFORCING SHALL BE # 3BARSAT12 " O.C. EACH WAY W/ 15" LAP JOINT IN WALLS AND FLOORS UP TO 6'. OVER 6' USE # 3 BARS AT 6" ON CENTER EACH WAY IN THE AREA OVER 6'. 6. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING STEEL WITH # 8 AWG COPPER WIRE #8 AWG COPPER WIRE TO BE RUN INTERNALLY AND . EXTERNALLY WITH THE NEC APPROVED PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN. 7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, .WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTEREDINEXCAVATIONSHALLBEREMOVEDINITSENTIRETYANDTHE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOLMUSTBEREDESIGNED. 8. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THESAFETYOFEXISTINGSTRUCTURES. 9. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EAESEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALLVERIFY LAYOUT' AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 10. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS ANDORDINANCES. 11. WARNINGI TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE 17 OLFSIDE DRIVE WINTER PARK, FLORIDA 32792 PHONE (407)6574133 RESIDENTIAL SWIMMING POOL MASTER SPECIFICATION DRAWING FOR CITY OF SANFORD NOT TO SCALE' DWD BY- GHS VACUUM UNE OPTIONAL) VW SAFETY VACUUM RT'nNG 1X VE IIx VACUUM LINE OPTIONAIJ wY SAFETY VACUUM FITTING \ 1%"o VE U VACUUM LINE OPTIONAL) wi SAFETY VACUUM FITTING \ T 1x. r VEN SKIMMER f MWer MAX it ANTP40RTEK 1 T 1 r r0 SWIMMING POOL SECTION 6LZBNATE W SKIMMER E' I MAX tr ANTIVORTEX COVER 1i c r 0 —.._ SWIMMING POOL SECTION MNS• MAx 1r ANrnaRTEIC covet SWIMMING POOL SECTION - 9LIEBNATE'j COVER MUST COMPLY WITH ANSUASME A112.19.S M ) RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS IN ACCORDANCE WTH SECTION 424.2.6.6 OF FLORIDA BUILDING CODE ANTWORTEX COVER SUCTION INLETS MAW DRAINS) SPA PUMP Z. 1 i VE 0 r o ,' sucnoN iNUETS MAIN DRAINS) SPA SECTION GI TF TE_A' SKMMMER ANTIVORTEX X FEATURE COVER SPA r r0 IX• VEu r 0 sucnoN INLET SUCTION INI.ETS MAW DRUM) MAJN DRWI8) SPA SECTION ALTERNATE •B' SUCTION urtT MAIN DRAW) AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC- ALERT.TM SVRS SYSTEM IS AN ALTERNATIVE VACUUM RELIEF DEVICE, INSTEAD OF EITHER OF THE TWO SYSTEMS SHOWN. ATTACH PLACKARD WHICH STATESTHATVENTISASWIMMINGPOOLSAFETYDEVICEANDSHOULDNOTBETAMPEREDWITH. EMT SUCTION INLET SYST131I MAY N THE BOTTOM AND ONE ON THEVERTICALAERLLTICCALWALLS . OR ONE EACH ON Two ( VENT COVER MAY BE GUTTERDRAINSUCHASHAYWARD VENT TO ATMOSPHERE SO VENT MODEL SP-1019 WILL NOT BE BLOCKED BY DEBRIS, INSECT INFESTATIOKOR 80• ELBOWSMCROBIOLOGK:AL CONTAMINATION T v MINIMUM ALTERNATE T le Irr8 f SUCTION INLET rs MAXWM M' TEE ANCE 1 .0 TOCONNECTION JSUCTION Iwo INLET ALL VENT PIPING - 1w B O VENT PIPE r 1r M}IN. SUGGESTED DETAIL ATMOSPHERIC VENT PIPE LENGTH DRAVMNG TO SUPPLEMENT roMINIMUM = IV MAXIMUM - 30• CONTRACTOR'S SPECIF1 ON ' a j DRAiMNG ON FlLE TO PUMP AIS30DY MAXIMUM VACUUM VMTH ONE MAXIMUMSUCTIONPIPEVELOCITYPPLUGGEDANDTORELEASESIX (S) FPS OR 89 GPM ENTRAPMENT ON THE OTHER DUALSUCTIONINLETSYSTEMpyMLLNOTEXCEEDED4SATMOSPHERIC VENT SYSTEM HES OF MERCURY IN 3 SECONDS 1) VERTICAL TOLERANCE IS + 2' I) WATER LEVEL MARK TO PUMP 4' 8 %" MAY 2 5 2004 DECK- 9 z w w a a WATER LEVEL 1- 3' MIN.---i TYPICAL POOL AND SPA INSTALLATION E CTIONFLOW FOR RESIDENTIAL POOL = 8 FPS CTIONFLOWFORRESIDENTIALSPA = 6 FPS NTRACTORMAYCESUCTIONPIPESIZEMEETTHESEREQUIREMENTSFRICTION LOSS FROM PIPE ELBOWS PIPE 45' 90' SIZE ELBOW ELBOW 134' 2' 4' 2' 2%' 6' 2 ''/:' 3' 8' 3' 4' 8' 4' 5' 12' 5' 6' 14' PIPE LENGTH TO VE II = "L" - ELBOW FRICTION LOSS EXAMPLE: THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN TO VEII IF USE 2' 0 PIPE W/ 2-90" ELBOWS AT 6 FPS IS 54' — 12' = 42' VACUUM SUCTION ELIMINATOR - VE II LAVE 11 IS REQUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAIN ar Catrad Fla%fa. Inc. 1123 SEMINOLA BLVD CASSELBERRY, FL 32707 EVA CITY OF SANFORD PERMIT APPLICATION Date: Permit # Job Address: i 64y Description of Work: T Historic District: Zoning: Value of Work: S Permit Type: Building Electrical AL Mechanical — Plumbing Fire Sprinkler/Alarm Pool Addition/ Alteration . Change of Service Temporary Pole Electrical: New Service — # of AMPS Cal Re ired) uMechanical: Residential Non -Residential q ReplacementNew (Duct Layout & Energy C. Plumbing/ New Commercial: # of Fixtures # of Water &Sewer Lines___._. of Gas Lines Plumbing Repair — Residential or Commercial Plumbing/ New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial Total Square Footage: n of Dwelling Units: __- Flood Zone: (FEMA form required for other than X) Construction Type: # of Stories: Attach Proof of Ownership & Legal Description) Parcel #: yOhOwners Name&Address: — lQQ— 0vr Contractor Name & Address: mt—r t rCu tCAS Phone & Fax: J5 tR Bonding Company: Address: Mortgage Lender: . Address: Architect/ Engineer: 1eCA-- 3 qqq i L C + V State License Number: C' C S `' `? fk S(°"':+ VN Phone: — o_ vy)- t )o 1p Contact Person: _ Phone: Fax: _ Address: the fy that no ation has r to the Application is hereby made to obtaina permit to dormed tomeetdstandards ofsall laws as retgulatingre construction nrthsrjurisdiction. Iunderstand that a enced separate issuance of a permit and that all work will be p permit mustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, eta OWNER'S AFFIDAVIT: I certify that all of the foregoinginformation is accurate and that all work will be done in compliance with all applicable [a regulating SULT IN R TO RECORD A NOTICE construction FOR IMPROVEMENTSITOYOUR PROPERTY. IF YOU INTEEND TO OBTAIN FINANCING, TWICE CONSULT WITH YOUR LENDER OR ANAYING F COMMENCEMENTMAYREATTORNEYBEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: Ur addition [o the requirements of this permit; there may be additionalrestrictions 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. tify the owner of the property of the re irements of Florida Lien Law S 713. Acceptance ofpermitisverificationthatIwillno , o ctor/ Agent Date Date sib Signature of Owner/Agent print Con r/Agent's Name Print Owner/ Agent's Name i Da " jennifef AW*dovW Signature of Notary -State of Florida Date SignaN of Notary -State of Florida Commission DD272Sn' pj Ey4kaDeCember0720 ! Known to Me or Contractor/Agent is Personally Known to Me or Owner/Agent is _Personally Kno Produced ID Produced ID -- Utilities: FD: — APPLICATION APPROVED BY: Bldg: Zoning: — (initial & Date) (Initial & Date) Initial & Date) ( Initial & Date) Special Conditions: 10-03;i203 9:04AM FROM r P. 2 CrfY OF $A NFORD l'UXff APPLICATION ' ?ir.Q1 4P*; Pertoit ag ' rt7-4 qb Adtlrccs. J Description of work; Historic District: Zoning: Value of work: S Permit Type: 8uaxwg El"Uical MCchauical Plumbing Fire Sprinkler/Alarm tool Electrical: New Savior, — # of AMPS AddidGWAhcrution Change of Savice Temporary Polc Mochaoieal: Residential Non -Residential Rcplaccmcnt Ncw (Doa Layout & Energy Cale. Requimd) PlumbiaZif Ncw Commercial: # of Fixt ues # of Water & Sewer lines # of Gas Lines Plutubing/New Residwu& # of wilwoelouts Plumbing Repair— Residential or Commercial Occupancy Type: Residential V Commercial lmduslrial Total Square Footage: Lottstrucllon Type. # ofStories: # of DwrlUng Units: Flood Zone: (FBMA form required for Other than X) Sundiug Couapauy: Address: .. _— Marlgago 1404te: ArchitocriSogiuoor: Phone: Atldress: Fax: Application is hereby made to Obtain a permit to do thc'work and installations as iodicaud. I certify that uo work or installation has commenceal prior to the issuance ofa parnifand that all work will be performed to meet standards ofall laws regulating construction in Ibis jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will bo done in compliance with all applic able lawn rl!gulaltn construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y UOIl 1'AYIIiG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNFY BBFOM KECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requiccments of this permit, there may be additional restrictions applicable to this property that may W found in the public records of Ibis county, sad lbsto may W additional permits required from other goyernmenral entities such as water management districts, state agencies, or falcral ugencias. Acceptance of permit is Verification that I will notify the owner of the properry of the require menu of Florida Lien Law, FS 113. GzJ Ar-2 v Signature Of Owner/Agent Due Signature Of Co ur/Agent Date Print Owner/Agent's Name Print Coll r/Agctu's Name Signature of Notary -State of Flonda Date S,r urr o ry-Stara o F rd ~ Uate gar ov,, George Stokes UwncdAgcnt is _ Persoaally Known to hie pr^ Contractor/Agent is ,- Plzully Knownw Me u My Commission DD024871 Produced IU _ Produced ID , , no Expires May 13 2005 APPLICATION APPROVED BY: UWS: Initial & Date) coning: Urilincs: FO: Initial & Dare) (Initial & wto) (Initial & Date) Special conrlitiorw; CUUNTY UF SEMINOL[ IMPACT FEE STATEMENT* ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75961 DATE: BUILDING PERMIT E II T MBER: UNIT ADDRESS: t-_________________________ TRAFFIC ZONE: JURISDICTION: O6 CITY'OF-SANFORD-__.'_--- SECs TWP ADDRE6S: ..................... LAi--115 CATEGORY: 001 - Single Family Detached Huuee TYP[ USE: Rewide'.tial WORK DESCRIPTION: Single Family House: Detached - Construction F[[ BENEFIT RATE FEE UUIT RATE PEK # & TYPE TOTAL DU[ TYPE DIST SCHEDLLE DESC. UNIT OF UNI7S ROADS ART[RIALS CU-WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NOkTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.0n SCHOOLS CO -WIDE D dwl unit $1,384.00 1 $ 1,384.0O SMOM0M STATEMENT RLC[IVED BY: / SIGNATURE: HAME) DAT[: 2,285.0O NOTE TO RECEIVJNG SIENATORY/OPPLICANT: FAILURE TO NOTIFY OWNER AND TIMILY PAYMENT MAY RESULT IN^YUUR LIABILITY FOR THE FEE. *Y DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-CO]NTY MOTE** KCOXS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DU'E AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. p[RCONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEOL THE CAL[ULATUNS OF THE ROAD, LItRARY SYSTEM AND/OR FDUCATJONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRI7TEN REOUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATUR[ DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TPE REQtEST_FOR REVIEW MUST MEET THE REQUIREMENTS OF [HE COUNTY LAND DEVELOPME}T CODE. IES OF THE RULES 8OVERNING APPEA'-S MAY BE PICVED UP, OR REOUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [AST FIRST STREET, SAWFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOAD BE OADE TO: CITY OF SANFCRD DUliDlNG D[PAKTMENT 300 NORTH PARK AVENUE SANFORD. |lL 32771 PAY1'1ENT S1-,OULD BE BY CHECK OR MONEY ORDER, AND SHO LD REFFR|NCE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TO:::' i[]d'T OF TXE NUlICE. 0*THIS STATEMENT IS VALID ON-Y IN CONJUNCTION WITH ISSUANCE OF A*$ FAMILY BUILDING CITY OF SANFORD PERMIT APPLICATION Permit # :_, MJobAddress: / Description of Work: Historic District: Zoning: C 1 Value of Work: Date: l 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 v/ Commercial Industrial Total Square Footage: 2331 • Construction Type: GM u. # of Stories: _ # of Dwelling Units: _ Flood Zone: X (FEMA form required for other than X) Parcel #: Z3, j / I O— 6-0 `— 0000— Lk. (Attach Proof of Ownership & Legal Description) Owners Name & Address. 0 91 P1 s/ 5oUrHMlliZ AM47A ZQ?. AlriiAwo -3 s Phone: }D /y bZ 077 Contractor Name & Address: AMi5k MJL# A IYAC4 SOIJ &4S aad( t,ej lyg 7 — State License Number: c g G / it, /, Phone &Fax: 6 QQ 0% 0 S` Contact Person: JOAAI U/7! Phone 7 / %Y Bonding Company: NA A Ury Address: N Mortgage Lender: AA Address: Architect/Engineer: G n.d 1 y ? Address: d37rSWC(}J /% M*I t/f i /ll/ I/%%J 1Wd710 ' Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify at n vork o Sens a' lati n as commence" prior [o the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction t thin n 'ai understand t t a separate e 1 permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS WELD iPOOLS, FU IJ`AC',. BQ ES1}{ A TANKS, andl AIR CONDITIONERS, etc. p` 999 OWNER'S AFFIDAVIT; I certify that all of the foregoing information is accurate a_ d that all.work-OI1 done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQ. OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 ma gement districts, state agencies, or federal agencies. Acceptance of permit rifrcation th -will notify the owner the roperty of the requirements of Flo Lien Law, FS 713. Signature ofOwner/Age Date Signature of C tractor/Agent D to ro c M't2 NIA Cis+ _ -e W z Print Contrac r/A e Z $ Print Owner/Age s N w C X Q g D 8 o ¢ Signature -Scat f Flo D to Signa e N -State of Florida NO 10d Uj om o * eo Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or rOa__ o ` 0 _ Produced ID Nib Produced ID A 4 G jAPPXAT[ON APPROVED BY: Bldg: ( i ( 0 eZoning: Utilities: FD: Initial & Dat) (initial &Date) (initial &Date) (Initial &Date) Special Conditions: Q hv.ecla c,nc C rr. cony! 19 f tl 1 ti Ei 6 it 441 iia Ii1 gi all 41 tit it taa I tsux Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05216 PG 1007 CLERK' S # 2004033587 RECORDED 03/05/ 4 1108135 PA RECORDING FEES L N RECORDED BY S O'Kelley CERTIFIED COPY 1VlARYANNE MORSE liii FIR'; OF CIRCUIT COURT SE it N CA R 0 5 2004 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. 1. 2. Description of property: / J Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of thepublic records of SeminoleCounty, Florida. / y Street Address /D Abq/Cam/ ` Sanford, FL General description of improvements: New single family residence Owner information : Name rrison Homes Address 51 South Tiall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-U077 Fax Number (407) 629-5282 4. Fee Simple Title Holder 5. Contractor: 6. Surety : N.A. 7. Lender: N.A. N. A. Name I INREK- F'jNwNAddress 151 South Hall Lane. Suite 200 Tel Number 407) 629-0077 Fax Number 407) 629-5282: Maitland FL 32751-7172 8. Personswithinthe State of Florida designated by the Owner upon whom notices or other.documents may be served as providesby713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Noticeas provided in 713.13(1)( b), Florida Statutes. N.A.. 10. Expiration date of notice of commencement : One year from the date of recordit I Date Signed: Signature of Owner's Agent, Mhfeic Myof, Sworn to and sub cri d fore me this by Signat r of o ary: . Maria Lisa Steiner, who is personally known to me. raa;L.:'4 D. A, CARKMYCOMMISSION4DD 214811 Notary Seal: * * EXPIRES: Jung 27, 2007 Bonded Thru Budget NOMY Bervkee oF , LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES, EACH AN AGENT OF: 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 PERFORMS AT MM1UVla l:il SUBDIVISION: ADDRESS: f/'e% AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER) The foregoing instrument was acknowledged before me this DATE: 4 og BY: MAREK SAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. ,I - }I i,YL A. LONG MY t" IBSION # DD 005206 Apr 18, 2005 OF 1 u Inc. 1-&-0-&NOTAFY FL Nu, ry SaNI 6 Bcndirg, SIGNAT OF NOT Y: NOTARY SEAL. Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pis/web/re_web.seminole_county_title?PARCE... PARCEL DETAIL wl ty a J Semintsir Ctmnty Anprrtr ,mippnrirrr cAr,iith 101 F. 1,11"it t SynlnrJ 1•I. 1j771 GENERAL Parcel Id: 23-19-30-502-0000-0670 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 101 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision Back > 1 Lle 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $11,310 Land Value Ag: $0 JusUMarket Value: $11,310 Assessed Value (SOH): $11,310 Exempt Value: $0 Taxable Value: $11,310 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 67 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 TE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax Ifyou recently purchased a homesteaded propertyyour next year's property tax will be based on JusWarket value. 1 of 1 3/4/2004 9:15 AM Permit # Job Address: Description of Worts, Historic District: CITY OF SANFORD PERr,41 i' ApPI.PCATt(),N r 17 0, --l7 5 Z -7 s v Zoning: 'Value of Worls; L.. ® ,`•v\ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Electrical: New Service — # ofAMPS Addition/Alteration Change of Service Temporbiy Pole { Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy C't31 Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gzs Lines Plumbing/New Residential. # of W r Closets Plumbing Repair— Residential or Commercial F. Occupancy Type: Residential 'Cmrnercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: FEIYIA forcer rectttire-(I for otlre.r f:lFan X) Parcel N: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Contractor Name & Address: n Phone & Fax: Bonding Company: Address Mortgage Lender: Address; y Architect/Engineer: Address: Phone: License Nun. ber- M Phone: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conmren(eW prior ta; theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS; WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable )Piwc i c:t{tdMingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT J19 Yo Pn',; )'i, VTfdGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A)qATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in The public: records ofthiscounty, and there may be additional r, is required from other governmental entities such as water management districts, state agencies, of f(.dcra.l agencies. Acceptance of permit is verification that 1 Null notify the owner of the property of the requirements of Flonda--ten 5 S 713. y StgnatureofOwner/Agent Date j! ERT tur.e- onczctor/ nt Date G. - DLO RUSSO Print Owner/Agent's Name Print ontractor .Agent' -Nam MAY 2 Signature of Notary -State of Flonda Date wn " Signature of No_r`-State of Flonda Date Owner/Agent is _ Personalh <no cn to Me or Contractor/Ae,-.: u _ Person2dhvKnown to Me orProducedIDProducec; PPLKAl JON APPROVED BY: Bldg: lninal& Dail) 7t'C IJI ( ondltions; 1 2004 12004 Zoning' L :.::;s: I D: _ Initial Date) (Initial lc Da(e) (Ingtia cClDat c^u,:-.ae .art•.:er..•.sn2c4rx sta6n`sT{ MIRiNVAD TURNER if+ f0 MISSION a )i 1 ?12893 7 EXPIRES: JrtnK , J> nded1hiutetar} lic rdertiariters Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) July 20, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 67 Venetian Bay, 101 Venetian Bay Circle O "7" / T70 To Whom It May Concern, The finished floor elevation of the structure located at: 101 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 67, "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. lam_ 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 101 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 67 ," VENETIAN BAY " PLAT BOOK PAGES PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#####) ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) ZoneAO, usedepth offlooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans 811. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-aA below according to the building diagram specified in Item C2. State thedatum used. If the datum is different fromthe datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 13. 8 ft.(m) CU o b) Top of next higher floor NA . _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o o V o d) Attached garage (top of slab) 13. 5 ft.(m) 0 o e) Lowest elevation of machinery and/or equipment W ° servicing the building (Describe in a Comments area) 13.2 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 13.1 ft.(m) z m o g) Highest adjacent (finished) grade (HAG) 13.2 ft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA r1p,ofessionaloi) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 31Pft1F E DATE TELEPHONE 7-20-04 407-788.8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg, No.) OR P.O. ROUTE AND BOX NO. Policy Number 101 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offical, (2) insurance agent/oompany, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended foruse as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similarto the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/or equipment servidng the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community'sfloodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED G6. DATE ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Hem * .I88ociateB Inc. P.C.P.Q 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 90°00'00" 25.00' C 2 90°00'00" 50.00' LOT 92 LI Z LOT 67 0 O "A' GRADING v; O 6.465 SO. FT. N O 15. 0.1'0' 40.0' 1846) ZE I ' LANTANA ELEV. A.B Q C SINGLE FAMILY RESIDENCE FIN. FL. OD I'' ELEV: 13. 8 O O 0 6.7' SET N/D IN WALK li 15. 2.0' P.C.P. 0.7'! m 21.3' 1 39.27' 25.00 78.54' 50.00 LINE L I L 2 LOT 91 o Oc O _ o r- O , O n, a V rn rrnn M Z LOT 68 35.36 70.71 BEARING N 89° 59 ' 43 "E S 89°59'43"W N 45°00' 17"W S 45°00'17"E DISTANCE 60.00' 35.00' G N o.l L 2L 0.1, o CIL P.C.P. S 89° 59 43 "W 129. 44 CIL VENETIAN BAY CIRCLE REFERENCED BEARING 50 ' R/W) TRACT "F " PRIVATE ROADWAY CIL MONROE VIEW TRA 1 L>I CITY OF SANFORD 50' R/W) TRACT F" 101 VENETIAN BAY CIRCLE PRIVATE ROADWAY LEGAL DESCRPTION.' Lot 67. " V E N E T I A N BA Y " according to the Plot thereof as recorded in Plot Book 63. 84 - 88 the Public Records Seminole County. Florida. SETBACKS: Front 25' Rear 20' at pages of of FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone K Side 5 ' Corner 15' according to the Flood hsurance Rate Mop Community Panel Number Minimum Lot Width 50' 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Note: Bearings shown hereon are referenced to the CIL Flood Zone determination was performed by graphic plottinfrom Flood hstrance RateMopsbyFEMA. No field by this Firm to of VENETIAN BAY CIRCLE datum based as NGVD being S 89°59'43-W. Engineering providedstrveyingwasperformeddetermine this Zone. The exact zone location can only be determined by Vertical is on per by I I onelevationconstructionplansNedHie r Engineering. Inc. study. We assume no responsibthy for actud flooding conditions concerning this parcel Job Number 2001 . General Notes: A 1. This is BOUNDARY Survey in the field D Legend aperformedon . 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark 0/S O. R.B. Offset al Records Book subsurface/aerial encroachments, if any, were located. assumed datum) PB PlatOffi PlatBook 3. Building ties shown are to the exterior unfinished foundation surface or lormboard. BOW Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved CA Centerline PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown d CALC Central or (Delta) Angle gCalculated P.C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed CB Chord Bearing PG. Page temporary Benchmark shown hereon. CD Chord P.R.M. Permanent Reference Monument 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument P. P. O.B. Point fy Line Point of Beginning Rihts-of-wa of record whether depicted or not on this document. No search of the 9YPEL. or ELEV Elevation (Proposed) P.O.C. Point oJCommencement Public Records has been made by this office. FINAL EL. Elevation (Measured) P.I. Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe PT. Point of Tangency B. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod R RAD Radius Radial Line Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked '"L7tness Corner" unless otherwise noted. PPLB Licensed Business I?/W Right -of -Way ODenotesP.C.P. (Permanent control point) I.S. Mea Land Surveyor Measured TBM Temporary Benchmark Denotes Permanent Reference Monument N/D(N&D) Nail and Disk TYP. Typical 2004 Herx & Associates Inc. Ail rights reserved 9N.R. Not Radial Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor a r Drawn by: AH This survey meets the require is of the F rida Minimum Technical CER T I F1 ED TO : Checked b y : DP Stan sascontained inCh r61G17-6 IoridaAdministrative ode. MICHELLE & JARON BROWNELL Prepared For: MORRISON Q_ w MORRISON FINANCIAL SERVICES OF FLORIDA. L.L.C. UNIVERSAL LAND TITLE. INC. FIRST AMERICAN TITLE INSURANCE CO. Job Number: 02-017-02 Scale • 1'- 30' Plot plan performed: Rev. House Position: 02- 12-04 03- 18-04 William A. Her.,, P.L.S. Florida Register eand Surveyor No. 3182 Foundation Survey: 05 - 05 - 04 Darae L. Przemieniecki, P. S.M. Register urveyor and Mapper No. 6030 Final Survey: 07- 14 - 04 William R. Herx, P. S.M. Registered Sury y r and Mapper No. 6092 Herx & Associates Inc., Sfafe of Florida L 4937 7 ,11D, 04 Revisions Hem * .4880ciettes rnc. 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 oRSurveyCURVEDELTAANGLERADIUS TANGENT CHORD CHORD BEARING P.C.P.Q C 1 90°00'00" 25.00' 39.27' 25.00' 35.36' N 45°00'17"W 1 C 2 90*00*00" 50.00' 78.54' 50.00' 70.71' S 45°00'17"E LINE BEARING DISTANCE L I N 89°59'43-E 60.00' L 2 S 89°59'43"W 35.00' LOT 92 LOT 91 LI 4— o LOT 67 zo A- GRADING ool 6.465 SO. FT. N Vo O 40.0' fT11 O c V 1846) LANTANA O O v ELEV. A.8 & C O Oi SINGLE FAMILY n O O FIN FL. mvELEV: 13.5 co m? LOT 68 1 O O 60.0'D 40.0'W6.7' O 15. 12.0'v Q 21.3' C) P.c.P. O 1 N N P MI L2 CITY OF SFO NP. C.P. S 89°59"43-W 129.44' -- P.c.P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE CIL MONROE VIEW TRA I Lf, 50' R/W) TRACT "F " PRIVATE ROADWAY 50' R7W) TRACT F" i CITY OF SANFORD LEGAL DESCRIPTION Lot 67. " V E N E T I A N BA Y according to the Plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X" according to the Flood Insurance Rate Map Community Panel Number 1202890035E.Dated 04117195 City of Sanford. Community Number 120294) General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights - of -way of record whether depicted or not on this document. No search of the Public Records has been made by this once. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 2003 Herx & Associates Inc. All rights reserved Certification: Not valid without th ature and the original raised seal of a Florida licensed Surveyor d Map r This survey meets the requirr, e is of the lorlda Minimum Technical an ds as contained tryChSol r 61G1 6 Florida Adminlstraliv Code. William A. Herx, P.L.S. Florida Register3y land Surveyor No. 3182 '- Darae L. Przemienlecki, P.S.M. Regist r d Surveyor and Mapper No. 6030 WilliamR. Herx, P.S.M. Registered SuyorandMapperNo.6092 Herx & Associates Inc., State of Florida LB 4937 PRIVATE ROADWAY SETBACKS: Max Coverogd - 64 Front 25' Rear 20' [S/TE DATA Side 5 ' Corner 15' MP_ERVIO_US SO. FT. - 43V Minimum Lot Width 50' LOT SO. FT. IMPERVIOUS AREA -2.794 SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5943W. Vertical datum is based on NGVD per Engineering construction plans by Ned H i l l e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark O/ S offset assumed datum) U.R.B. Official Records Book BOW Back of sidewalk PB Plat Book C/ L Centerline PC Point of Curvature d ACenfra! or (Delta) Angle PCC. Point of Compound Curvature Calculated P.C.P. PG. Permanent Control Point Page CB Chard Bearing P.R.M. Permanent Reference Monument CDChordP/L Property Line C.M. Concrete Monument P.O.B. Point of Beginning EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement FINALEL. Elevation (Measured) p 1 Point ofIntersection FD. Found PRC. Point ofReverse Curvature Fin.Fl. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius I.R. Iron Rod RAD Radial Line LArcLengthRES. - Residence LBLicensedBusinessR,yy Right-of-Way LS. Land Surveyor TBM Temporary Benchmark MeaMeasuredTYP. Typical N/D(N&O) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legal Description This is not a Survey Drawn by: AH Checked by: DP Prepored For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot plan performed: 02-12-04 FoundationSurvey: Final Survey: Revisions . FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A roject Name: LANTAN Builder. MORRlS N HOMES w ,.,.Address: Q Permitting Office: ty, State: Permit Number. ner. i"OM' SDN HOMES Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftz) 7. Glass area & type Single Pane a. Clear glass, default U-factor 253.0 ft2 b. Default tint 0.0 ftz c. Labeled U or SHGC 0.0 R2 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. NIA e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New _ Single family 1 4 Yes 1846 ft2 Double Pane 0.0 ft2 0.0 ft2 0.0 ft2 R=0.0, 201.0(p) ft R=4.1, 1150.4 ft2 R=11.0, 17.0 ftz _ R=11 A, 418.0 ft2 R=30.0, 1851 A ftz Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 27499 PASSSSTotalbasepoints: 28780 /`1 I hereby certify that the plans and specifications covered by this calculation are in complian ith the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, a ned, is in compliance with the Florida En OWNERIAGENT: DATE: Cap: 35.0 kBtu/hr SEER: 12.00 Cap: 35.0 kBtu/hr HSPF:7.80 Cap: 50.0 gallons _ EF: 0.86 _ PT, Review of the plans and STorsspecificationscoveredbythis indicates o4Z calculation compliance with the Florida Energy Code. Oft, Before construction is completed y this building will be inspected for compliance with Section 553.908 covFloridaStatutes. WE 4 BUILDING OFFIC ;; C, REIRE-11 DATE: Can V 1 I 71, l iIDI) EnergyGaugeO (Version: FLRCSB v3.30) t N, FORM 60OA-2001 n SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , 11 PERMIT # BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1846.0 25.78 8566.2 Single, Gear NW 5.0 4.0 15.0 40.72 0.61 373.0 Single, Clear NW 1.4 12.5 24.0 40.72 1.00 973.1 Single, Clear NE 1.4 &0 38.0 47.10 0.97 1737.9 Single, Gear NE 1.4 8.0 38.0 47.10 0.97 1737.9 Single, Clear SE 1.4 9.0 53.0 61.07 0.97 3141.7 Single, Gear SE 1.4 8.0 19.0 61.07 0.96 1117.9 Single, Gear SE 1.4 8.0 19.0 61.07 0.96 1117.9 Single, Clear SW 1.4 8.0 19.0 56.99 0.96 1042.3 Single, Clear SW 1.4 8.0 28.0 56.99 0.96 1536.1 As -Built Total: 253.0 12778.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 418.0 0.70 292.6 Concrete, Int Insul, Exterior 4.1 1150.4 1.18 1357.5 Exterior 1167.4 1.90 2218.1 Frame, Wood, Exterior 11.0 17.0 1.90 32.3 Frame, Wood, Adjacent 11.0 418.0 0.70 292.6 Base Total: 1585.4 2510.7 As -Built Total: 1585.4 1682.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 34.0 7.20 244.8 Exterior 34.0 4.80 163.2 Adjacent Insulated 18.0 1.60 28.8 Base Total: 52.0 192.0 As -Built Total: 52.0 273.6 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1851.0 2.13 3942.6 Under Attic 30.0 1851.0 2.13 X 1.00 3942.6 Base Total: 1851.0 3942.6 As -Built Total: 1851.0 3942.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 201.0(p) -31.8 6391.8 Slab -On -Grade Edge Insulation 0.0 201.0(p 31.90 6411.9 Raised 0.0 0.00 0.0 Base Total: 6391.8 As -Built Total: 201.0 6411.9 INFILTRATION Area X BSPM Points 1 Area X SPM = Points 1846.0 14.31 26416.3 1846.0 14.31 26416.3 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.30 FORM 600A-2001 r M' 0 f SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 36236.9 Summer As -Built Points: 38680.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38680.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 12400.7 35235.9 0.4266 15031.6 38680.9 1.00 1.188 0.284 0.950 12400.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 w V( WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I 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 1846.0 5.86 1947.2 Single, Clear NW 5.0 4.0 15.0 14.97 0.99 222.7 Single, Clear NW 1.4 12.5 24.0 14.97 1.00 358.9 Single, Clear NE 1 A 8.0 38.0 14.70 1.00 558.9 Single, Gear NE 1.4 8.0 38.0 14.70 1.00 558.9 Single, Clear SE 1.4 9.0 53.0 10.59 1.02 572.1 Single, Clear SE 1.4 8.0 19.0 10.59 1.02 205.6 Single, Clear SE 1.4 8.0 19.0 10.59 1.02 205.6 Single, Clear SW 1.4 8.0 19.0 11.59 1.01 222.6 Single, Clear SW 1.4 8.0 28.0 11.59 1.01 328.0 As -Built Total: 253.0 3233.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 418.0 1.80 752.4 Concrete, Int Insul, Exterior 4.1 1150.4 3.31 3802A Exterior 1167.4 2.00 2334.8 Frame, Wood, Exterior 11.0 17.0 2.00 34.0 Frame, Wood, Adjacent 11.0 418.0 1.80 752.4 Base Total: 1585.4 3087.2 As -Built Total: 1685.4 4588.5 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4 Exterior 34.0 5.10 173.4 Adjacent Insulated 18.0 4.00 72.0 Base Total: 52.0 245.4 As -Built Total: 52.0 330.4 CEILING TYPES Area X BWPM Paints Type R-Value Area X WPM X WCM = Points Under Attic 1851.0 0.64 1184.6 Under Attic 30.0 1851.0 0.64 X 1.00 1184.6 Base Total: 1851.0 1184.6 As -Built Total: 1861.0 1184.E FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM - Points Slab 201.0(p) -1.9 381.9 Slab -On -Grade Edge Insulation 0.0 201.0(p 2.50 502.5 Raised 0.0 0.00 0.0 Base Total: 381.9 As -Built Total: 201.0 502.5 INFILTRATION Area X BWPM Points Area X WPM = Points 1846.0 -0.28 516.9 1846.0 428 516.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/F1aRES'2001 FLRCSB v3.30 FORM 60OA-2001 r v WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #. I BASE AS -BUILT Winter Base Points: 6665.6 Winter As -Built Points: 9322.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 9322.6 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 4603.E 5566.6 0.6274 3491.9 9322.6 1.00 1.188 0.438 0.950 4603.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeGIFIaRES'2001 FLRCSB v3.30 r FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A Details ADDRESS: , , , PERMIT* iBASE WATER HEATING AS -BUILT Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 1 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 15032 3492 10266 28780 1 12401 4604 10496 27499 0 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. i 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST r i COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 eftn/sq.ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at 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, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 1 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section610. Duds in unconditioned attics: R-6 min_ insulation. HVAC Controls 607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604A, 602A 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®/FIaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 r The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Single Pane a. Clear - single pane 253.0 ft2 b. Clear - double pane 0.0 ft2 c. Tint/other SHGC - single pane 0.0 ft2 d Tint/other SHGC - double pane 8. Floortypes a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d NIA e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 4 _ b. N/A Yes _ 1946 ft2 c. N/A Double Pane 0.0 ft2 __ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 b. N/A R=0.0, 201.0(p) It R=4.1, 1150.4 ft2 _ R=11.0, 17.0 ft2 _ R=11.0, 418.0 ft2 _ R=30.0, 1851.0 ft2 Sup. R=6.0, 1.0 ft _ c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) 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 3, based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 35.0 kBtu/hr SEER: 12.00 Cap: 35.0 kBtu/hr HSPF:7.80 _ Cap: 50.0 gallons EF: 0.86 PT, __ NOTE: The home's estimated energyperformancescore is only available through the FLAIRES computer program. This isAoot a Building Energy Rating. If yourscore is 80 or greater (or 86 fora US EPAIDOEEnergyStar `designation), your home may qualify forenergy efficiency mortgage (EEM) incentives if youobtain 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 certifedRaters. For information aboutFlorida s Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. EnergyGauge® ( Version: FLRCSB v3.30) r If sk Y RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 17008 ft3 x 0.0167 = 227 cfm 2 Winter infiltration load 1.1 x 227 cfm x 32 °F Whiter TD = 7982 Btuh 3. Winter infiltration HTM 7982 Btuh ! 305 ft2 Total window = 26.2 BtuhtW and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 17008 ft3 x 0.0167 = 113 cfm 2 Summer infiltration load 1.1 x 113 cfm x 18 °F SurrrnarTD = 2245 Btuh a Summer infiltration HTM 2245 Bluh / 305 ft2 Total window = 7.4 Btuh/fF and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grab moist.diff. x 113 cfm = 3344 Btuh eroceaure u - tquipment,bizmg Loads 1. Sensible sizing load Sensible ventilation toad 1.1 x 50 cfm vent x 18 °F S1m erTD = 990 Btuh Sensible load for structure (Line 19) + 26307 Btuh Sum of ventilation and stricture bads = 27297 Bluh Rating and temperature ss.mrmgg multiplier x 0.98 Equipment sizing load - sensible = 26751 Btuh 2 Latent sizing bad Latent ventilation bad 0.68 x 50 cfm vent x 43 grAb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3344 Bich Equipment sizing bad - latent = 6198 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft Right -Suite Residential- 5.5.06 RSR26017 EAFifes\MORRfSON 2002\LANTANA\LANTANA.rsr 2002-Oct-18 13:38:02 Page i I m y desi;gn.Information..;nr Weather. Orlando AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Buidingg heat loss 35205 Btuh Ventilation air 0 cfm Ventilationoat bald 35205 BBluBtuh Infiltration Method ShTNed Construction quality Average Fireplaces 0 Heatinngg cooling 9848 9846Area (fF) Volume (f!3) 17008 17008 Air changge__s/hour 0.80 0.40 Equiv. A(F (cfm) 227 113 Heating Equipment Summary Male TWE Trade Efficiency a4 HSPF Heating npd Heating output 0 Btuh @ 47°F Heating temp rise Actual heating fan 0 °F 120U cfm Heating airflow factor 0.034 cftTA3tuh Spaoe therrTpsd Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 26307 Btuh Ventilation 990 Btuh Dsg swing 3.0 °Fdrrrperature Ratelsoiing multiplier 0.98 Total Sens. equip. bad 26751 Bbuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3344 Btuh Total latent equip. load 6198 Btuh Total eeqquiprnent bad 32949 Btuh Req. trufal capacty at 0.80% SHR 2.8 ton Cooling Equipment Summary Make TRADE Trade Efficiency 120 EER Sensible cooling 28320 Btuh Latent cooling 7080 Bbuh Total cooing 35400 Btuh Adual cooling fan 1200 cfm Cooling air flaw factor U46 ctmBtuh Load sensible heat ratio 81 % Bold/italic values have been. manually overridden Printout certified by ACCA to meet all requirernen s of Manual J 71h Ed. a VVrj0htSC3ft Right -Suite Residential- 5.5.06 RSR25017 AM, EAFilesNORRISON MMLANTAWLANTANA.rsr 2002- Oct-18 13:38:02 Page 1 r r W t RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/LIV/DIN a n ne b c n 0 n 1 1 90 1.0 5-0 1.0 3.0 62A 15.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.4 6.5 6.0 39.4 24.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8 KIT NOOK/FAM a n se a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47A 38.0 1.8 b n sw a c n 0 d 1 1 90 1.0 1.4 2.0 7.0 47.4 53.0 2.1 BR4/OPT DEN a n sw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 19.0 0.9 BR3 a n sw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 19.0 0.9 BTH2 BR2/OPT M SITTIG a n nw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 39.4 19.0 0.0 M BTH M BR a n nw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 39.4 28.0 0.0 WIC LAUND V1/ilgiltSOft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 4CCA E:\Files\MORRISON 2002\LANTANA\LANTANA.rsr Page 1 IGrkIT WORKSHEET nre ouse DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET, LAKE MARY FL 32746-6206 Phone: (407) 831-2665 MAM JAL.t AhEd 1 Nare dioorn Entire House F OYtiNiDIN KT NCCI4FAM 2 Ler ldogbsedwd 201.0 ft 620 ft 120 ft 36.0 ft 3 R rn 15.0x 240ft 16.0x 120ft 16.0x 21.0 ft 4 Ceikxp ConteOpion 9.2 ft I tedknd d 9.4 ft teattocl 9.4 ft haabbocl 9.4 ftj heeUod TYFECF CST HTM Area Load (BA h) Area Load (13ti/1) Area Lned (Bh h) Arm Lad W) ETCSUF;E I NO Htg I Clg ft Htg CIg M FIg Clg M Htg Clg M Htg I Clg 5 Gros; a 143 4.6 21 1368 345 113 33E Ej)-d b 12C 29 1.9 66 66 0 walsand c 13C 3.2 1.2 436 172 0 Fertibors d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 V%xbased a 1C 37.0 200 7392 77 2BC 0 0 3E 14D4 qtass doors b 8C 37.0 53 19m 0 0 0 0 1959 Hbatrm c 9c 38.7 0 0 0 0 0 0 c 0 d 1C 37.0 0 0 0 0 0 0 c 0 e 7L 20.8 0 0 0 0 0 0"'c 0 f 0.0 0 0 0 0 0 01 c 0 7 ftdw sad NoM 23.4 7 153 2 36 0 0 gass doors W- MM 43.4 3733 39 1882 0 0 0 coofirg ENV 0.0 0 0 0 0 0 a" 0 0 c 47.4 1 7551 1717 D 0 40 SoLm 0.0 0" 0 0 0 0 0 a 0 Horz 0.0 0 0 0 0 0 0 0 8 CUnercbors a 10D 14.7 9.9 34 507 338 34 5M 338 0 0 0 0 0 b I 11A 18.91 127 18 340 229 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 NA a 143 4.6 21 1150 53D1 2333 283 1304 583 113 m 21 114D 509 ap-d b 12C 29 1.9 17 49 33 17 49 33 0 0 0 0 0 walsard c 13C 3.2 1.2 418 1317 E9 1 2)l 0 0 0 0 0 petitions d 0.0 0.0 0 0 0 0 0 0 D 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16; 1.1 1A 1851 19E5 256ri 311 3M 4;9 192 e03 211 311 351 411 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 D c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 11 Floors a TA 25.9 0.0 2D1 5210 0 62 1607 0 12 311 0 933 0 t *: room b 1S 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 Pairr c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is dspl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 forslab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Ir fitrabon a 26.2 7.4 305 m 224 1 111 MM 817 0 0 0 91 2362 670 13 Slbdlalloss-5+8.+11+12 3m 10133 1034 8173 Less adwel heatrg 0 0 0 Lessbarsfer 0 0 0 0 Heating redsMbibon 0 0 tl"" 0 d" 0 14 Dudloss 100 33A 100/ 1013 100 103 100 817 15 Total loss =13+14 35275 11147 1137 16 1rt gEirs feo* ?S 6 18W 1 Jb D 0 12A 1270 2 24D 0 0 1 12D 0 17 Sj3UR9Hg 7+8.+12+16a 23916 w 1698 7UP Coowgredstribubon 0 0 0 0 18 Dud gain10°/ 2392 100/ 641 100A 170 101A 705 19 Total RSH gairF(17+18) PLF 26117 1.0[) 7M 1. 111 z7 Air required (dm) 12(D 12) 380 321 39 85 306 Printout certified by ACCA b meet ad requirements of Manual J 7th Ed. I& wr r,gf >ttsOft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 K EAFiles\MORRISON 2002\LANTANA\LANTANA.rsr Page 1 QIGJiT;,J WORKSHEET ii nbr+e ouse DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MPmn 71hEd 1 N3med`roan ff24+CFf DETI Flxi BTFi2 BR2CFTMSfTTIG 2 L1de¢o dwao 13.0 ft 220 ft 0.0 ft 13.0 ft 3 Roandrn3leiors so x 14.0 ft 11.0 x 11.0 ft 13.0 x 6.0 ft 11.0 x 13.0 ft 4 Ceings OmA Cptim 9.4 ft l,eietknd 9.4 ft heEtkod 8.0 ft h3#rod 9.4 ftj heaVocd TYPECF CST HTM Area Load (Bhh) Area Load (BGt) Area Load (Bhh) Area Load(Blrh) E)FCSJE ND. Htg I Clg ft F19 C19 M Htg Clg ftj 9 CI9 CM Htg Clg 5 Qoes a 143 4.6 21 122 207 0 1 b 12C 29 1.9 0 0 0 v c 13C 3.2 1.2 0 0 0 Moors d 0.0 0.0 0 0 0 CCe0.0 0.0 0 0 0 6 Voxbhsard a 1C 37.0 19 702 19 702 0 0 1 702 glassdoors HwW9 b 8C c 9C 37.0 387 0 0 0 0 t* 0 0 0 0 0 0 0 0 c c 0 m d 1C 37.0 0 0 0 0 0 0 c 0 e 7L 20.8 0 0 0 0 e.. 0 0 c 0 f 0.0 0 0 0 0 0 0 c 0 7 Vutd3wad Nodh 23..4 1 16 1 18 0 gas, c1oors fEM 43.4 0 0 0 0 0 0 1 749 Codug ENV 0.0 0 0 0 0 0 0 0 gbW 47.4 18 858 18 858 0 0 0 South 0.0 0 0 0 0 0 0 Hoe 0.0 0 0 D 0 0 W 0 0 8 Ctherdoors a 1CD 147 9.9 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.91 127 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 9 Not a 143 4.6 21 103 476 213 188 865 397 0 0 0 1(1 476 213 eposed b 12C 29 1.9 0 0 0 0 0 0 0 0 0 c 0 0 wall and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 c 0 0 parMx- d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 00 0.0 0 0 0 0 0 0 0 D D c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Cei1irgs a 163 1.1 1.4 182 Im 252 121 126 161 18 82 101 1 151 198 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 ao 0 0 0 0 0 0 0 0 0 0 0 f D.0 0.0 0 0 D 0 0 0 0 D 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 22 570 0 0 0 0 1 337 0 Note: room b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 c 0 0 pairrEter c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 isdispl. d 0.0 OA 0 0 0 0 0 0 0 0 0 c 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 bons) f 0.0 0.0 0 0 0 0 D 0 0 0 0 c 0 0 12 Irfibation a 25.2 7.4 19 iW 147 19 497 14) 0 0 0 1 497 140 13 Slb all+8.+11+12 7dk1 2763 82 2163 Lessatrreltmtrg 0 0 0 0 Lesstra sfer bet 0 0 0 0 Heating redistri rt a» 0 e.` 0 0 0 14 Dudloss 10° 220 1 276 10° 8 10° 216 15 Toted b9s=13+14 2v0 3039 e 91 2379 16 1rt gas: Rote @ 310 12A 1 t... 6m 0 0 0 0 0 17 Ballot RSH ga 7 2++116 20d1 t... 1571 t... 103 tt,., 1299 Lessedard oodN 0 t... eiM 0 0 0 0rLesstard00 0 0 0 t..t t. 0 18 coo" rg regsfid lion Dudgain 10° 0 2B 100 157 10° 11 10° 13D 19 Taal RSH gi4-F(17+18)PLF 1-OD 2283 1.00 ITB 1.OD 11 10D 14Z3 2D Ar requ red (Ohl 104 m 1 79I `e' 3 5 I 81 Prinbut certified by ACCA to meet a8 requiretTienls of Manual J 7th Ed. wr-rgl-rtsaft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02A& EAFiles\MORRISON 2002\LANTANA\LANTANA.rsr Page 2 fj Entire ouORKSHEET DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (4071 831-2665 MPI4UALJ71hEd 1 Named`rwn METH MBR WIC LALM 2 o(edva 0.0 ft 27.0 ft 9.0 ft 7.0 ft 3 Roandmerr rs 13.0 x 13.0 ft 120 x 15.0 ft 6.0 x 8.0 ft 7.0 x 6.0 ft 4 Ceitrgs Cx& Opbcn 8.0 ft t3atbod 9.4 ft h Ab3d 9.4 ft tsetlmd 9.4 ft haabbod TYFECF CST HTM Area Load W) Area LoadW) Area Load Area Load W) DTCSLJRE I NO 109 R9 I CI9 ft Htg I CIg M 149 Gg M Htg I Clg 5 Gross a 143 4.6 21 0 141 0 wels and c 13C 3.2 1.2 0 113 85 6E partitions d 0.0 0.0 0 0 e. 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Wnj3AGarJ a 1C 37.0 0 0 28 1035 0 0 c 0 1jassdoors b 8C 37.0 0 0 0 0 0 0 c 14 a1tg c 9C 38.7 0 0 0 0 0 c d 1C 37.0 0 0 0 0 0 0 c 0 e 7L 20.8 0 0 0 0 0 0 0 f 0.0 0 0 0 0 Z 0 0 0 7 ftrbnsad North 2DA 0- 0 0- 0 0 0 c0 lass doors NUM/ 43.4 0 0 28 1103 0 0 0 0LmrgENV0.0 0 0 0 0 0 0 SEGW 474 0 0 0 0 0 0 0 Sarlh 0.0 0 0 0 0 0 0 0 8 Ctherdoos a 1m 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 1E 34.1 229 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Net a 143 4.6 21 0 0 0 113 521 M3 0 0 0 c 0 0 ep-d b 12C 29 1.9 0 0 0 0 0 0 0 0 0 c 0 0 watsand c 13C 3.2 1.2 0 0 0 113 356 132 85 268 99 4 151 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 10 Cei6rgs a 163 1.1 1A 1 1 234 1 1 249 51 67 44 58 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 D.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 00 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 27 700 0 9 2333 0 181 0 Note: room b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 perime r c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is dispt. d 0.0 0.0 0 0 0 0 0 0 0 0 D 0 0 fordab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0fbors) f 0.0 0.0 0 0 12 Irfibzbon a 25.2 7.4 0 0 0 m 733 206 0 0 0 11 471 132 13 SLtbblbss*+8.+11+12 178 3534 552 1189 Lesstawer HeahM ed&btrtion 0 0 0 0 14 p 1 1 IN 10° 55 101 119 15 Total loss=13+-14 1 388B 607 m` 1307 16 Irt gains: pbo* @ 300 0 0 1 300 0 0 0 Api 1ZD 0 0 0- 0 0 0 1 600 17 RSI (gait 7 2+ae16 234 2224 185 1076 Lessecbrrdoodrg 0 0 0 0 0Lesstran:ier 0 0 0 0 18 Ccdwr o edr4 o ton Didgain 101 0 23 10'/ Z?2 100 17 1 108 19 TatEd RSH gairF(17+18)"PLF 1.00 258 1AD 24 - 1.00 183 10D 1184 Airr () 7 12 7 133 112 21 81 54 Prinbut certified by ACCAto meet al requirements of Manual J 7th Ed. wrsgl rftsOft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 EAFiles\MORRISON 2002\LANTANA\LANTANA.rsr Page 3 Must nave a minimum C 4' dryer duct to roof cap N' acaie 1/B'1'0• PGrancP of 4 inches aor 10.13 plea platforn by bid, /—lb• Icn;in— '• p Ix, the air handler per the State Energy Code All duct has an r=6 InSul both duct of cop fan bath -- roof cop fanlight 3• both duct o roof cap fan 42X42 A/C LAB BY BLDR MW FRAM WA Rating G) W 5, ED CDQn' G Q r 00 CZ z _ o r fn m W D Z a5JOmQ ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WNDOW FLANGE k W000 BUCKBUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISBYOTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOWHEIGHT FLANGE TYPE - W1NDOW FRAME SILL PERIMETER CAUL BY OTHERS SHIM AS ONE BY WOOD BUCK BY OTHERS SEE NOTES) - BUCK WIDTH 1 1/4' MIN. INSTALLATION ANCHOR EMBEDMENT 3/16' DIA. TAPCON SHIM AS REO'D SHOWN 1/4" SHIM FLANGE TYPE SPACE MAX. SEE NOTES) CAULK BETWEEN WINDOW FRAME WD00 BUCK k MASONRY OPENING JAMB 4 CONCRETE OTT MASONRY BY OTHERS OPENING I BY OTHERS d- C INSTALLATION 1 1/4' MIN. ANCHOR EMBEDMENT 3/16' DIA G TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK k WINDOW W10TN MAS•Y OPENING 1/4' SHIM BY OTHERS SPACE MAX. E EBIDS CAULK BETWEEN EXTERIOR WINDOW FLANG FINISH WOOD BUCK BY OTHERSSECTION2 WINDOW WTH. FA B C BUCK D EHEIGHT i SILL STOOL / K 2 BY OTHERS WINDow HGT. F G H CAULK BETWEEN WINDOW FLANGE Ac PRECAST SILL WITH VULKEM PRECASR SILL 115 ADHESIVE CAULK OR BY OTHERS 'APPROVED EQUAL SECTION 1 CFNERAI NOTES, 1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 21 WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK. AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. PER GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIES. 1!1 ELEVATION VIEWED FROM EXTERIOR W CM. ic,T{'FEALry aF-7L J Ef M- Al flp. iFat l\CJL'XCY C/LLJ:+IIC 1CJ`i.ia- . 4r?mNERAL ALuMtA)uM — T 6 A. orrvl` T'TT 7 Ji COMPARATIVE ANALYSIS ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIOTHMOGHT EXTERIOR INTERIOR HEAD JAMBS 12 19 1/1 121 99 99 B F,GF,G13191A % .'a 3/4 75 7659 B F,G14181/a X 50 SA 59 54 B F.G14+4 18 t/e % 54 a/e 54 52 BB F.G14+5 18 t/a X 55 5/0 5245 45 8 F,G 1516 19 t/e X 63 12 1 X 72 40 40 F G IH2 6 1/2 x 6 11 F,G1H3261/2 % ]6 3A 51 5144 B F,G1H4261/2 X 50 5/5 44 42 BB F,CIH4+4 26 1/2 X 54 5/e 42 41 B F,GiH4+5 26 1/2 % 55 6/a 41 40 B F,C 1N51.6 26 1/2 X 63 2e t X 72 4040 40 FC 3OX2 30 1/2 X 26 56 8 F.GF.G3OX3301/2X 36 3/8 44 4440 BB F,C3OX4301/2x 50 BA 4040 40 B F,C3OX4+4 30 1h X 54 eA 40 40 B F,G30X4+5 30 t/2 X 55 8/8 40 40 8 F,G 30x53OX6 30 1h X 63 40 40 RFC I 2223 37 X 25 37 x 38 3A 5140 5140 BB F,GF,G 24 37 % 50 aA 40 40 8 F,G 24+4 37 X 54 &A 40 40 8 F,G ' F,G24+5 37 X 55 Me 4040 4040 BB F,G,H,1 256 37 X 63 37 X 72 40 40 F G I 4626 48 X 26 46 46 B F,GF.G483846 % 36 3/840 40 8B F.G485048X503A40404040BF.G,H,1454+4 46 X 54 VS 48 X 55 aA 40 40 B F,G.H.1484+5 46 X 63 40 40 B GH1 FnF:GK. 4863 32 5] 1A. X 26 45 45 B 33 53 1/a X 36 3A 40 40 B 34 53 to x 50 ILA 40 4040 BB3N453 ,/e x 54 a/a 53 % 55 4040 40 B3534+5 A eh 53 % 63 40 40S 36 1A53t X 72 4D 40 B NS1IE: 1) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15X OF DESCN LOAD APPLIES, POSITIVE DESIGNLOADSWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCONANCHORSOFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL jB SCREWS OF To LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES 5) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY USTED WITH NEXT URGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 1m1 M. Cr by Rd. • C.,dfm T2 75M • P.D. kd 61807Y • Odlm, TX 75361 d6AwNd IN3WPdW ASSEMBLY DRAWING SERIES 1440/1540 ML SINGLE HUNG WINDOW dRArN er aN> eT scA1E N A pZZ-Crz, DATE m Re4soN BY EGN m 10/26/01 1 B dGEN-0012 PREPARED BY: PRODUCT TEOINOLOOY CORP.. 250 INIERNAROWL PXY. SURE 250. Iff ROW, F ORIDA 32746 PHONE 407 603-0365 FAX 407 1505 0366 C;. CAULK BE TT.fEN WOOD — BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN IWNDOW FLANGE WOOD BUCK Q STUCCO 1 BY OTHERS J/ PERIMETER CAULK BY OTHERS GLA2ING WNDOW HEIGHT_ ,EXTERIOR_- i PERIMETER CAULK BY OTHERS 1 0 4 PRE -CAST SILL 81 OTHERS INSTALLATION ANCHOR. 3/16- DIA. TAPCON CONCRETE OR MASONRY OPENING BY OTHERS SHIM AS RE OD. SEE NOTES) Q 1-1f4MIN. EMBEDMENT HIM. SP 71LANTYPE WINDOW FRAME HEADER BUCK HEIGHTFLANGE TYPE WINDOW FRAME SILL BUCK WIDTH 1/4 MA%. SHIM SPACE SHIM AS REDO SEE NOTES) EMBEDMENT FLANGE TYPE CAULK WINDOWFRAMEQBETWEEN JAMB C WOOD BUCK & MA$' Y OPENING BY OTHERS GLA2wG INSTALLATION ANCHOR 3/ 16- DIA, TAPCON a AX ONE .BY WOOD ACE' EXTERIOR BUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK WINDOW FLANGE BY OTHERS WOOD BUCK CONCRETE xMNDOwWIDTHORMASONRYOPENING BY OTHERS SECTION 2 STUCCO CrE COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAl COON ANCHOR SIZE ( INCHES I CAPACITY IN PSF LOCATIONS WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD JAMBS t2 x 60 a0 55 C CO.E F' D.EF.G t2. x 72 40 56 C HI 16x1640106A. B H,1 24X16406s55A,B F.c 24 x 24 x40 - 45 A.B F.G 2130404040A.8 F,G 24X36X484040A.B D.E F.G 24 24X 60 40 40 A.B O.EF.c 24 x 72 40 40 A.a D.EF.G 32 X 48 ap 40 A.B D.E F,G 36 x 24 40 40 n.e D.EF.G 36 X 48 40 40 A.8 D.E F,G 36 x 72 40 40 A.B D.E F.G B x 24 40 40 A.B a8 x a8 40 a0 A.B D.EF L 48 X 60 40 A 8 0 E.F,G. 6a % 24 60 00 A,8 F,G 72 x 38 40 40 A B F.G 72 X 60 40 40 B D.E F,G 7} x 16 40 40 A.B H,I WINDOW WTH. A C BY OTHERS CENTRAL FLORIDA B. 0. A. F. MANUFACTURER NAME: u % rN G cD2 A• 7 77,4 t+ M) NIIY UM MASTER FILE GENERALNOTES1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. E- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. U3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS- SILL MUST BE AT TO EOUAL. 1THESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVED4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT 2 MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. THICKNESSMAYVARYPERTHEREOUIREMENTSOFASTME1300GLASSCHARTS. 5) GLASS 7) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADSWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. WINDOWH8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. EMBEDMENTINTOSUBSTRATEHGT. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL KB SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK HOLES. IF FACTORY APPLIED HC S ARE NOT PRE SE'.T, ATALLOTHERFACTORYAPPLIEDINSTALLATIONJB SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS &'MAX. 24' O.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTIT' LISTED WITH NEXT LAP'SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE REO'D. APPLIES TG THE 1550 SERIES. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO F G MARBLE SILL STOOL BY OTHERS CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR DATE I SYu I WI ros W. Cby Rd. • C—llbl, TX 7M • P.O. Box BTB022 • Ddo.. TX 75381 oAAWHc ocsrnlp— INSTALLATION. DETAIL SERIES 1450/1550 F_ANCE Pw oAAw. eY a.o. a. s..L[ 88 N/A caoK wrc w..eHa[r BY• aa. ECN - _.__- __ 1='11 !Q'. B Ic GFPI I;'' k A4 SHEATHING BY OTHERS WS INSTALATION ANCHOR SCREW SHOWN (TYP.) EXTERIOR FINISHBYOTHERS PERIMETER CAULK 6Y OTHERS FIN TYPE WINDOW — FRAME HEADER EXTERIOR FIN TYPE — WINDOW FRAME SILL PERIMETER CAULK BY OTHERS RB SCREW INSTALATION ANCHOR SHOWN TYP.) ExTERIORFINISH BY OTHERS SHEATHING ` BY OTHERS CAULK BETWEEN FIN SHIM AS REDD. h $HEATING SEE NOTES) 1" MIN. EMBEDMENT FIN TYPEWINDOWFRAME JAMB 2 x WOOD BY OTHERS I II SEE NOTES) v 88 . X WO ATION ANCHOR SCREW SHOWN (TYP.) 2 WOOD BY OTHERS CAUL 'ETWEEN SHEx A FIN 6Y O...-rt5 1' MIN. EMBEDMENT I SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2HEIGHT WINDOW WTH.-+y _ ANCHOR (TYP.) O O O O O 7 , O 2 2D.C. / MAX. ( TYP.) 1— O O WINDOW I EOUALLY SPACE ANCHORS ( TYP.) HGT. 0 0 O / O SHIM AS REOD. O SEE NOTES) 0 0 0. 0 0 6 MAX. (TYP.) 2 X WOOD Tt 8Y OTHERS L MAX. (TYP. C AULK, BETWEEN WINDOW FIN d: _ ELEVATIONSHEATHING EMI BED-ENT VIEWED FROM EXTERIOR SECTION 1 SILL STOOL BY OTHERS A.. 3 M,ANUFACTURERray E e Fh7al A-LUM7NUM __ - MASTER FILE # -3 COMPARATIVE ANALYSIS h ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF (B SCREWS NO. OF O.090 DIA. NAILS SIZE ( INCHES) CAPACITY IN PSF REO'D, IN FRAME REO D. IN FRAME VADTH/ HEIGHT EXTERIOR INTERIOR HEAD SILL O-EA. JAMB HEAD SILL O EA. JAMB 16 X 30 109 l09 2 2 2 2 2 3 16 x 40 63 63 2 2 3 2 2 3 16 x 50 63 63 2 2 3 2 2 3 16 x 60 2 2 3 2 2 3 20 x 30 B6 86 2 2 2 2 2 20 X 40 73 73 2 2 3 2 2 A 20 x SO 59 59 2 2 3 2 2 4 20 x 60 AB 46 1 2 2 3 2 2 A 26 X 30 57 5 2 2 2 26 40 52 52 2 2 3 2 2 3 26 X 50 46 46 2 2 3- 2 2 4 2 8X 4 2 2 A 30 x 30 52 52 2 2 2 2 2 2 30 X AO 49 49 2 2 3 2 2 3 30 X 50 43 A3 2 2 3 2 2 4 3D X 60 40 40 2 2 3 2 2 A 36 x 30 41 4I 2 2 36 AO X40 AO 3 3 3 3 3 3 36 x 50 AO 40 3 3 3 3 3 4 x 4 a 3 3 3 3 5 AO X 30 40 40 3 2 AO X 40 40 40 3 3 3 3 3 3 40 X 50 40 AO 3 3 3 3 3 A 40 X b 4 4 3 3 3 3 3 5 7 4 A 1), SHIM AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE I/A', 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL @ JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZINGISSHOWN, INSULATING GLASS IS ALSO OUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF D19GN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH Two BY WOOD STUDS. USING 0.090 IN. DIA NAILS OR /6 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I- EMBEDMENT INTO SUBSTRATE. B) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR CUANTITY LISTED WITH NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1110 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. 1001 W. Crosby Rd. • CorrollIon. TX 750D6 • P.O. Box 619022 a Dohos, T% 75 Oa+ wr.G OLSCaali0a ASSEMBLY DRAWING SERIES 1140/1940 TDL SINGLE HUNG WINDOW BB a• c o e• -_N/ A c. Ix i Bollo•rtN A o.c +weu DATE SYMIRDASION ECN _ I1/OS/01 B G--N-0013 P. I" MIN. SHEATHING EMBEDMENT BY OTHERS CAULK BEHIND FIN EXTERIORFINISH BY OTHERS PERIMETER CAULKBYOTHERS f— virvDOW I WIDTH- 1/M MAC. SHIM SPACE 2 % BY WOOD Br OTHERS SHIM AS REO'D. 2 x WOOD Dr OTHERS FIN TYPE WINDOW 4B INSTALLATION FRAME JAMB AN[HCR $CREW GLAZING I" MIN. SHIn AS RED'_ ( SEE NOTES) EMBEDMENT 1/4' HA%. SMIn SPACEII B EXTERIOR PERIMETER CAULK FIN TYPE BY OTHERS WINDOW FRAME HEADER e8 INST aLLATION ANCHOR SCREW EXTERIORFINISH GLAZINGSEENOTES) EXTERIOR 1 FIN TYPEFRAMESD PERWETE BY OTHEF EXTERIORFINISHBYOTHER CAULK B H3r OTHERS SECTION t WINDOWHEIGHT 2MAX. (TYP.) L— WINDOWHEIGHT L EO'D. J 1/4' MAX SHIM SPACE X8 INSTALLATION ANCHOR SCREW 2 X WOOD BY OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO, OF K8 SCREWS NO. OF 0.099 DIA. NAILS SIZEINCHES) CAPACITY IN PSF REQUIRED IN FRAME REQUIRED IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD L SILL p EA. JAMB HEAD L SILL p EA. JAMB 20 . 30 40 40 2 2 22 2220X404040232320 % 50 20 : 60 4040 40 22 3 2 3 30 . 30 40 40 2 2 2 2330 . 40 40 40 2 3 2 330X50 30 . 60 40o 4040 22 3 2 4 40 x 30 40 40 3 2 7 740X40404033 3 440X50 40 X 60 0 400 33 3 3 5 50 . 30 0 3 2 4 50 x 40 44 0 3 34504605000333345 67 40 40 4 BY OTHERS CAULK BEHIND FIN CENT, FA ®RMA B•®4A.F4SECTION2SHEATHINGMANUFACTURERYUDERNA,: BY OTHERS j j•( lJi` i(1' WINDOW WIDTH MASTER FdLE NOTES, 1) POSITIVEHCRETOE SIGNERRESISTANCEEv1LlTEST REQUIREMENTLIMITEDTO a0.05p/.S DUE TONLOAD WATTERTESTES. PRESSURE OF 6.0PSF ACHIEVED 7N TEST. 21INSTALLATION: FIN FRAME WINDOM IN WOOD FRANC OPENING WITH TWO BY WOOD STUDSUSING •8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I' EMBEDMENT INTO SUBSTRATE OR 0IN. ONAILS, 3) IF EXACT WINDOW SIZE I LISTED S NOT 1NANCHORCHART, USE QUANTITY LISTED 2 WITH L O LARGER SIZE, 4) SHIM ASREO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHiM EQUALLY SPACE MAX. ALLOWABLE SHIM STACK TO BE 1/4 ANCHORS (T TP.) 063. 6> WIN DLLFRAMEAKMATERIAL- ALUMINUM INAT HEAD. 6) USE LATEXCAULKBEHINDWINDOWFINATHEAD. SILL L JAMB$. 7) USE LAiCxCAULKFORPERIMETERSEALAROUNDEXTERIOROFWINDOWFLANGE. 8) GLASS THICKNESSMAYVARYPERREQUIREMENTSOFASTM [1300 GLASS CHARTS. INSULATING GLASS ALSO QUALIFIED. SINGLE GLAZING ISSHOWN91GENERALALUMINUMS1100SERIESPICTUREWINDOWISSHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6' MAX. (TYP.) R o 1 6' MAX. ( TYP.) ELEVATION L VIEWED FROM EXTERIOR dj-6-a t1 v. CAULK BETWEEN — WOOD BUCK L MASONRY OPENING BY OTHERS CAULK BETVEEN VINDOW FLANGE L WOOD BUCK CONCRETE OR SON \ MARY OPENING BY OTHERS EXTERIOR FINISH — BY OTHERS PERIMETER CAULK - Br OTHERS FLANGE TYPE - VINDDV FRAME HEADER WINDOW EXTERIOR HEIGHT LINE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCDN SHIM AS RED D SEE NOTES) d 1-1/A• MIN. EMBEDMENT 1/A' nAX. i 1 SHIM SPACE GLAZINGSEENOTES) BUCKHEIGHT SHIM AS RED'D ISEE NOTES) FLANGE TYPE vNDOW FRAME SILL fl BUCK BYVOODBYRDTHERSIMETERCAULK A' MAX, T SHIM SPACE J d 4EXTERIORFINISHdBYOTHERS 1 CAULK BETVEEN WINDOW FLANGE L WOOD BUCK 1-1/A' MIN. EMBEDMENT CONCRETE INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA. TAPCDN BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS SECTION I NOTES.. 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIW. MA%. ALLOWABLE SHIM STACK TO BE 1/A 21 WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL @ JAMBS. a) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR ..OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 6) DESIGN PRESSURE CAPACITY OF WINDOW L INSTALLATION IS LIMITED TE 40.0 PSF. 7) FOP. IN$TALLATIDN OF FLANGE FRAME VINDDVS IN CONCRETE OR MASONRY OPENING. USE 3/16. OIA. IAPCON TYPE ANCHORS GF SUFFICIENT LENGTH TO PROVIDE WIN. I-I/A' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS L 24• D.C. MAX. BETVEEN. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOVN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS, IT IS NOT INTENDED TO I -My USE OF THIS PRODUCT TO THESE TVO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FILED VINDOV FRAMING SYSTEM. CENTRAL FLOREDA B.O.A_F. MANUFACTURER NAME l,, ENERA-'L ,4L.(l/7/ty 4a M-- ASTER FELE # ,% I. WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR j1 7 7,_ rf OW iHT 1/A' MAX. S BUCX VIDix-+ $HIM SPACE SHIM A RE 0'D SEE NOt[S) EMBEDMENT FLANGE it PC CAULK BETVEEN VIN00v FRAM I MEAD BUCK LA$'YJAMB OPENING By OTHERS INSTALLATION ANDAZINGI'll CHDR SEE NOICL Q 7/16' DIA. TAP ETCH TIME BY VD13D PERIMETER CAULK BUCK BY OTHERS BY DTHERS CAULK BETWEEN EXTERIOR FINISH WINDOW FLANGE BY OTHERS WOOD BUCK CONCRETE ORWIxDOVV1DIH MASONRY OPENING SECTION 2 BY OTHERS WINDOW HEIGHT 1 2 I __J WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 1--:::: XA 1001 W. C,.*y Rd. • CRv M.. TX 75006 • P.O. BAX 819077 • Dalke, TC 75381 CA—. CCTEMPi1- INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW aR. i• C.AC BB N/A c_ - .L w'1Ia B* I ''-C. - 3/20102 1 B I GEN-0025 SHEATHING 8r CTHER' CAULK BI EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMEHE GLAZING (T SEE NOTES FIN TYPEFRAMESILL / PERIMETER CAULK J BY OTHERS B INSTALLATION J ANCHOR SCREW (TYP,) EXTERIOR FINISH — BY OTHERS CAULK BEHIND FIN — SHEATHING BY OTHERS Do- 4STALLATION iOR SCREW (tYP.) SHIM AS REO'0. SEE NOTES T/<" MAX. SHIM SPACE INDOWHEIGHT MAX. SHIM SPACE SHIM AS REGD. SEE NOTES 1' MIN. \ 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 1HE E' tj DESIGN PRESSURE CAPACITY OF WINDOW k INSTALLATION IS A0.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD S'u DS. USING-O.C99 IN. CIA NAILS. PLACE .099 HAILS 6' FROM CORNERS MAX. k B' O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUCS. USING YB SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I IN. EM9EIEM.T INTO SUBSTRATE. PLACE SCREWS 6 MAX, FROM CORNERS k 2a" CC M. BETWEEN a) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4 S) WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063. 6 USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL h JAMBS. 7) USE LATE% CAULK :OR PERIMETER SEAs.AROUNO EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FL011 )A B.O.A.F. MANUFACTURER NAME: iF/ER.4L 44 /IM MASTER FILE # ELEVATION VIEWED FROM EXTERIOR d3zr-ct SHIM SPACE TWO BY FRAMING SHIM AS REO'0. / 11, OTHERS FIN TYPE T FRAME JAMB 1' IN EMBEDMENT HEATING BY OTHERS GLAZING (TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS EXTERIOR III INSTALLATION ANCHOR SCREW (TYP.) WINDOWWIDTH PERIMETER CAULK BY OTHERS - SECTION 2 WINDOW WIDTH I WINDOW / O HEI I LHT // ' O 1 EI ELEVATION VIEWED FROM EXTERIOR rl i CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER . CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE OR 4 MASONRY OPENING BY OTHER EXTERIOR FINISH BY OTHER PERIMETER CAULK BY OTHER FLANGE TYPE WINDOW FRAMEHEADER WINDOWHEIGHT EXTERIOR FLANGE TYPE SIIFRAME SILLPERIMETER CAULK BY OTHER INSTALLATION ANCHOR 3/ 16- DIA. TAPCON 4( SEES REO'D OTES) 1 1/4- MIN. ENBEDMENT L 1/ 4- SHIM - SPACE MAX BUCK HEIGHTPRE CAST SILL v Q a BY OTHERS CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTES: BUCK WIDTH FLANGE TYPE 1/4-SHIM WINDOW FRAME SPACE M JAMB HI ONE BY WOOD BUCK BY OTHER I // " MIN, EuBEDMENi SHIM AS REO'D. SEE NOTES) CONCRETE OR MASONRY OPENING Ely OTHER INSTALLATION ANCHOR 3/ 16- DIA. TAPCON PERIMETER CAULK_ Br OTHERS II CAULK BETWEEN WINDOW WIDTH WOOD BUCK & MASONRY OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXRIOR WINDOW FLANGE FIN BYOTHER WOOR- BUCK SECTION 2 ANCHOR ( TYP.) H J K DOW CHTB ICHT1 A I WINDOW 1 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX, ALLOWABLE SHIM STACK TO BE 1/4- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS,SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL 1) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 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 REQUIREMENTS -OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1550 SERIES MODIFIED SLIDER INSULATING GLASS. 8) OR AWING APPLIES 10 INSI ALLA 710N OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/ 16- DIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE —.1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS, 10) INSTALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN, EMBEDMENT INTO WOOD BUCK AT ALL FACTORYAPPLIEDINSTALLATIONHOLESWHERETAPCONSAREREO'D. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE- ELEVATION VIEWED FROM EXTERIOR D F 2 G COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHAR-F 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 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,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 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 40 H,K A,B.C,D,F,G CENTRAL FLORMA B. O. A. F. MANUFACTURER NAME: MASTER FILE # g DATE - .. WG NAME ATWva. e. 3/20/02 I GEN0027 aK ,•>„ _:- I,.., SHEATHING CAULK BETWEEN FIN SHEATHnX FRAMING BY OTHER SHEATiNG r BY OTOTHERS i3 SCREW' :NSTALATION j I' MIN_ 1ULK BETWEEN 1/4MA IEATHING & FIN ANCHOR (TYP.) EMBEDMENT SHIM AS REO'D SHIM SPACE OTHERS SEE NOTES) FRAMING ExTERIC_F. FINISH E. OTHERS BY OTH_RS FIN TYPE N. PERIMETER CAULK 1/5 MAX. WINDOW FRAME EMBEDMENT JAMB BYOTHER SHIM SPACE r L- 1wp8SCREW V INSTALATION FN 7YPE I ANCHOR (TYP.) VCNODN FPAME HEADER SHIM AS REO'D SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW EXTERIC, PERIMETER CAULK HEIGHT BY OTHERS FXT RIOR FIN TYPE SECTION 2 WINDOW SILL6"MAX.(TYP). FRA.EEQUALLYSPACE6" MgX.(TYP) ANCHORS (TYP. m HEAD, SILL. SILL STOOL JAMBS) BY OTHER T— PERIMETER CAULK 1/4 MAX. BY OTHER SHIM SPACE 8 SCREW SHIM AS ES) INS, A( TY (SEE NOTES) WINDOW ANC=OR ( TYP.) 2 X FRAMING HEIGHT 9Y OTHERS \ E X TE ::ORF:NIS-- BY 0-HERS CAULK BETWEEN WINDOW FIN & SHED_ HING SHEATHING BY C- HER 1" MIN. EMBEDMENT SECTION 1 GE':ERt_ NOTES: 1) S= L' AS REVD. ADJACENT TO EACH INSTALLA T:O`: ANCHOR WITH LOAD BE;RINC SHIM MAX. ALLOWABLE SHIM STACY TO 2) W:. JOW FRAME MATERIAL ALLOY 6063 31 LEE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. e1 USE LATEX CAULK FOR PERIMETER SEAL ARC7140 EXTERIOR OF WINDOW FF.>stE. 5) G.- SS THICKNESS MAY VARY PER THE REOUIPEMENTS OF ASTM E1300 SI%OLE GLAZING IS SHOWN, INSULATING CLAjj IS ALSO QUALIFIED. 6) DRAMNG APPLIES TO INSTALLATION OF FIN FRAME vnN^OW IN WOOD FRAME OPENING WI'- TWOBYW000STUDSUSING099INOIANA:_5 ;; /E SCREWS OF SUFFICIENT LE`. i'H TO PROVIDE MIN. EMBEDMENT INTO SUBSTR—, 7j IF EIACT VANDOW SIZE IS NOT LISTED IN CHART. ,a_ A:CHOR OUANTITY LISTED W171,. LARGER SIZE. 8) GE'. ERAL A.LU.Y ".VUM'S 1180 SERIES HORIZONTAL S'_ DEF :S SHOWN, THIS PRINT ALSO AF-ESTOTrE1980INSULATINGGLASSHORIZO-7-L _:DER SERIES. 0 1 I 0 0 2 T 24" O. C. ANCHOR (TYP.) 1A.X.( TYP). 1 WINDOW VRDHT ELEVATION S rJ, VIEWED FROMEXTERIOR.`'• 03 Oi COMPARATIVE ANALYSIS & ANCHOR OUANTITY CHART WINDOW SIZE DESIGN PRESSURE 18 SCREWS RE0'0. 099 NAILS REO'O. INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48. 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 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 4 3 7 5 kq CRI ; i A L. lF'iLOa3 DA B.O.A.Y. MANUFACTURER NJLME s MASTER FILE # 17, loot V. C_bl 9d • Cmr m0 T[ 750H • P.O. 0.. 619077 • DWI- TI 7SHI INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1130 / 1980 MODIFIED HORIZONTAL SLIDER DRN c.. KD scAL[ BB N/ A A.iD rtw[R DATE DP.N HV.A9ER a1+va e+ I D3/I1/02 GEN-0029 INSTALLATION MULLION ANCHOR ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET — CENT F' LORMA ' ° MANUFACTURER N WINDOW FRAME JAMB TYP.) DING No: GEN70452 CAA• P MULLION II I DIE NO. 1445 i II I i II I I II I I II I II I INSTALLATION ANCHOR TYP.) TER FIA,E # 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 SEE NOTES 2 & #3 I-- 1-7/8" SECTION B-B NOTES: SECTION A - A 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445 WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY 1 A A B Q EXTERIOR ELEVATION SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. Al HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE N0. 1445 AREA: ORN: JS APRVO:..- - - - DATE: 3/1 % /02 WT/FT: - - - - E: HALF MATE: - - - - DING NO: GEN-0452SCALE: L PKWY, HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FA% 407-805-0366PREPAREDBy: .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONA E GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 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'' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 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 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020122 FEB. 19, 2002 02-0217 s 472-llJ-DL M f 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-W3 CA020123 FEB. 19, 2002 02-0217 is J. D4YG N0: J-Ti 51 MULLI" ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION NCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A- A MULLION ANCHOR BRACKET o v v a a o r-•r rr, . rr MJLLION DIE NO. 1446 INSTALLATION ANCHOR TYP.) SEE NOTES a o 2 & #3 o ---— v MANUFACTURER j, EXTER OR ELEVATION MASTER FTT F, # 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 C OR 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 AREA: DRN: APRVD: DATE: Z /1SCREWSOFSUFFICIENTLTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD JS FRAMING. WT/FT; - _ SCALE: HALF MATL: — — — — DWG NOO: PREPARED BY: PRODUCT TECMNULOUT LU-. [ in cnn•... ••• ^••• _... SHEATHING By GTHEP= stucco J OR SIDING BY _OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'O'D SEELNOTES) CAULK BETvEEN DOOR FLANGE L SHEATHING ice: a r'SI __ iv,:+J Lo /D)4..-- SLIDING GLASS DOOR FRAME SILL INS_,ALL:.TIGN ANCHCP. 2 SERE TIC BY WOOD BY OTHERS XI DOGR WIDTH /A' MAX. SHIM SPACE iv0 3Y WOOD 1-1/8 HIM BY OTHERS EMBEDMENT SLIDING GLASS COCP. FRAME JAMB A MAX. I SHIM SPACE 1-1/8' MIN. ZTEMPEREDEMBEDMENT GLASS TYP.) SLIDING GLASS D013R FRAME HEAD SECTION B-B SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP SUE NOTES) INSTALLATION ANCHOR RB SCREv CAULK. BETWEEN DOOR FLANGE L SHEATHING SHEATHING BY OTHERS TEMPERED GLASS — STUCCO (TYP.) OR SIDING BY THERS SLIDING GLASS DOOR INTERLOCK o 'I, NS74LLATION ANC.CR AE SCREv TvC BT WOOD BY OTHERS CAULK 8-TVE-N HOCK STRIP L SHEATHING SHEATHING — BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1-1/8' MIN. EMBEDMENT HeI_A1) DOOR MATERIALS ALUMINUM ALLOT &M T. 23 .B INSTALLATION SCREWS MUST TC TS SUFFICIENT LENGTH TO ACHIEVE MIK CHBEDKMTofI-1/8• INTO VODC TAPCON TTPE INSTALLATION ANCHORS AT SILL MUST BE OFSUFFICIENTLENGTHTOACHIEVENIKEMBEDMENTOF1-v.• INTO MASOMRT GR CGNCRETL31INSTALLATid. ANCHOR CHART ON 31K OF THIS SMECT. USE SILICON ZED ACRYLIC CAULK BEHIND DOOR FLAMGE AT HEAD L JAMBS. S) USE SILICCNIZED ACRTLIC CAULK FOR PERIKTCR SEK AROUND EKTERIOR OF DOOR 1 6) IF EXACT DCOR SIZE IS HOT LISTED IN ANCHOR CHART. USC .MEEK OUAMTITT LISTED VITH KXTTHEAPLARGERSIZE. FCR THE DESIGN PRESSURE REO'D. Tea POCKET DOOR SIZES USE CLOSEST 31PASS DOOR SIZE L CoKIGURATION LO :INfSKO PENIN4 B PLACE INSTALLATI[ ANC•KIRS. PEPER rRQNRCOUIREK NTKM STRIP ASCI7S GLASS CHARTS. B) GLASS THICKNESS MAT V A 9> DOOR UNIT IS APPRDVED USING TEMPERED GLASS iM SINGLE FIASCO OR INSULATING GLASS10) JANI / SILL CORNERS ARE TO 3E :EAL.D VITM A SMALL JOINT 'CAN SEALE1ll) SHIM AS REO'D. AT CA. SET CF INSTALLATIDN ANCHORS MAX. ALLOVABLE SHIN STACK TO `S 1/1'. 123 ALL INSLALLALICJ) ANCHORS MUST 3C MApC CJ C7<3RESEN RESISTANT MATCP.IALO 0. U II „• ,- l3) vHCRr X• ReeQETEMTS MOVING IAKL AND •0' REPRESENTS FIaCD PAMI APPROVEDCDKICAURATICNSAREASLISTEDONANCNORCHARTONBACKOFTHISSHEET. j EXTERIOR E E V A T i OI I •> NOT ALL C HFIGURAT- L LISTED I? 3E ARC %MOPPLT oN THIS DRAVIMG. AL' AR INSTALLATIONSECTIONS •A A• •1-3I L HOOK STRIP OCTAR APPLY TO (THIS LATIC!MDR—tN C'f AVCVEAPPROVED D ( _MBE.ENT cowl GUR ALIGNS. G 1-1/i' N?N. IS) FLORIDA CKTRUDERS IOW +TRIES SLIDING GLASS DOOR :S SHOVK THIS PRINT ALSD AAPLTCS TOIABPANELDOORSHOWN2000SERIESAND5WSERIES- Q A l! A J/ D D LIBERALLY APPLY ' CAL:LKING UNDER SILL OR SE7 SILL IN BED !NSTALLATIC'N ANC:OR 3/15' [A. TAPCON / SECTION A,--L Ft 12002 PERIMETER CAULK BY EMPERE OTHERS GLASS (TYP.) DOORHEIGHT nF-;-- rI ij J DESCRIPTION DATE I INI F L O P I D A INT.RINDC.S SANFORD FL. TITLE: SLIDING GLASS DOOR. INSTALLATION W I I H 'O SCREWS DP.aTYN BY: ? APPP FD BY: ATE: !2: :'/Bi ISO .LE: NT: 11D 'LE Oc. EF v NOMINAL DoOP. SIZE AND CONFIGURATION DOOR SIZE OUANTITIES IN HEAD L SILL QUANTITIES IN EA. JAMB (QUANTITIES IN EA. HOOK STRIP UP TO 14645PSF F<_F TO 60 PSF 61 PSF TO I70PSF UP TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF a068 Xx, Ox, x0 5068 XX, Ox. X0 606E XX. Ox, xO 8068 XX, x. X0 x. X0 48 X 60 60 X 80 72 X 80 96 x 80 120 x 80 6 6 8 10 a? 6 6 8 10 6 6 8 10 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 10068 Xx. Soso XX, Ox. X 6080 XX, Ox, X0 Soso Xx, x, X0 XX X x0 60 X 96 72.x 96 96 X 96 120 X 96 ' 6 8 10 6 8 l0 6 8 10 10 10 10 10 0 10 10 10 10 10 10 10 5 5 5 5 5 5 5 5 5 1008010180 XX, x, X 60100 XX, OX, X IxX 60 X 196 72 x 120 96 X 1201 6 8 I 6 8 6 8 12 12 12 12 12 12 12 12 12 6 6 6 6 6 7 6 7 8 0 0 Xx 9068 x0 12068 OXO Ox0 109 1/8 x 80 145 1/8 x 80 I1811/8 x 80 12- 14- I16: 12 14 16 12 14 16 8 8 8 8 8 8 8 8 8 4 4 a a a 4 4 4 4 15068 9080 Ox 12080 OX x0 109 1/8 X 96 145 1/8 x.96 181 1/8 k.96 12 14 _ 16 12 l4 16 12 14 1 10 10 10 10 10 10 10 10 10 5 5 5 5. 5 5 5 5 15080 90100 OxO Ox0 109 1/8 x 120 145 1/8 x 120 12 14 12 4 12 4 12 12 12 12 12 12 5 7 8 5 7 8 120100 9068 xxx 1206E XXX xxx 106 5/8 X 80 142 5/8 X 80 178 5/8 x 80 12 ' 14 12 l4 12 14 8 8 8 8 8 8 8 8 6 I a a 4 4 4 4 4 a 4 15068 9080 xxx 12080 XXX 15080 Xxx 90100 xxx XXX 10066 OXXp 12068 OXXO 1606E xxp. 1211 xX0 16060 OXXO 1120XXO 0100 OXxO 160100 GxXp 10 XXXX t2068 xxxx 1606E xxxx 10080 XXXX 12OSO xxxx p=0 xxxx i00100 xxxx 20!00 Xxxx Gtoo xxxx 106 5/8 X 96 142 5/8 X 96 178 5/8 X 96 106 5/8 X 12Q 142 5/8 X 120 119 5/8 X 80 143 5/8 x 80 191 5/8 X 80 1143 5/8 x 96 191 5/8 X 96 I 143 5 a X 120 19l /8 X 120 l 1/a x a 1141 1/4 X 80 189 1/4 X 80 I 11i 1/4 X '6 141 1/4 X 96 189 1/4 X 96 I ll7 1/4 x 120 1a1 1/4 X 120 89 !/4 X i20 12 14 16 12 a 12 14 18 14 18 12II4H 12Ila 6 I 12 la 16 I 12 a 6 I l2 to 16 I 12 4 12 14 18 I 1148 12 14IlE I l2 I4 l6 I 12' 14 16 I l2 to 6 12 is 16 12 A 12 14 18 14 18 12 14I1S. l2 14 16 12 L4 16 i4I 12 1° t0 10 10 12 12 8I8 8 10 10 1 12I12 I ° 8 1 10 10 I i2 2 10 10 10 12 12 8 8 8 to 10 12I !2 ti _ 8 I 1 10 0 t2 1210 0 10 112 128 8 8 10 10 12 2 8 i0 Ito10 2 1a Iu I 5 5 5 5 5 5 5 5•. 5 I 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 I5I55 6 7 a I67I8I 4 I 4 4 4 4 4 4 4 1 I = IJ5 I 5 7 ° 7 9 I = 7 i) FEZ MAS-"-. _—:N M: rJ/TWC! E f.__ 3UCK USE SAME IC;=UY ...,-NN - kFLORIDA EXTRUDERS IN1. IN. SANFGRD. 'FL. LIDING GLASS DCGR NSI ALLAT iON WIT:= _CREVS 4 n eg p.rci2/2i/G! Clvl'_ N7 m:: w :! :Y_[_ O; a CONCRETE OR SHIN AS RE'C'DMASONRYOPENINGSE. - BY GiE=S CAULK EETV_EN DOOR FLANGL b VIM SUCK CAULK 3ETVEEN PERIMETER BUCK LMACAULY. PT M4 $'Y, ORE NING Br OT H.ERSOTHERS , STUCCO I PY ETHERS INSTALLATION ANCHOR 48 SCREW (TYP. WHERE— TAPCONS ARE N07 RCO'DJ SLIDING GLASS CODRFRAME SILL D AID INSTALLATION ANCHOR 3/ 16' DIA. TAPCON INSTALLATION ANCHOR a9 SCREv (TYP. WHERE ONE By WOOD TAPCONS ARE NOT RE D'D.) BUCK BY OTHERS r1 1/4' MIN. I EMBEDMENT SLIDING GLASS DOOR FRAME 1/ 4' MAX. JAMB D I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYP.) DOOR HEIGHTD EMBEDMENT 1- 1/4' MIN. D L13ERALLY APPLY CAULKING NDER SILL OR SET SILUL IN EED INSTALLATION ANCHOR OF CONCRETE 3/16, DIA. TAPCON crriinnl A_A M<%. SHIM SPAC: 1 1/4' MIN. EMEEDMENT ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK L MAS' Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) d INSTALLATION ANCHOR 3/ 16' DIA TAPCON TEMPERED GLASS V CAULK BETWEEN TYP.) DOOR FLANGE L WOOD BUCK PERIMETER CAULK BY CONCRETE OR OTHER$ MASONRY OPENING BY OTHERS S. G.D. VI TH INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SLIDING GLASS DOOR HOOK STRIP 1- 1/4' MIN EMEEDMENT 1 CONCRETE OR MASONP. Y OPENING BY OTHERS —% d fC L i CAULK EETvECN ., WOOD BUCK L MAS' Y. OPENING BY OTHERS CAULK BETWEEN HOOK STRIP L WOOD BUCK Q ONE BY WOOD -' BUCK BT OTHERS STUCCO BY OTHERS liul l2SW,l'04,0kMA, B4O,A.F,TEMPERE GLASS SECTION BWACTURER + (TYP.! r AQ1S.• SLIDING GLASS DOOR S- INTERLOCK MASTER FILE # S HOOK STRIP DETAIL 0/ 01) DOOR MATERIAL. ALUMINUM ALLOT 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE Of SL4'FICIENT LENGTH TO ACMIEVE mix EMBEDMENT Of 1-1/4. INTO MASOMRT OR CONCRETE. 0) AL ICRNATCIAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL !RAMC MEMBERS. 4) IAPCON ANCHOR C""l ON BACK OF THIS SHEET. 5) USE SILICOHIZCD ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L -"IS.6) USE SILICOMIZED ACRTLIC CAULK FOR PCRIMCTER SEAL AROUND EXTERIOR Of DOOM I) If EXACT DOOR SIZE IS HOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED VITK NEXT LARGER SIZE. FOR INC WPRDPRIATE DE SIGNPRCSSURE RED'D. e> FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZC L COWIG)RA710N 70'FINISHED OPCHIN4 PLACE TAPCONS. IN fRONT OF NOW STRIP AS SMOWM 9) GLASS TMICKMCSS MAT VAR, PER REQUIREMENTS OF ASTI, E1000 GLASS CHARTS, 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED TOP TAPCOH ANCHOR SHOULD BE FILLED WITH aB SCREWS or SUFFICIENT LENGTH 1G PROVIDE HIM T/B' EMBEDMENT INTO WOOD BUCK. II) ODOR WIT IS APPROVED USING 1EMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. l2> , AW l / SILL CORNERS ARE TO !C SEALED WITH A SMALL HINT SE An SEALER. 13) SHIM AS PC0'D. AT CA SET Of INSTALLATION ANCHORS. MAX ALLOWABLE SHIM STICK TO BC 1/4•. 14) ALL INSTALLATION ANCHORS MUST BE MADE Of C0RROSIW RES;STANT MITER;KS. tS) WHERE 'X' REPRESENTS MOVING PAHCL AND '0' REPRESENTS FIXED PANEL APPROVED CIXNFIGURATIDNSAREASLISTEDONANCHORCHARTWBACKOrIRISSHEET. 16) NOT ALL CONFIGURATIONS LISTCD ABOVE ARE SHOWN ON THII DRAWING. HOWEVER INSTALLATION EXTERIOR ELEVATION SECTIONS •A '. 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN COMIGURAlIO.S. 17) INSTALL CM2 IAPCON IN EACH PAIR Or FACTOR, APPLIED 1HSTALLATIO. HOLES UNLESS NOTED O THCRWISEON ANCHOR CHART. SEE SAC FOF THIS SHEET. Ia) FLORIDA EXTRUDERS IDN SERIES SLIDING GLASS DOOR 1S SHOVH. THIS PRINT ALSO APPLIES TO 20M SERIES AND 500 SERIES. REVI DESCRIPTION DATE INI EXTRUDERS I F SANFOPD F TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DPAWN BY: BB I APPROVED BY: 1. 1A')C AII; Icr.N r. NiTC n..,. TAPCON ANCHOR. CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD & SILLI QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO a6 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF Tp UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF a5 PSF 60 PSF 70 PSF a5 PSF 60 PSF 70 PSF 4069 -Tx, Ox, XO 48 X 80 3 3 3 4 4 4 3 3 4 5068 XX, OX, X 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, OX, XO 72 X 80 4 4 4 4 4 4 3 4 5. 8068 XX. Ox. x0 96 X 80 5 5 5 4 4 4 3 4 5 10062 xx• Ox, xO 120 x 80 6 7( ) 4 4 a 3 4 5 5090 xx, 60 X 96 3 3 3 5 S S a 5 6 6090 XX, 7xx00 72 X 96 4 4 4 5 I 5 5 I a I 5 6 6080 XX, 96 X 96 5 5 5 5 5 5 4 6 6 10080 Xx, 120 x 96 6 A 7 cn) 5 5 5 a 6 6 XX, OX, XO 5qOXCI 60 X 120 3 3 3 6 6 6 5 6 7 6 X, X 72 X 120 4 4 4 6 6 6 6 7 8 8x x 96 X 120 5 A 6 6 7 (D1) 6 8 9 XO 109 1/8 X 80 5 5 6 4 4 3 4 5 XO 145 1/8 x 80 7 7 9 CD2) 4 a 14 43 4 5 18t 1/8 x 80 6 1O 11 (D ) 4 4 4 3 4 5 9060 OX i09 1/8 x 96 5. 6 5 5 4 5 4 6 6 12080 Ox0 145 1/8 X 96 7 f T 5 r 15080 OX0 181 1/8 X 96 8 5 5 5 1 4. 6 6 90100 OX 109 1/8 X 120 5 5 6-. Ais;ci7 D1) 6 I 8 10 120100 XO 145 1/8 X 120 7 6 6 7 IDll 6 8 10 9068 XXX 106 5/8 X 80 5:,--.- _ 5---. == 4 4 — 4 3 4 5 12068 XXX 142 5/8 X 80 7 7 8 (D1) a . 4 4' "; 4 3 I 4 5 I15068xxx1785/8 X 80 8 a 4 3 4 5 9080 xxx 106 5/8 x 96 5 5 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (D1) 5 5 5 4 6 6 15080 xxx 178 5/8 X 96 3) q 5 5 5 4 6 6 90100 xxx lU6 5/8 X 120 5 I I 10xxx1,2 5/8 X 120 7 np 6 6 7 6 8 10 10068 Oxx 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) a 4 4 3 I 4 I 5 16068 OXXO 191 5/8 x 80 9 10 (Di) 12 (D3) 4 4 4 3 4 5 l d uXXU 1 /b X 70 b 6 7 (D1) J 4 b b 12086 OXXO 143 5/8 X 96 17 8 (DI) 9 (D2) I 5 5 15 I a 6 6 16080 GXx3 191 5/8 X 95 9 n) a (D5) 5 5 5 6 6 100100 OXXO it$ 5/8.X 120 6 7 9 ( D2) IcD) I6 6 I7 (DI) 176 I8 I10 I160100OXXO1915/8 x 120 0 (D1) 13 04) 16 (D7) 6 6 DI) 6 8 10 10063 xxxx It/ 1/4 X 6 6 4 4 4 J 4 12068 Xxxx I 141 1/4 X 80 7 17 18 (DI) 4 I 4 14 I 3 I 4 5 16068 XXXX 199 1/4 X 80 9 (DI) 10 02) 12 (D4) 4 4 4 3 a 5 10080 XXXX 1 1/4 X b 6 7 (DI) b 5 4 b6 I I 8,(DIy) ScD25) I I 15 I I I 6080 XXXX1891/4 X 56 9 (DI) 5 5 4 6 6 100100 XXXX 117 1/4 X 120 6 6 7 (DI) 6 6 Dll 6 8 l0 120'.00 XXXX I 141 i/4 x ]20 17 I S (DI). I 10 (D3) 6 6 7 (Dll 17 6I 8 I 10I 6G100XXXX18Sl/4 X 120 i0 (D'c) 3 (D5) 15 (D7) 6 I 6 7 (D1) V'V N FEB? I lO Fc 2 4 ANCHOR NOTES: I) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. ' DI- THRU 'D 7- DESIGNATES IN WHICH SIZE 8 CONFIGUP.EATIONS TWO TAPCONS ARE REO'D. 2) 'Dl' MEANS, INSTALL TWO TAPCOINS IN ONE SET.OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCOINS IN TWO SETS OF INSTALLATION 'HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCCDNS IN THREE SETS OF INSTALLATION HOLES. 5) -D4' MEANS, INSTALL TWO TAPCCDNS IN FOUR SETS OF INSTALLATION HOELES. 6) '1) 5' MEANS, INSTALL TWO TAPCCDNS IN FIVE. SETS OF INSTALLATION HOILES. 7) 'DG' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORI-TIZED AS FOLLOWS: A: FIRST ADJACENT 'TO INTERLOCK OR BUTT STILES IN HEAD & SIILL. B: SECONDLY, AT EACH END OF HEAD 8 SILL NEAP. JAMB CORNER.— IF NEEDED. C: LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & B. 10) LOCATION OF ADDITIONAL TAPCONIS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAP, HEAD & SILL COP.NERS. C: LOCATIONS IN JAMBS OTHER_ THAN AS LISTED IN A & B. r 1 EXTRUDERS 1 OR1LAINT. INC. SANFORD. FL. SLIDING G', ASS DOOR TAPCON GL= SS C::AP,T C1V1L tcw N.T_S>CF__x90c= GA.. f6 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 26.000 758 705 705 705 705 705 243 229 220 219 219 38.375 293 138 109 101 91 85 85 50.625 85 78 70 63 62 54.625 108 80 73 65 59 58 55.625 102 53 48 43 37 36 63.000 69 45 34 31 27 23 22 72.000 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 4A Pq- 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 B APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 Y CA020036 JAN.11,02 01-1201 SEE NOTES DWG NO: GEN-0453 2 & #3 D 4 MULLION INSTALLATION ANCHOR ANCHOR BRACKET CTYPJ n ° u — WINDOW ° FRAME SILL #8 SELF .TAPPING TYP.) SMS (TYP.) MULLION ° ° a 1-7/8" ANCHOR INSTALLATION BRACKET v ANCHOR TYP.) a MULLION DIE NO, 1447 IL ,PR6t i." ° — SUBSTRATE v ACTURER NAME: MULLION a DIE NO. 1447 D 1-7/8" WIND W v FRAME HEAD OiA STER FILE'+ # 6 ° — TYPJ v SECTI N B-B ° v SECTI N A -A NOTES: 1) MULLI N INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. TR CTION ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. rg 2) IN MASONRY C NS U CONCRETE SCREW ANCHOR OF SUFFICIENT LTH, TO ACHIEVE 1-1/4' MIN. EMBEDMENT INT CONCRETE OR MASONRY, 3) IN WOOD FRAME CONSTRUCTI N, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INT WOOD FRAMING. 4) MUL.LION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE' FIN HORIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1447 e EXTERI R EE E / A T VI N: -6 r AREAr __-- DRW BB APRVD —_-- DATE 3/17/02 WT/FT, SCALE, HALF MATL, _ _ _ _ DWG NO, GEN-0453 C PR AARED.rB'a PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL P%Y., HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 07-BOS-0766 = 64 fl GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM 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 407 805-0365 I FAX 407 805-0366 CA020040 12-Ian-2002 01-1201 D,NG NO: 4-0450 MULLI( ANCH( BRACKI WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) NFU L.L..I U111 DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) i v ° SEE NOTES 2 & #3 v EXTERIOR ELEVATION qr-7- ,L .Lz yNOTES: MASTER FME 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. FAR FIN VERTICAL MULLION INSTALLATION DETA.i_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 JS /1 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD ---- DRN: APRvD: ---- D' - `_ FRAMING. : SCALE: HALF MATL: ---- DWG NO: PREPAPED BY: PROOUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PXWf, HEATHROIY,,,RORIDA 32746 PHONE 407-805-0365 FAX 407- 15-C265 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES 18.000 24.000 30.000 36.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 506 427 390 379 379 379 36.000 44.000 319 262 231 215 208 208 263 213 186 171 160 160 48.000 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #H448 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 407 805-0365 / FAX 407 805-0-3 CA020037 JAN.11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q ?,?/ 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 3.78 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 r CA020038 JAN. 11, 02 01-1201 j N T! TESTED IN ACCORDANCE WITH STANDARD BUILDING CODE. CHAPTER 17, TO A POSITIVE AND NEGAtI VE. 37.5 mi . j_ DA9H NlA S REPRESENT VARIOUS SECTION FEICHTS. FOLR SECTION 7' HIGH DOOR S lM. 8' HIGH DOORS HAVE FIVE SECTIONS. 4. SECTION HEIGHT OF 20.812. 19,00 8 16.75 ARE AVAILABLE AND MAY BE USED IN CCPA31NATION TO ACHIEVE VARI CLIS HE ICHI DOORS. 5, D,8OSSKNT PATTERN OF 14.50 X 20.375 SHOWN. ALTERTUTE PATTERNS OF 12.50 X 43.375 AND 12,50 X 20,375 MAY BE USED. 6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRAOCET, REF. PM 405964-0002, ON 8' HIGH DOORS ONLY. PANEL 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR TFE SECTICNI SECTICN IM.EDIATELY BELOW TFE TOP SECTION. fMI, Imo(: 9. THE STRUT PLACD.EN7 ON LVCR5 CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BEt' nrw CONSISTENT WITH THE DOOR SHOWN. THE STRUTS FOR THE ADDITIONAL- INTE SECTIONS ARE !0 BE PLACED a5 SHOWN CV THE iHl Rp SECTION. \JT E R FILE B ftEV P 10, THE STRUT PLACEMENT DIMENSION ON ALL SECTION LESS THAN 20.812- REDUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT ! 20.812-. 11. SCREW P/N 605911-0001 IS A 1/4' DIA X 5/8' LONG TYPE AS HEX HEAD METAL SCREW 12. POST TO BE INSTALLED ONLY WHEN HIGH WINO WARNINGS ISSUED. 1J. STRUT PLACDA N15 CAN VARY 14. 0.WNTI TY FOR LOCKS CAN BE 0, 1, OR-'2 1 ETD HINGE V TRACK t II2. 0931 000 I II VIEW 'D-[Y-D!' "B• DIM 2' TRACK 2• X 6' JAMS .049 THK (VERTICAL) Tom ) 2' X 4' W0WOOD00 JAMS OR EQUIVALENT - PIN 405964-0001 1/4' TRACK BOLT 5/16 X 1 3/4' S- REF Q LAG SCREW DETAIL "E' 90 SCALE: 1411 WEATHE SEAL A, SECTION "C-C" 2' X 6' WOOD JN.9 2' % 4' WOOD JAM,9 D'SCALE: 1/2 OR EQUIVALENT HORIZOJTAL TRACK k CCJI.NT ERBALANCE 7..:-0002 PT I DIAL SPLICE IN ORTHORIZONTAL TRAGIC AT 407605-0004 •G' P OF TAL TRACK TYP 2 PLICS000 404828-0003 D' TYP 2 PLCS 405964-OD02 a718.5 0001 S) FIS-1HS-1 TYP 3 PLACES CCDIIN; rELGHT. _. ._.__.. _._.. ..- -- ...._--.-- T107605-0002TYp..MOMS. ._—. .. t1INa T1• 046450-0003 404828-0003 TYP 2 PLCS 5.00' - 36.00 E , B' STANDARD TRACK DETAIL FOR 16' 405771-0001 404828-0003 SCALE: 1/76• - t• SERIES 280 T1 RU 289 ARE EXI VA ENT CGINSTRLCT ION 25CA STEEL SERIES 180 ARE SAW CY\STRLCT/CN AS SERIES 280 CYVLY 24GA STEEL AAC ETD CAPS ODOR TESTED WAS 281 SERIES. F I XTLRE OPTIONAL WINDOW DETAIL SCALE:3/32 400650-0004 SPRING ANXy, 9RAFT TOP OONLY r BRACKET DOCK WIDTH CENTER STILE END STILE R0.4TFT STRUTS/SECT.ROLLER yERTI TRACC FT) F4AfSAYARELIJPER 16' 3 SINGLE I YES 2• x 7/16' 049• 100 I STD. 16--o" MAX. WIDTH — SCALE: 1/15-1• INTERIOR ELEVATION ROLLER DETAIL 'F" SCALE: 1/4 16' WIDER SEENOTE 4 LE0004.5.6 a2 STRUT TOPFIXTLRE HINGE 9 PLCS) 401199-0001 tin TYP 2 PLCS WJ 404828-0003 TYP 2 PLCS 1 7/8' TFIC. SECTION 'A -A' SCALE: 114 Y •C• 409327-DO01 M trove roro rm.te.. r.tr,rRr a R,s I' wmuwear. o A.eitAq Piertaww.l:apAwMItIOmIRmlmtiw e:lm:t. ro wmwt %..:amo wwato aar, ror ra i olmm w ue m.wv4nwtaPia® rom nt:aR n wwo r s aww mw mYw11a vela w f 061601-0000 <1 DESIGN LOAD 25 PSF ± 21.88® (7-0" SHOWN) TEST LOAD 37.5 PSF ± 8-01 MAX. FEIGM 21.57 12 • ® Y .' 405771-0001 c ot14 4MR nt P M. w:q02/19198 SERIES 280 k 180. M.YCWIs REST STl EYt: 18'-Q• MAXamswNWIDTH. 1NOLOAD pAVTD FA ,,.... „ 409335Ww[N- w:MA1 t 4 DAVID FAW m 1. s 2 No759 4 057s ANCHOR W / ° ° 4-5/16 x 7 3/4• o LAG SCREW O O 6.04 0 o t—4.Oo—+i PIN 409328-0001 PLATE,H45P I 1 106 tFK. 32ffOu 070 MIN - P/N 401199-0001, TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 091 MIN--11f IjB o 0 3 JE O O O 0 0 2 7/16'— PM 405771-XXXX BOT. FIXTURE FOR 1801280/290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS PM 605911-0001 2.25 I LENGTH - DOOR 6 WIDTH - 1'-+{ I - 518 MIN TFK PM 400650-XXXX. ROLLED HS-X STRUT PART N.l.6FE MIN. TFIC $TROT 400650-0001 .030 FiS-1 400650-0004 .020 HS-0 o o o 2 1/16' O THROW O J 4 5/8' o P/N 061601-0000. SLIDE LOCK ASSY 05REF 9/32 f. 7r . 070 MIN D F 1.000 I o 0O0 o oSTRUToo 3 3/16 9/}2 070 MN H' 2 1/2' 7 3/t• 4o 3/ 8' 000 t2 33// O O 7/ i6 pO0 H 6. 00 0 0 .108 MIN - II 3 3/16 405964 046450, HtAC(ET. %A9 PM 405964-0002, BRACKET, SCAB JOINT L 1 PM 407603-0001, CENTER HINGE P/ N o O STEEL DOORS PART. N1.6ER 'L' ATTACH TO DOOR WITH P/I4 407605-)O=, END, HINGE 405964-0001 3-1/4 L- 5.00 4 SCREWS P/N 605911-0001 RESID. STEEL DOORS 046450-0003 4' IPMT NAsIFlH •rr 0 PIN 409331-0001 PLATE, FLOOR 407WS-0002 .35 407605- 0003 1.10 SCAB Bf2AG7fET DETAILS DOOR_ 2. 165 .156 DIA 407605-0004 1.35 I"'4.58—+{( 407005- 0005 1.60 I g @, SECTId4r` r ATTACH TO DOOR WITH 1.80 _--+i f..k F 4SCREWSPIN605911-0001 O I I I I TT •r ;c- t- e G f... : L :s'..s G D 100 POST 1+3.00+•{ DIA +y .-•.44 .44 a P/ N 404828-0003 ROLLER ASSY, TR-1 I STRUT PM 608069-0001 PIN _ TR-t ROLLER LOAD! 50 LEIS. MAX. MUShfi0CA1 F•EAD . LOCK 1/ 4•-20 HEX NUT I I I ON 7' HIGH DOORELEVATION T ASSY SHOWING FLOOR PLATE PM 409326-)O= POST ASSY, VERTICAL STD CN 180 $ERIE$ P/N 408680-0004,5,E N07. REO'D ON-28O SERIES- 6.25 t. 25 -_ 167 Y. 25 1 2. 50a•I REF HAG NUTO 00, I 1 I I O o 4. 00 7rp\ POST SCRE375 DIAPIN805911-0001 OR 4 HOLES PM 605879-OOOT(SELF-ORILLINGI -c .'?T /-:'t4•01, PM408879-0001 LINK PM 408876-0001 SUPPORT _ - - SECTION ' G—G' . I— FLOCR PLATE - STEEL StRAS _ 16, WIDE DOOR$) eK srw rmwae ea w ers e.e... wa am w, wmn••r sart oaa aweruwe '•. • M. YCLNIS Ot/13/ 8 RES7 SiLORt18' 14AX: aentrerar .e a w4s 1o•Q roe garAVra, xT. e.rwey, w. NIDTH,MINDIaAD wM.• riseia®nea iweoN/A DAV ID FpM 02/19/98 y rw4uw v www eea mrrPrr,er. ee«a i., ._._ •— .e1,o .r.•. v w,ao w, ' 409335 EAr, E' DAVID FAW o4/19/i8 :1 •ar 2• a z o ``liar 171r t Yyk? a — ,. v HERMA o TRU CLASSIC CRAFT OLTMWING "SINGLE AND DOUBLE W7d WiOU"T sIDE11TEs. INSULATED FwEm.Ass DOOR WITH wow FRAMES. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDABUILDINGCODE1994EDITIONFORMIAMI—DARE COUNTY. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHALL BENBEEYOND WALL DRESSING OR STUNT CCO. MATERIAL DESIGNED PRESSURE RATING SEE TABLE PAGE 1. PRODUCTTHISTHEWATERREQUIREMENTSFOR COUNTY WITHTHEUSE OF THE HIGH DW BUMP THRESHOLDMSE1 THE DESIGN PRESSURE CHART BELOW. MIAMI—DADE APPROVED IMPACT RESISTANT SHARERS ARE REQUIRE SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL Common ie : i erg ass (SMC) skin 0.105" min. thk., min. thk. with yield strengqth Fy(min.)-6.000 lone foam core, with 1.9 lbs. density by BASF. Panel skin is constructed from a 0.095" thk. sheet The in, cavity is filled with 1.9 lbs. density WF net face sheets ore glued to thewood stiles and rgits. ireLVLorLSLTheki&ch stile which is 4.03 X 1.47 TieIoandbottomroilareofogoodc=sde maieirot ion the inactive door a filled with an extruded aluminum astrogsl of 6060—T6 alloy. FrameConstruction: The frame is constructed from finger jointed - pmemessunn3S5" wide x 1.17" thick The header is joined to the side jambs with (3J /8. x 2.5- Philips Fl t Head. W Screws. the threshold is lo* to t e side jambs with (213 logo. i 2 crown x 2 log staples at eachside. The mullions are secures together in a side6le application using /8 2" king PFH Wood Screws (6) screws ppeer each n dGon. The units uses an OutswingBumpthresholdmeosunng4.615 x .837 w/ r I in : SMC Lip Lite — OA size is 27.5" wide x 50.19' high secured x1.75" Phillips Pon Head Screws The frame ore seated with silicone caulking ( Dow 795) to sidelto panel and to the gloss. Sidelite Glozina: SMC Lip Life with the yield strength Fy(min.)= 6,200 psi & TL4C Lip Lice with the yield strength Fy(min.)= 4,674 psi — OA size a 9.85" wide x 65.85' wide secured w 16 18 x 1.75" Phillips Pon Head Screws. The frame are sealed with siliconecaulking (Dow 795) to sidetite panel and to the glass. Integral Flush Glazed — The sldelite sash face pone4s ore molded to receive the insulated Glass. The Gloss is attached to the sidelite face sheets with Ozone glazing compound (Dow 795) TABLE OF CONTENTS SHEET / DESCRIPTION WI 105. 5" MAX. OVERALL FRAME WIDTH 36" WIDTH MAX.{ PANEL " MAX. WIDTH 15. 5" MAX. PANEL IW DTH IW/ASTRAGAL p FRAME WIDTH iJ Ja nJ 24. Jo= 4 AX. TYP.) w d W rn = W2 00 rO o 0 00 X X N a to 13.9375" MAX. WIDTH 7A25" MAX. D.L.O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) SINGLE OUTSWING UN! RUBLE W/ SIDELFFES 0 T WING UN 7 1 OPTION it W/ SURFACE BOLTS 74.5" MAX. OVERALL FRAME WIDTH I SEE DETAIL "A" SHT.3 66.5MAX. OVERALL WIDTH 36.625" MAX. ell MOD s 15.5" MAX. ARE VIFD [24.i5"W --IFROMINTERIOR .1_0.1 p '1D FRAME WIDTH J w y y o =5 w 24. 5" A p ! Z a 2 MAX. X _ w D. L.D. _ TYP-) M w 2 x J ^ 0 O Q } J J OoX Z- M o n r7 01 111401 ACTNE to ma 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) LNG W SI WIN DOUBLE OUTSWING UNIT OPTION II W/ SURFACE BOLTS DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT ISNOTNEEDEDOPTIONI I W/OUT SURFACE BOLTS +47.0 PSF —47.0 PSF WITH SURACE BOLTS & +70.0 PSF —70.0 PSF OPTION 11WINDJAMBER11ASTRAGAL8 O LU n O ,oa0 CLOD 0: ZO" 1 UnW Ln Owo O: DO 0 W00 d 813.684. 3831 1 1 N.T. S. a: WLN BY: RW r¢ rq S-2161 I a 9_ Wka N= L y B 0 III 1.68•MIN. QUO' O PANEL THK. o . o x 12. o 29 SEE GLAZING 28 cxiLIETAILs INTERIOR EXTERIO 48 a o o OQ o-O 6 .-00.. O n 7 0 .. 4 1 19 i 50 Mm N 51 a• a a 20 U v 0x, Zx 8 2 6 i' 1.68• MIN. 0 0 O PANEL THK. o .0 00 0 29 x w SEE GLAZING i DETAILS 28 wWx INTERIOR EXTERIO Z a 480. k O 6 m SEE NOTE 50 a.'O . 8 SHT. 4 0 0. 39 7 0 o O: . i w n 51 a' n.. A 1J1/FRiIG^' CROSS SECTION 7 V ITI A R TI N OUTSWING DOOR PANEL 2 OUFSWING DOOR PANEL W/ HIGH DAM W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) GTINMIAL C..., L . jrr:ft.O L 1 ._ s u) N 0 Z Y 0 03H1:68 MIN. N I PANEL INK. Coo O° v 0 O O x SEE GLAZING DETAILS J O EXTERIOR n O o O ° ( N o CO6 Ocn`Uja- o :T- ozo"' In .. 0 SEE NOTE (i O OSHT.4 r Q Q00 co EL v o Tna) a tzm r z m G N I R U N Gh 49 UQ! O V {N p z 00 0 o; E 1 ° Q O 42 n N 20 o O i 0 0 34 33 SEE NOTE N W 9 SHE 4 52 43 SEE NOTE5SHT. 4 a• A..v 2 OUTSWING SIDELITE PANEL THE CROSS SECTION IS YV .- CONSULTANTS. INC SHOWN W/THE -CLASSIC CRAFT' FLUSH GLAZED t 3/4- GLASS 813.684.3631 TMTE 11/5/01 SCALE MS D.C. BY: WLN CNK. BY: RW ORAW NO.: S-2167 sN T 2 OF 9 ASTRAGAL RETAINER BOLT 8.0_LG. TOP BOTTOM (2) BOLTS 2 AT TOP & (2) AT BOTTOM INACTIVE SEE NOTE 2 SHT.4 EXTERIO 1 3 o ASTRAGAL OPTION 1) HRI ONT CR 11 N 3 a MULLION l' 15" MIN- EMB. 2. MAX. SHIM 15- MIN. C-SINK EXTERIOR 43 49R Q. 0 O pro 36 Jt5 SEE N 4 9 SHT.. 6 17 35 INTERIO IngnCROSS SECTION TO SUCK DETAIL"A OPTION H SURFACE BOLTS) t7i E NOTE SHT.4 813.684.3831 T-- 11/5/01 uL NTS G. -aWLN K. a, RW SWING NO S-2161 M 3 OF EXTERIOR 18 25' MAX_ Y SHIM SPACE 38 0o w 3 UZ IV J U W Li N EXTERIOR MIN. 1 HORIZONTAL CROSS SECTIO C- N C-SINK 4 LATCH JAMB TO BUCK, 1.15' MIN. NOTES: EMBED. i. THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDIELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPAICING FOR j`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 76.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) J8 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 SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) 18 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 jf8 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FRORM THE BOTTOM WITH (4) MORE SPACED AT 13.7- O.C. 7. WHEIN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE. A 18 x 2' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A 170 x 1 3/4' SCREW. 8. THE .HIGH DAM THRESHOLD IS ONLY USED IN AN APPILICATION 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 I- x 0.04- DIA. WIRE BRADS AT 2- FROM EACP.--I END A MAX. OF 12- O.C. SEE NOTE 1 SHT.4 Uz N N V W W an 2 H RI nNTAL CROSS SECTION .15' MIN. 4 HINGE JAMB TO BUCK, C-SINK 1.15' MIN. n EMBED. Z = 34 36 w a 33 SEE NOTE 9 THIS SHT MANA@ e 25' MAX. FSHIM SPACE SEE NOTE n r-- 7 SHT. 4 3 HORIZONTAL CROSS SECTION 4 ® STRIKE JAMB TO SIDELITE e w A Me. NAY Im pc J T r LLJ N CO00ON a: o m LLJ O5 co n W a- J J mC) U C) O V V)En wt ofIrU Q ZZN KL) U 2y) 813.684.3831 SCALE: NTS DWG. BY: WLN as BY: RW OR .Y c NO.: S-2161 snEn 4 Gv 9 SEE NOTE 3 SHE 4 SEE DETAIL "F" SHEET 5 6" 6" 6" 3" 3" 3" 3" -{ 3" 3" 3" 3' I_ I I I I 11 I 73 11 11 1 13 - TYP. _ 13 TYP. SEE DETAIL TYP. _ SEE NOTE 6 SHE 4 SEE DETAIL 13 _ 'G" SH7. 5 TYP. SEE DETAIL _ H" SHE 5 D" 51 i 1 I TYP. 3" --1 I~ 'i 3" V 3" - ii 6• 6"— 3" 6" F" SHT. 5 SEE DETAIL E", SHE 5 SEE NOTE - 6 SHE 4 13 SEE NOTE D. TYP 4 SHT. 4 51 52 TYP.l 1 1 3 • I-—i i- 3 6' _ 3' 3 6" 6 O >_ 00 ON000 cc (5 6" 6" 3ESHTO 4E U ] 30w IE t\ cy W co = n — — of 04cv 13 = N J U to TYP. JJa G SEE DETAIL N LU o D" E" SHES o m j J Q 13 TYP. N o W zUC SEE DETAIL "C" "C" TYP. "D' 1 y xG' SHE 5 1 51 TYP. 41 1 a Uz a T 6" 6'--4 f SEE NOTE m 0 4 SHE 4 SEE DETAIL H" SHE 5 v_ SINGLE DOOR iz. DOUBL DOOR W/ ID S 1 DRILL THRU FOR 1A 0.357" BOLT DEEPENOUGHFORA2" NOTE: E= USE ITEM 113 A 18 x 2 1/2' PFH WOOD SCREW TBOLTTHROWSEENOTEATTACH7HESTRIKEANDDEADBOLTPLATESTO7HE SEE NOTE 1 THIS SHT. JAMB OR ASTRAGAL XC P7 IN 7HE MULLED7SHT. 4 SURFACE BOLT euaw+c01343STRIKEPLATE APPLICATION W17H THE SIDEL(fE USE ITEM /%43 A 8 ooasuwuas. w 2' PFH WOOD SCREW. 815.684JBJt DETAIL 'H' p DATE: 11 /5/01 O RETAINER BOLT HOLES OPTIONAL SURFACE wee N.T.S. LNSURFACE ATE BOLT STHRI KE P TE FLORIDA B.O.A.F. A. owc. BY: RWSTRIKEPLATEQ {9 , DETAILF 73 43 V"- e o e cNK. BY, RW ASTRAGAL STRIKE PLATE Oaww NO.; OPTIONAL SURFACE SEE NOTE1 HA $' AC R N j, ME 5-2767 DETAIL EBOLT STRIKE PLATE THIS SHT. DETAIL "G" i 1 E'j g sNEEr 5 or 9 f a r- SEE DETAIL "E" SHEET 5 6" 6- 63" 6 I I I I 13 I_ SEE NOTE TYR 3 SHT. 4 TYP SEE DETAIL F- SHE 5tVO; 0) N 9[V a TYRSEE DETAIL G" SHT. 5 N SEE DETAIL E" SHT. 5 SEE DETAIL, 0 TYP. H' SHT. 5 51 7 TYP. 3" 3" 3- 6" 3- 3 63- 3^ I I I I I I I I I SEE NOTE SEE NOTE3SHT. 4 6 SHT. 4 - n - lAM SEE DETAIL TYR "E" SHT. 5 TYR J SEE DETAIL SEE NOTE "G" SHT. 5 K" " M" "K- 51 ' 4 SHT. 4 _ - TYP. 1 7 1 51 TYP. t- j: M• 52 — 6" TYP. 3" i 3" 3 6" 6---- I .3-SEE NOTE 3" 6" 6" 52 64 SHT. 4 3- 3" TYR SEE DETAIL H" SHT. 5 F= Al DOU13E DOOR SINGLE DOOR W/SIDELITES CENTRAL IL( 5I5,Mk B.C.A. IF. 11``11 t ER A 1L r, O oNp C 000 aoi^ 0Ln p pW I- C) n 9 a E 3 to0 ti nw U 0 mz U O < tr O toW O U to J- Z513.684. 3831 T-: 11/ 6/01 N.T. S- G. BY: WLN K. BY: RW wn NO, S-2167 Er 6 Or 9 0.5" GLASS BITE Z = SEE NOTE 1 TgPPH N 1/8" TEMPERED GLASS 1/4" AIR SPACE 1/8" TEMPERED GLASS 8 x 1 11/4" STEEL IACER 0625" THICK DOW 795 1 /2" INSULATED TEMPERED GLASS GLAZING COMPOUND gJ ACING DETAIL SHOWN W/ fl A1SSIr rR0.R' TCM LITE FRAME SIDELITES ONLY) i 0.5" GLASS Y Z SEE NOTE 18NE N 1/8" TEMPERED THIS SHT. S GLASS5 o ^ p o e o0 e 3/4" AIR SPACE o X 1/8" TEMPERED B x 1 3/4" PPH GLASS 3/4- STEEL INTERCEPT SPACER 0625' THICK DOW 795 GLAZING COMPOUND 0.5" GLASS BITE 0625" THICK DOW 795 SEE NOTE 1 GLAZING COMPOUND THIS SHT. ,- 1/6" TEMPERED GLASS o co 0 o , o 0 3/4" AIR SPACE T 1 1/8TEMPERED z = GLASS 8 x 1 3/4" PPH 3/ 4- STEEL INTERCEPT SPACER In S 1" INS HINGATED TEMPERED GLASS GLAZDETAIL SHOWN W/ CLASSIC CRAFT" SMC LITE FRAME REQUIRED FOR DOOR PANEL) 0625" THICK DOW 795 0.5" GLASS BITE GLAZING COMPOUND 1/8" TEMPERED GLASS O O O Q V0 O 1 /2" AIR SPACE 0 O 01/8" TEMPERED z = GLASS SEE NOTE 3 THIS SHT. a 4g U 3/ 4"' INSULATED TEMPERED GIA55 GAZING DETAIL SHOWN W/ 1/2" STEEL INTERCEPT SPACER CLASSIC CRAFT" INTEGRAL GLAZING SIDELITES ONLY) 1" INSNS I16JE12 MPEREDSI.ASS rl AZING DEfAIt SHOWN W/ L RAFT M FRAM SI LONLY) 1. THE 27.5' x 50.19- DOOR LITE IS SECURED WITH (16) #8 X 1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 3.0 . 13.75" AND 24.5" FROM THE LEFT SIDE. THE SIDESTILEANCHORSWERELOCATEDAT3.0". 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) #8 x "1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES FROM THETOPDOWNTOPDOWNAT5.5". 16.5", 27.5" 38.375". 49.375" AND 60.375". 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. o> o 0000 o v, o co IL 0XIYZ0„1 U:Swin 0w0 W IL a 0 LO pS . 684.8ORID /• ' 3.Li84.3831 g' $$yyL m wre 11/ 5/01 SCALETLRE ee NTSICWLN I'CJ wK BY. RW of 5- 2161 4.03" OCC LATCH SIDE STILE3REDCOREMATERIALLVLOR LSL OAK CAP v -- 1.077` --j I V) SIDFLITE TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE n m CC BOTTOM RAIL OWOODCOMPOSITE f--1.077" —j 4---1.54" CIDFI ITF BLANK SIDE_ SDLE 36 FINGER JOINTED PONDEROSA PINE 1.47" 4. co l CC TOP RAIL OWOODCOMPOSITE 0 N O O II O O 097"F-- O 4 x 4 HEEL DOOR HINGE9 39" RED ..{ OAK CAP I y I O 1.46" CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL- PONOEROSA, RADIATA, PULAI. ELIJOT771, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. DIM. VARIES1 n W/GLASS THK. L K40 x 1.79- PT THREAD J SCREW, W&IOR 014L 4.0— cMC FRAM 28 1.375" PPH PLASCREW 8-10 x 1 1/2" 1 DIM. VARIES oioi W/GLASS THK. T Fa E1: e 1 0 2 35 38 WOOD FRAME 6aC, 4.615" rn 2.203" t 1 T It FITLIEMASTE On 1g OUTSWING BUMP FACED9EALUMINUMTHRESHOLD 050" WALL TYP. HIGH DAM THRESHOLD 39 o_ > CVOco 0 0_ cr z o , Unw 3Owo O:DO Q <00 C W Do iE II` vu SLIT COO NSVLTANTS. ANC 11 813.684.3531 DATE 11/6/01 e NTS a DWG owc. er: WLN CHK. 9T: RW A , r,p auwnc 2 161 1 , SHEET 6 OF 9 93 I RIPTI N M riot 1 MA wi 1 r h F =6 i FIBERGLASS 2 3 Fir x4. 4 CC HtM SW TRU LvL of? LA & OAK 1.46' x I.4 5 6 NOT USED POP_YURETHANE FOAM BASF, 1.9lbs. DENSITY FOAM 7 SHWRT REACH COMPRESSION WEATHERSTRIP THERAIA-TRU FOAM 8 LONC REACH COMPRESSION WEATHERSTRIP THERW-TRU FOAM 9 4 x 4" HINGE .097 THK. ERMA-TRU STEEL 10 10 x 3 4' LG. PFH WOOD SCREW Hin a to Frome STEEL 11 10 z 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED j#8 x 2 1 2" LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED 16 2x INNER WOOD TEST BUCK WOOD 17 MAD(. 1 4 SHIM MATERIAL WOOD 16 KWIiKSET 7RAN 700 SERIES PASSAGE LOCK 19 ONE. PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. WOOD 20 HEADER 4.565" x 1.17 ERMA-TRU PONDEROSA PINE WOOD 21 NOT' USED 22 HMGIE AMB 4.565" x 1.17' -TRU PONDEROSA PINE WOOD 23 KWIR<SET TITAN 700 SERIES OEADBOLT 24 ASTRAAGAL WINDJAMBER II WR68T .052 WALL ALUM. 6060-T6 25 GLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 27 NOT USED LUPANHEAD SHEET METAL SCREW STEEL 28 ADC1FRAM SMC, THERWA-TRU SMC with yield strength F mm. = 6,200 psi 29 K40 x: 179 PI THREAD 59", MUN 1% 4.O2"WTAPE) EEL30 NOT- USED 31 NOT- USED 32 1 8 THK. CELLULAR GLAZING TAPE S- 33 1 x 0.04 DIA WIRE BRADSEEL34 38COVEMOLDINGOOD35lTlN41KdR4.565 x 1.17 -TRU, POOD36 SIOEU:TE SIDE STILE -TRU, 154 x _67 POOD37 10x134LG. PFH WOOD SCTEEL 38 LATCH' JAM 4.565x 1.1r (ThEM-TM PONDFIW fVfl WOOD ALUM. 39HIGHWATERDAMTHRESHOLD40 SILICONE CAULK SILICONE 41 NOT USED 42 MELITIE 1OP & WTW M -19l l-A x -5PQAER05l WOOD 43 8 = 2" LG. PFH WOOD SCREW STEEL 44 3 1e6 SEX BOLT STEEL 45 IVES. 454 8" SURFACE BOLT STEEL 46 LIP CM, - U TCM with strength F min. = 4,674 psi 47 yield 8 ) G 1-3 4 PPH SCREW FOR ITEM 28 & 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 374 INSULATED TEMPERED GLASS GLASS 50 CC 901700 RAIL (150' x .8W' IIrERIM-TRU WOOD COM OSDE) WOOD COMPOSITE 5 1 3 16 TAPCON A -9—M RUC0, 1.75 ITN I.C. STEEL52 3 16 TAPCON AN H"& ELCO, Z MIK LG. STEEL 592" O > 8.0" N 0 00Oco Lo co1 0, ASTRAGAL RETAINER BOLT CN co N LLi o c Ow o MATERIAL: C/ R ROD ZINC n YELLOW CHROMATE N :2 I 179" W LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET N 1. 158to" m m amNUO U 4 DRILL TRUFOR N y-", oz A8 PFH WOO m V w J= DRILL TRU FOR o v m SCREW 2PLCS .357" DIA. ASTRAGAL a in - RETAINER BOLTS I WINDJAMBER 11 WR66T STRIKE PLATE O7 .35" tom- COMPRESSION WEATHERSTRIP BY THERMA-TRU 1 " RETAINER BOLT FOAM CELL CORE W/VINYL JACKET CENTRAL no—nmAnil ir) cLiepN j N MAIYV' ACTURER NAN,:767" - MASTER FILE# WINDJAMBER II WR68T Srxe NTS ASTRAGAL (ALUMINUM 052" WALL TYP.) oxc. Ery: WLN cHr- BY: RW Dw- M NO.: 5- 2161 s"m 9 OF 9 f O > r\ O m 0.5" GLASS BITE 0625" THICK DOW 795 O to O 10.5' C1A55 BITE Y SEE NOTE 1 GLAZING COMPOUND 11 O = r\ O SEE NOTE 1 THIS SHT. U THIS SHT, vln 1/8" TEMPERED 1 B" TEMPERED w GLASS GLASS O O O o o e 0 Q co e o 1/4" AIR SPACE o eo 0 3/4" AIR SPACE cc 0000 e ° e ° W a 1/8" TEMPERED Y 1/8" TEMPERED GLASS GLASS 8 x 1 3/4" PPH 8 x 1 3/4" PPH V) 1/4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 3/4' STEEL INTERCEPT SPACER N U 1" INS L AT D TEMPERED GLASS GLAZING DETAIL SHOWN W vz GLAZING COMPOUND CLASSIC CRAFT" SMC LITE FRAM 1/2" INSULATED TEMPERED GLASS CLA7ING DETAIL SHOWN W/ REQUIRED FOR DOOR PANEL) hW a CLASSIC GRAcr" TCM LITE FRAME m m o SIDELITES ONLY) jo W ZVOvlIV 0625" THICK DOW 795 N N 0.5" GLASS BITE GLAZING COMPOUND n 0 o g c> v 0.5" GLASS z 1 /8" TEMPERED mSEENOTE1BREN1/8" TEMPERED GLASS THIS SHT. GLASS O 0 O O O O 1 /2" AIR SPACE o o 3/4" AIR SPACE D O O O 1/8" TEMPERED0oz = GLASS SEE NOTE 31/8-,TEMPERED THIS sHT. c N g 8 x 1 3/4" PPH GLASS IN P R TCLASSIC3/4" STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER IN AI WN W CRAFT" INTEGRAL GLAZINGT 0625" THICK DOW 795 SIDELITES ONLY) GLAZING COMPOUND 1" INSULATED TEMPERED GLASS GL AziNG DETAIL SHOWN W/ + I RAFT" T M M Tiuiwir SI LONLY)'' yp-'g g yy ® CONSULTANTS. 1 CENTRAL FLO n ` o • 0 813.684.3831 1. THE 27.5" z 50.19" DOOR LITE IS SECURED WITH (16) ;`B X" 1.75" PHILLIPS PAN HEAD SCREWS A. SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 3.0 13,75 AND 24.5" FROM THE LEFT SIDE. DATE- 11/5/01 SCALTHESIDESTILEANCHORSWERELOCATEDAT3.0 13,25", 23.625" 33.875" AND 44,125" o FROM THE BOTTOM OF THE LITE FRAME. i r, N • DWG. NTS 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS A 1 T n«c. BY: WLN SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125" FROM EACH END, SIDE STILES j j r K. BY: RW FROM THE TOP DOWN TOP DOWN AT 5.5", 16.5". 27.5" 38.375", 49.375" AND 60.375". OaA NO.: 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. + S-2161 r. ' f 'TJ- sNCTT 7 ov 9 4.03" OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP f— 1.077---{ 1.54" SUIFLITF TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1.47 --i h ww CC BOTTOM RAIL OWOODCOMPOSITE 1.54" 36 cinFI ITF RIANK SIDE STILE FINGER JOINTED PONDEROSA PINE r— 1.47' —^i n CC TOP RAIL OWOODCOMPOSITE O Ocv 097" —{ O 4 x 4 STEEL DOOR HINGE9 39" RED + OAK CAP I D1.46- CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULAI, ELLIOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR. INCENSE CEDAR OR REDWOOD. T- DIM. VARIES W/GLASS THK. h K40 + 1.79' PT THREAD SCREW. MA.KN7 DA 4.0m SM. rTEFIRAMF28 1.375" /8-10 + 1 112' PPH PIASCREW IVA IiE:1iDIM. VARIES jor_- 4.565' 0 2 35 38 WOOD FRAME 00 4.615" rn F 2.203" N r rn0r7 19 OUTSWING BUMP FACE AtUMINUMIWOOD THRESHOLD 050" WALL TYP. HIGH DAM THRESHOLD 39 y_ L 4 E J 'i IAA o> I" 1Y LV O o0co0oIaoi a: owoQ W cl V VV BUILDING NSULTAMM. INC 813.684.3831 NTS BT: W0 BY: RW NG HO.: S-2161 I 8 OF 1 I 1 111-11*0 7 wi I h F =6nBERGLASS 47 4QT TRU LYL.OR A & OAK 146' x 1471ONOTANEFOAMBASF, I-9lbs. DENSITY FOAM H COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM g 4 x 4 HINGE .097 7HK. ERMA-TRU STEEL 10 10 x 314LG. PFH WOOD SCREW Fine to Frome STEEL 11 10 x i LG. PFH WOOD SCREW SEEL 12 13 NOT USED 8 x 2 i 2" LG. PFH WOOD SCREW STEEL WOODWOODTESTBUCK 1 4 SHIM MATERIAL WOODNOTUSEDSEDSEDNER ET TITAN 700 SERIES PASSAGE LOCKIECEBUMPFACETHRESHOLDTHERMA-TRU ALUM. WOOD 4.565 x 1.17 ERMA-TRU PONDEROSA PINE WOOD 22 USED HINGE JAMB 4.565" x 1.17' MA-TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOL7 24 ASTRAGAL WINDJAMBER It WR68T .052 WALL ALUM. 6 25 GLAZING, 1 2 INSULATED EMPERED GLASS ASSGLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEELL 26 LIPMC, -TRUhRM S with strength mm6 si 29 K40 x 1. PI THREAD SCREW, WJOR 0LA 4.Onm FOR IfEl1 28 STEEL 30 NOT USED 31 NOT USED 32 1 6 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 %k WIRE BRADS STEEL W000 34 35 3 8- COVE MOLDING BLANK JAMB 4.565 x 1.17 -TRU, PONDEROSA PINE WOOD 36 SIDELTTE SIDE STILE(THEW-TRU. 154 x .67 PONDEROSA PINE 5000 3710x134" LG. PFH WOOD SCREW 38 LATCH JW 4.565 x 1.1 -TRU PONDEROSA WOOD ALUM. 39HIGHWATERDAMTHRESHOLD40 SILICONE CAULK SILICONE 41 NOT USED 42 90EM TW & KITOM RAI -IR11, 154 x 57 POIiDEROSA WOOD 43 8 x 2 LG. PFH W000 SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT SELL 46 C LIP U CM, - U TCM with yield strength F min. = 4,67! si 47 8 X 1-3 4 PFH SCREW FOR ITFJd 28 & 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GIAS5 GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 ICC BOTTOM RAIL (1.50' x .883' THERMA-TRU WOOD C06005TE) W000 COMPOSITE C7FF1 J i a r0 wwa r+r.u... STEEL 52316TAPCONANCHORPICELCD, 25 ILH lG. r 8.0" ASTRAGAL RETAINER BOLT ry MATERIAL: C/R ROD ZINC n YELLOW CHROMATE 3" DRILL TRU FOR A J8 PFH WOOD SCREW 2PLCS ol C, NN DRILL TRU FOR 357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKF PLATE i 1 " RETAINER BOLT 592" O > o Do V) 5 00NrnN Lj pO1 — Q 3 00 O8 I I W 000 a 1 t .179" LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET z 3N 1. 158 W Z J a TpQU U 40 V NW ols ; 0 m 00 N aa m COMPRESSION WEATHERSTRIP BY THERMA—TRU FOAM CELL CORE W/VINYL JACKET Lo T mm =A B. ®.A.Fo co 0 p N MANUFACTURER NN NAME rlrl o rwLa y 1. 1. 767" - MASTER FILE # 24 DATE 11/o/UI WINDJAMBER II WR68T SCILE NT5 ASTRAGAL ( ALUMINUM 052" WALL TYP.) orc. BY: WLN cwK ar: RW 5- 2161 SHa- f9 OF 9 4 l ` Y 114 t YJ L' - -,' A MM-NUFACTMER NAME THERMA o TRU CLASSIC CRAFT' INSWM 11-0 SINGLE AND DOISLE W/& WhOUT soefrm INSLIATimFIBEROLAS'3 DOORWTTH WOWFRAM& 1. THIS PRODUCT IS DESIGNED TD - MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MMMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT TIDES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DARE COUNTY. o. MIAJ4 -DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRED. 7. SIDEIITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. INSULATED Fl to all creme le Panel Fiberglass skin 0.127' minimum thickness. MC min. =6. hSF 000 psi 7oce sheets Sidelite: Fiberglass skin 0.070' minimum thickness. SMC) with yield strength Fy(min.)-6.000 psi Choredesign: Polyurethone foam core. withl.9 it s. density by BASF. ki The panel skin is constructed from a 0.127" thk. sheet Iw dingeompolnSMC). 7M interior cav4y is t71ed with 1.9 &_ dmsrty 845F ne foam. The panel Loa sheet; ore gYxd to thewood sties, and btdh andhingestiesoreL14orLSLTheI&c h stile which is IA x 4.09 '. isthelatchrenforcment. The1v and bottom rd.ae al o wood ale maleral. In thedoubledoorapplicationtheinadhsedoorrstitlewithanartrodedaluminumastrogalof 6060-T6 alloy. Frame Con tt roronn The frame s constructed from finger jointedpwe i e.g0a wide x I25f tw. . The header is joined to the side jambs with ( 3 / x Z 5 PFH Scrers of each side. The tlweshoid is joined to the ode 2 8 x Z.5 fnT1Screws al each side. The muPans ore secured togeth- jambso ' e applicol- "N 8 x 2" brq PFN WoScrews (6) screws per each mullion. The units use an kiwi" it mess 5.75' x 1.548. SK Lip Life - GA site is 21.656" wide x 5&093 secured 1.5 LongTekSewsTheframesamsealedwithsiliconecw4ing (Dow 795) to sidelite panel and to the glass S.idehite Glatino: SMCLip Lie with yield strength Fy(,min.)=6.200 psi &PVC. UP Lite with yield strengthFruin.)=2145 psi - 0A size a 9.85" wale x 6 w high secured w/(16) /8x1.756 42ps Pon Head Sims. The frames are sealed with silicone coifing (Dow 795) to sidefte panel and to the gloss. Integral Flush Glazed - The rideRe sash facepanelsoremoldedtoreceivetheiMuldedGlass. 7g is allached to the sidelite face sheets with sScane glaring compound ( )• TABLE OF CONTENTS MEET #I DESCRIPTION _ 35.75' MAX- PANEL WIDTH d J GiGi o a u Lu M T 14.869' d MAX' X O D.L.O. q c W x ZWIDTH 2aOoJo at O eOO0O i inn N G aN Q 11- 1 SINGLE IN_SM UNR OVERALLFRAME WIDTH s- ra x x - IL69' Its69' o w MAX. MAX. D.L.O. D.LO. WIDTH WIDTH ui 0 7 INA A TN on LSEE DETAIL i3SHEET31D5.5" MAX. OVERALL FRAME WIDTH 36.625" MAX. 15.5" MAX. PANEL WIDTH FRAME WIDTH F-rW/ASTRAGALMAXu2o 14// 869" 1 869- o MAX. MAX. D. L.O. D.L.O. WIDTH WIDTH b h INA SEE DETAIL A' SHEET 3 13. 9375 . SIDELITE WIDTH 7. 125" MAX. D.L.O. WIDTH LIP CITE 7.0 MAX. D.L.O.. WIDTH INTEGRAL LITI DOUBLE W/SIDELTTES INSWING UNIT kv ALL ELEVATIONS -68. 5" MAX. OVERALL FRAME WIDTH 15.5" MAX VIEWED FROM FRAME WIDTH THE INTERIOR k' Gj J J U 2 J U 2 x 0 O J Jo 0 a Saon rn DESIGNPRESSURE RATING ( WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE WITH OUT SURFACE BOLTS WIND.AMBER II ASTRAGALWITH SURFACE BOLTS WINDJAMBER 11 ASTRAGAL SINGLE 67.0 PSF - 67.0 PSF DOUBLE 47.0 PSF - 47.0 PSF 65.0 PSF - 65.0 PSF SINGLE & DOUBLE WITH SIDELITES 47. 0 PSF - 47.0 PSF 65.0 PSF - 65.0 PSF V R w x d y/ 14. 869" oMAX. WIDTH oh b A 13. 938' MAX. SIDELFTE WIDTH 7. 125' MAX. D.LO. WIDTH LIP LITE 7.0" MAX D.L.O. WIDTH INTERGRAL LIf 813.684.3931 suu c: NTS awe. Br: WLN as. BY: RW S-2764 I OF t I C6 L 20 vs. rZil7O 0 48 EXTER 28 clu INTERIOR I' MIN. GLASS THK. 29 1,68" MIN. 6 PANEL THK. 14 ig 0o 50 T- En 0 0. 0 01000 1.68- MIN. 000 PANEL THK. 0 SEE GLAZING DETAILS SHEET 8) A 49 o 0 o00 0 o 00 0 o000- 0 2. 141' 691- WNG SIDELITE 31 M BOOT o. og' EXTRUDED VINYL WALL 813. 684.3831 E: 1 1/8/01 MiL NTS G. BY: WLN K. BY: RW k— c S- 2164 r. 2 of E FXrTFRIOR 00. : o.-o. o. o .o.o o. O c y O.o INACTIVE ZY 3 3 J Lo w za2ASTRAGALRETAINERa BOLT 8.0" LG. TOP 1N RIOR do BOTTOM (2) BOLTS 18 AT TOP do (2) AT BOTTOM 1 RI N 3 ®ASTRAGAL 1.15- MIN. EMS. r25" MAX. SHIM MIN. 15" C-SINK Y EXTERIO Y 12 co W m zQ 1 49 EXTERIOa N U o > o OoOo.o o o u1 zY INTERIOR OwLi O 53 toz Y 45 SEE NOTE 3 S SET - a THIHE W a Z SEE NOTE 48 THIS SHEET yDETAIL A" JZ OPTIONALADDITIONOFSURFACEBOLTovv) z F- Jo m Z Y ZU 2 O oNll N y 15" MIN. 3 v) J 20 o v C- SINK l<-o o pO O w 000 ° O p C4 P O N O o e.ao 060 0 o Oo iO N a o INT RI R zF 4 zV, 36 12 6 48 N J 28 10 3 SEE NOTE o z35aw6wid99SHT.4 3 SEE NOTE z jj o Z - a 34 9 SHT.4 1 34 INTERIOR V) coas LT rrrs. u+c 673. Bg4.3637 17 2 ,TION 3 ® MULLION OATS 1/8/01 3 RnSS SECTION 1. NOT THESURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE A d?1;' 7-' l Q u jL tv NiS owc. ar: WLN HRIN73 ® SIDELITE TO BUCK 2. HIGH PRESSURE RATING. ti THESURFACEBOLTSTRIKEARELOCATEDATTHETOPANDBOTTOMf;r',j q_l s' e, RW THE SIDELITE CROSS SECTION OF THE ACTIVE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE.` T THESTRIKESFOREACHBOLTWEREATTACHEDTOTHEJAMBANDTHRESHOLDt•- 5-2164 WITH ( 2) //8 x 2.5" PFH WS. . THESURFACE60LTSWEREATTACHEDTO THE ACTIVE PANEL ;1 ! 3. WITH ( 4) 10-24 SEX BOLTS. 1. D a iil I o ... ogepurill, I' I 16 ' 13 njiffERIOR zi 4 38ao w co 25" MAX.aSHIMSPACE _ NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVETHEINSULATEDCLASS. THE CLASS IS ATTACHED TO THE SIDEUTE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 18 x I" PANHEAD SCREWATTACHINGTHEASTRAGALTOTHEINACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1-. 3", 5 18.25 54.0 77.0" 90.25", 92.25 do 94.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5" PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5 PFH WOOD SCREWS AT BOTH SIDE. S. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) ATEACHVERTICALJAMB, 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 $8 x 2" SCREW SECURINGTHEMULLIONSTOGETHERISTHESAME 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 JIO x 1 314" SCREW. WHEN ATTACHINGTHEHINGETOTHE - JAMB AND THE SIDELITE AT THE MULLION USE #10 x 1 3/4" SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" QUARTER ROUND MOLDING AROUND PERIMETER_ THE COVE MOLDING WAS SECURED USING I" x 0.04" DIA. WIRE BRADS AT 2' FROM EACH. END A MAX. OF 12" O.C. 1 R17ONTAI CROSS SECTION 4 LATCH JAMB TO BUCK, SEE NOTE 5 SHT. 4 SEE NOTE 1 SHT.4 Ovo 0 00 0O o0 0 000 pz 3 5 a t-uw 34 w ow w a 34 SHT. 5 SEE NOTE 1.15" MIN. EMBED. 15" MIN. C-SINK E42 HORI ONTA ROSS SEC77ON HINGE JAMB TO BUCK, 4 NOTE 6 EXTERIOR Yz 6 w so Z 1 o °:o 3 H RI NTA CROSS SECTION 4 o STRIKE JAMB TO SIDE 25" MAX. SHIM SPACE O N 0 co O 0co U _l 1ij Lo O LJ 0:D0 W C a 16 pin En'n r J o0UZ 37 7 SHT. 4 SEE NOTE p d Nr oIUcn v 813.684.3831 rKK- 7 @7 y n(l)]R "_ U. a o DRAWM Vgg I ! REIR NAME 0 SEE NOTE 3 SHT. 5 SEE DETAIL "F' 6" 3t3' 6 663"3- E 3 t 33- SEE DETAIL E' TYP. 3' -,{ 7 3" Y 3 3 ' I 3" 6- 6- 6" f- 3" 3" 3" 6 6" 6" SEE DETAIL H' DDUB SOELRES wlo:c DETAIL I OFTAIL 'G l ' 6" 6' h h N1SEElo A. DETAILA" ' D' T H ioN 21 u) U a N N SEE DETAIL Cl TYP. N N w DRILL THROUGH FOR A 0. 357' BOLT DEEP ENOUGH FOR A 2" - SINGLE DOOR As BOLT THROWNOTE: USE ITEM 113 A /8 x 2 1/2" PFH WOOD SCREW TO ATTACH THESTRIKEANDDEADBOLTPLATESTOTHEEP- wvJAMB ORASTRAGAL EXCEPI IN THE MULLEDAPPLICATION WITH THESIDELTTEUSEITEM143A /8 x 0 2" PFH WOOD SCREW. 111BI01 O O SURFACE BOLT ATTACH THE STRIKE N.T.S. STRIKE PLATEPLATETOTHETHRESHOLDW12I10 x 2 112' oec. er: WLN PFH WOOD SCREWS. RDETAIL ASTRAGAL STRIKE PLATE do OPTIONAL SURFACE DETAIL "H' MAYW S- 2164 BOLT STRIKE PLATE ASTRAGAL. THROW BOLTS THRESHOLD s 5 a 8 SEE DETAIL D" 1 SEE NOTE 3 SHT. 5 SEE DETAIL "J" 6" 6 3" 3• 3 —i f` H -I 3 6 6 3 3. 3" --i I t 3" 3" -i i -- 3. 3" 66" SEEOETAJL " K" SINGLE DOOR W/SIDELTf S In SEE DETAIL "F- 6. F 3" 3. 3• 6" 3------- d J n N SEE DETAIL KV C" TYP. ul In IN L. 1 M" TYP. SEE DETAIL E" TYP. 3" 6' 3" — 3• L3' 6" —i1111I11 6. 6. SEE DETAIL "H" DOUBLE DOOR s O 0 p SURFACE BOLT ATTACH THE STRIKE STRIKE PLATE r PLATE 70 THE THRESHOLD I `'/ F2 10 Ik SCREWS 1t1=1..L 1.°.- .11 Off. oETat J OPTIONAL SURFACE-OETAIL "K" BOLT STRIKE PLATE 1Vil [, T,- TU / /f 7jj'tTTTl'_JTER NAMM OLTSTRIKE PLATE ilijjj-llj-,r jj jjjl Jj _ j N V1 N in L6 cljO> Go L LOOS u) Owo FOHOQ aDo cr waU J Z N pZ Z O Gv) m A J OaoKp wZ U oA OW Z V- Q813.684. 3831 c11 8/01 uE N. T.S. c. w WLN K. BY: RW NMNG NO: 5-2164 icr 5 or 8 LL1 097- 1 L O4 r 4 S M DOOR HINGE 1 I l 50" -- OAK CAP — -{ I qu Orr BOTTOM RAIL WO00 COMPOSITE CC HINGE SIDE 0 4 CORE MATERIN, LVL OR LSLALTERNATECOREMATERIALPOKDEROSA, RADNTA, PULAI. ETLIOTTII. TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR. CEDAR, MMgSE CEDAR OR REDWOOD.. 40- RED 4.09' OAK CAP 6FEE ----------- Or_.r_. LATCH S1pE STILECOREMATERIALLVLOR LSL 8 I-- .75" 1 n- I DRILL THROUGH FOR DRILL THROUGH FOR .357' DIA ASTRAGAL A 18 PFH WOOD RETAINER BOLTS SCREW 2 PLCS WI QUAMBER II 068T STRIKE PLATE 1.50' q Oc'r" TOP RAIL WOOD COMPOSTE vncl rtF BLANK SIDE SDL 36 FlNGER JOINTED PONDEROSA PINE 42 crnFLrR TOP & BOTTOM RAIL FlNGER JOINTED PONDEROSA PINE SURFACE BOLT (NES 25"STEW _ ATTACH TO DOOR USING x 1 1 F.H. SHEET METAL SCREWS PROVIDED RETAINER 24 WINDJAMRFR 11 WOW L (ALUMINUM .052' WALL TYP.) 2.116' I.202 nI 1 28 MOLDED OPEN LOE SMC EMYE EXTRUDED SMC 92" 4.565' T L Z -72 0 2 WOOD FRAME VINYL THRESHOLD EXTENDER w 1 5.75' SEI F ADJUSTIN INSWING SADDI F THRESHOLD SUBSTRATE er L LMINI mlWOL1OMNYL THRESH_ 0L QEXTENOM: 6063-T5 ALUM..045- MIN. WALLSUBSTRATE: KILN DRIED SPRUCE. PINE. CEDAR OR POPLARVINYLTHRESHOLD:.080" MIN. WALL 20' . m 14 INSWING DOOR BOTTOM SWEEP VINYL .080- MAX. WALL, ,035- MIN. WALL N O 00 U OOD CLCC zo , 1n 0LJ O3o Do Do a ry 5 Cl W eQI175' N o 80 ONG R arll O COMPRESSION WEATHERSTRIP r_^A;PRESSION WEATHER „_STRIP BY THERAW-TRU ASMAr_L RETAINER 1301i _ Z FOAM GPI_ CORE FOAM CELL CORE WMNYL JACKET MATERIAL: C/R ROD ZINC WMNYL JACKET do YELLOW CHROMATE BUILDING 2.875" ono ATTACH TO SILL USING 110 x 1 1/4' F.H. SHEET METAL SCREWS PROVDED WITH BOLT. h, T A4. j 813.654.3831 E IIIB101 uE NTS G. Err: WLN 5-2164 riT 7 of 8 I m" PHIL)PS E RIPTI N Mat riol1- FIBERGLASSwih 'el h f - si2. 3K OCK TH PJ" TRU OR do OAK 1.50" x 4.1 5' 4 RMA-TR L.50" x 1.4 7" STEEL5SPANHEADSCREW FOAM6MBASF, 1.9lbs. DENSITY 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU 9 4 x 4" HINGE .097 THK. THERMA-TRU STEEL STEEL 1D 10 x 3 4" I .PFH WOOD SCREW Wince to Frame STEEL11i10x1IG. PFH W000 SCREW STEEL12fRx2" LG. PFH WOOD SCREW STEEL 13 18 x 2 1 2" LG. PFH WOOD SCREW 14 NOT USED WOOD15NOTUSEDWOOD162xINNERWOODTESTBUCKWOOD17MAX. 1 4" SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK ALUM WOOD19ONEPIECEBUMPFACETHRESHOLDTHERMA-TRU WOOD20HEADER4.656 x 1.211 ERMA-TRU PONDEROSA PINE 21 22 NOT USED HINGE JAMB 4.656" x 1211 ERMA-TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER 11 WR68T .052 WALL GLASS 25 INSULATED TEMPERED GIGLAZING, 1 2 LAS 26 NOT USED STEEL 27 28 8 x 1 LG. PANHEAD SHEET METAL SCREW MOLDED OPEN LITE FRAME EXTRUDED SMC with the strength F min =6,200 si SMC 2g 40 x 1.50 PT THREAD SCREW, WAJOR OW 4.OMM FOR T(EM 2B STEEL 30 NOT USED VINYL31INSWINGSIOELITEBOTTOMBOOT 32 118 THK. CELLULAR GLAZING TAPE STIK-II TAPE STEEL33iX .04 OIA WIRE BRADS WOO 34 35 1318 QUARTER ROUND MOLDING BLANK JAMB 4.656 x 1.211 7HERMA-TRU, PONDEROSA PINE WOO 36 SIDEI SIDE STILE THERMA-TRU 1.531 x .656 PONDEROSA PINE WOOD 37 110 x 1 3 4" LG. PFH WOOD SCREW STEEL 36 NOT USED ALUM. 39 NOT USED SILICONE40SILICONECAULK 41 42 NOT USED SM fE TOP d BOTTOM RAIL ERMA-TRU 1,531 x .656 PONDEROSA PINE WOOD 43 118 x 2" LG. PFH WOOD SCREW STEEL 3 16" SEX BOLT STEEL STEELIVES4548" SURFACE BOLT TCMNOUSDSTEELNOTUSED GLAZING, 1 INSULATED TEMPERED GLASS GLASSIGLAZING, 3 4 INSULATED TEMPEREDGLASSWOODCOMPOSITEWOODCOMPOSDECCBOTTOMRAI1.50 x .94 THERMA-TRU TAPCON ANCHORING ELCO, 1.75 MIN. LG. STEEL 16TAPCONANCHORINGELCO, 2.5 MIN. LG STEEL 54 10- 24 SEX BOLT PLASTIC LIP LITE FRAME PVC with 0 field stre th F min =2 145 si PVC X7 RI R 453" GLASS z Z W BITE N 1/8" TEMPERED 48 ^ g GLASS o co 1/ 4" AIR a 0 4I O P Z .. 0 SPACE c p n o... o: o o u OQ 1/8" DECORATIVE o - 67 O GLASS O O 1/ 4" AIR Z) 0 33/ 4" STEEL SPACE m 6INTERCEPT1/8" TEMPERED 2 _ J 9 GLASS 00 Wco 1" INSULATED TEMPERED GLASS aGLAZINGDETAILSHOWNW/ CLASSICCRAFT" SMC LJTE FRAME REQUIRED FOR DOOR PANELS) jco INTERIOR 0. 5" GLASS BITE O OD OOOQ O O O ZY 1/ 2" STEEL INTERCEPT SPACER 3 4"" INSULAT D TEMPERED GLASS GLAZING DETAIL SHOWN W CLASSIC CRAFT" INTEGRAL l SIDELITES ONLY) 453" GLASS Y - z BITE 2 1n V) 340 • n 1/ 8" ANNEALEDo wz GLASS O. U 2 J O . 25" AIR ol`N' ? m p .°. o SPACE o. Q D1/ 8" ANNEALED }m 5 GLASS 25" STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL SIDELITES ONLY) 0625" THICK DOW 795 w GLAZING COMPOUND 1/ 8" TEMPERED GLASS z 1/ 2- AIR SPACE euarnr+ c 1 / 8" TEMPERED 813.684 GLASS 1/ 8/01 rpuALFL WDA a ®e Nis onc. ar: WLN NAME Rw 7 MURE S-2164 T- FILE MASTER i• _ •0 TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z22137B Address 1 VENETIAN BAY Address 2 LOT 67 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: - Wind: 120 MPH ASCE 7-98 Building supply a BOMi rrcompany ORLANDO TRUSS DIVISION DBA SMYTH LUMBER CO. 2722 APOPKA BLVD. APOPKA,FL 32703 407-299- 522 FAx:407-29 9153 a, Engineer of Record HOME DESIGN SERVICES OF 580 CAPE COD LANE #9, ALTAMONTE, FL AA#2665 Or Building Designer: Seal DbtE: 23-Feb-04 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R1 C1 R2 C2 R3 C3 R4 E1 R5 E2 R6 E3 R7 R8 R9 R10 R11-2PLY R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 V1 V2 V3 V4 H1 H2 H3 35 Plus Standard Details C11Y OF AWORD Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers c 40 KNEE®O KNEE®0 14'O' PL. HT. 12' O' PL. HT. William M r 12.0 4 3/16" 116 HOLD TRUS5E5 I6 B W/ RAncp FEELS BA6K r ON BLOCK C ON FRANE WALLS SMYTH L U DEF GO. FOOF TPU55 DIVI510N 2722 SOUTH APOPKA 6LVD. AFOFKA, Fl—. 32703 407) 2clq - 1522 FAX (407) 2ciq - 453 Engineering Gertificnte of Authorization # 61218 NOTES : I) IT r, THE DLLOER 5 RE5I`"DIJTY TOVERFYTRU55FLACaUNTPLANAN) TRU55 DESON DRAV ACMN5T FFLD GOWITION5 AND DESON INTENT REFERENCE 5EGTON I4.21) ANSVTn 1-I915) APPROVED'NA1,E (PRINT) SI M1EDDATE 2) TRU55E5 M19T NOT BE CUT OR ALTEREDNANYWAYWTHOUTPRIORAUTHORIZATION BY 1YTH TRUSS GOWANY. 3) TKI1S5E5 THAT ARE CUT OR ALTERED0' WITHOUT AUTHORZATION WLL DE REPAIRED OR REPLACED AT CU5T04£R'S EXPEN5E 4) DACKGHIARGE, OF ANY KNV WILL NOT BEGONSDEREDWITHOUTPRIORREVEWAND WRITTEN GOMENT BY WYTH TRUSS GOM'ANY. The Truss Engineer's seal, when applied, confirms the placement of the truss framing as itrelatestothetrussdesignsspecificorthisstructure. The truss framin is based upon the review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of the truss framing and/or truss placement plan. The design of the temporary and permanent bracing, the diaphragm system, shearwallsandslructurafelementstoresistlateralloadsfromwindandrorseismicactivityisthe responsibility of the building design professional. Additional approval by the building PE design professional shall include, buf not be limited to, design loading, lengths, profiles, t pitches and depths. DETAILS 1) REFER TO HD 9 RCGOAA21VATON FOR HANDLING, N5TALLATON, AM TEWORARY DRACN6I" REFER TO ENfI ffi(EDDRAWNTfi FOR PERMANENT DRA" RE0.Q;CD2) ALL INa-UPN6 TRU69E5 LNDER VALLEY FRA" N61 MJST DE COWLETELY DEGKED OR REFER TO VALLEY T"5 PETAL, FOR ALTERNATE DRAC14 6REOLREKIEJTS 3) ALL Va-LEv5 TO DE CONVENTIONALLY FRA£D BY DULDER 4) NTERIOR LOAD DEARN6 WALL5 ALL ROOF TRUSS I-W-51ER1TO BE 5NP5011 HJ524ORLW (K,ANT-5Aa THI024 LN-ES5 NOTED OTFERWFi- SIMPSON I USP KANT-SAG O - HUS26 OR THD26 HUS28 OR TH028 Q- HHUS28.2 OR THD28-2 HHUS48 OR TH048 Q - HGUS26.2 OR THOH26-2 ID - HGUS28.2 OR THDH28.2 m - HGU928-3 OR THDH28-3 m- SUUR210 OR SKH21OUR Q - HGUS48 OR THDH48 THA422 OR MSH422 Q - THAC422 OR MSH4221F Q - HUC410 OR HD4101F Q - THJA26 OR HJC26 1846/ I-ANTANA ADDTEV ' 6 OF G" (5TD) IcccisAu KI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 120 MPH WIND, 14.35 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 16 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. J A V— J A V— J A v— 3X6 (Al) 3X6(Al) h ty I 20-0-0 I 20-0-0 1 40-0-0 Over 2 Supports R=1557 U=474 W=8" R=1557 U=474 W=8" CJ PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 Ol'Ys6 FL1 R Scale=.1875" Ft. WARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE'7y INSTITUTE. 583 O'ONOFRfO DR., SUITE 200. MADISDN, 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 YYY FI •VVV p r1G T a2i j NO 42704 1p 117{ 7C T C T C U C L L D L D L 20. 0 7. 10. 0 0 P S F P S F c PSFFR E F R 3 5 2-- 2 0 6 7 3 DATE 0 7/ 1 4/ 0 3 SMrrH LUMBER Co. F2OOF: TRUSS n1VIS1ON : D R WSLTUSR352 S L T - E N G / W M R 2722SC)VTN APOPKA BLVD; APOPM: A FL 32703 407 2997;622 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 NDS (NATIONAL.OESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6S3 GR40 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t LSTATEOF "' Af b(Vs/ ONAL BC T 0T. L L L D. 0. 0 3 7. 0 P S F P S F S E 0 N- 36089 D U R F AC 1.25 FROM S L C PRC7F'ES,SIONAL ENGINEERING --- C EPfTIFICATE0F:ALTTHonrL-n0N'#921:8: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. J U 1 4 O h 1 1 SPACING 24.0" JREF- 1S4G352_ZO4 LCC13/t5 - K/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6(Al) I nIJ Uwu rM[rNrctu rKUPI L,Uf"Iru1CM 1[1rul LLUAU.3 N U1rIuvJIV PIJ) JVow1I ICU UI 120 MPH WIND, 14.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2.5X4 % 2.5X4 6 r —T 6 O5X6 5 X 6 A) (A) 9-4-0 5X = 5X6= 5X10= 6— 3X6(A1) 1-4-0 1-4-0 rr L_ 19-0-0 12-0-0 119-0-0 _1 0- 0-0 Over 2 Supports R= 1557 U=475 W=8" R=1557 U=475 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTYt:1 FL 1 R Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR.. SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M•• R Y`` Tpi•' .1 IFIC4j * 6T T C C L L D L 2 0. 7. 0 0 P S F P S F R E F R 3 5 2-- 2 0 6 7 4 SMYTH LUMBER CO; D A T E 0 7/ 1 4/ 0 3 DRW SLTUSR352 F:OOFTRUSSDIVISION IMPURiANT"FURNISH A COPY OF THIS DESIGNTOTHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO J< NO 42704 j .. j 1 BC DL 1D.Q PSF S L T- E N G W M R Y 2722 SO.U'FHAPOPKABLVD. APOPKA FL 32703 BUILD THE TRUSSES IN CONFORMANCE KITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONEDR1.1 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN j 7i ts STATEOFper" BC L L 0.0 P S F S E Q N - 38594 4O7 299-1 522 : FAx 407 299.9:1 53 .: SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PACER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A663 GR 40 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, FOSI TION CONNECTORS PER S• 4, j L/ Q R1Q • y • ••• TOT. L D . 37.0 P S F D U R F A C . 1 . P 5 r FROM c- S LC f i : : PROFESSIC) NALENGINEERING:: : DRIRINGS 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 SPACING 24. 0" JREF- 1S4G352_ZO4 CERTIFICATE OFAU1H0FR7ATON #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 1995 SECTION z. J u: 1 4:::.' 0j r —nAorn rOnM rn.—TCO TAIDnT I nAnc P. nTMr Ml:TnAK\ CIIRMTTTPn RY TRIICC MPP LCC1JlD - f 3J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. 3X6(Al) 120 MPH WIND, 13.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2.5X4 0 2.5X4 6 r— 1 6 5 X 6 % 5X6 9-4-0 FYi n= I,XF- 3X6 (Al) 1-4-0 ty L 18-2-8 I 3-7-0 I 18-2-8 _1 0-0-0 Over 2 Supports R=1557 U=476 W=8" R=1557 U=476 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY['1 FL 1 - R Scale=.1875" Ft. WARNINf*' TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 5RACINf.. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED DY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO {Gtl lC,' p T C D L 7.0 P S F DATE 0 7 / 1 4/ 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ! V SMYTH LUMBER CO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. + y —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.::42704 BC D L 10.0 P S F D R W SLTUSR352FZOOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD-: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND + STATE GF. B C L L 0.0 P S F S L T - E N G WM R APOPKA, FL 32703 .: BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN + .. A: `,- SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A ` v 4o7-zsslszzw , TOT.LD. 37.0 PSF SEQN- 20274CONNECTORSAREMADEOF20GAASTMA663GR40GALV. STEEL, E%CEFT AS NOTED. APPLY CONNECTORS TO -j(y.4 R1O F,vc. 407 29"1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s NNO D U R F A C . 1.25 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAD ILITY AND USE OF THIS CE1Ri MATE OFAUT1-1GFMAT10N 49218: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jul 14 103 SPACING 24. 0" J REF - 1 S 4 G3 5 2_Z 0 4ANSI/TPI 1-1995 SECTION 2. LCG1J/FS - K4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6(Al) 1-4-0 5X6= irii) UWU FNrrAKLU rKUPI UUMirUitn Iivrui )LUAUS n U1PIEI1OIU—) 3---LU 120 MPH WIND, 13.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2. 5X4 1 2. 5 X 4 6 r 6 5 X 6 5 X 6 A) (A) 9-4-0 R=1557 U=478 W=8" 5X6= 5X10= 5X6= 40-0-0 Over 2 Supports 3X6(Al) 1-4-0 ry R=1557 U=478 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTYsa FL 1 R Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P J F R E F R 3 5 2-- 2 0 6 7 6BRACINGREFERTOHIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON WI 53719), FOR SAFETY PRACTICES PRIOR TOQ FI PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7. 0 PSFF DATE 0 7 1 4 Q 3G./ / S MYTH L,UM BER CO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No 42704IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = B C D L 1 0. 0 P S F D R W SLTUSR352ROOFTRUSS0vns10NPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO .: 2722 501IfH AP6F!KA BLVD BUILD THE TRUSSES IN CONFORMANCE WITH II; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND STATE OF APOPKqFL32703 : BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S A: BC LL 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE•••G{, y 4Q7.299 1 622 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I<C'S•..O R: Ol•• ` E O N - 38591 FAX407299-9;1 53 X //I TOT T. L D. 3 7 .0 PSF FS EAG FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `NA1. ryry PROFESS( gNAI, ENGINEERING.::: - DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING __.. D U R P A C. 1 C 5 ` f R 0 M S L C w RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH [S - CERTIFICATE OFAU7190RIII TION it92 t8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Jul 1-d 03 SPACING 24.0" JREF- 1S4G352_ZO4 LCC1.5/IS - KJ) TOP CHORD 2x4 SP #2 r BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. 3X6(Al) NLJ UWU FKLIAKtu rKUM LUMPUItK ANNUL (LUAU) 6. UIMLNJ1UNJ) JUBMIIItU GY IKUJJ MFK. r 120 MPH WIND, 13.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4= 5X6= 2.5X4 0- 2.5X4 6 r (A) (A) —1 6 5 X 6 5 X 6 9-4-0 2-FX4= E YyA GYR— 2 ;YA 3X6(Al) 1 4-0 1-4-0hry 16-2-8 I 7-7-0 1 16-2-8 I IE 40-0-0 Over 2 Supports R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 ...... 0TY:l FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES RECEIPT EXTREME CARE IN FABRICATION, HANDLING, SNIFFING. INSTALLING AND BRACING. REFER TOOH (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS O7H0%1SE INDICATED, TOP CNORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE.... CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRU55, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 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 y n+ fYI K Q IFIri,'q V rV1F .: No 42704 r 1 : OF s' c .. Pr+' aQR1•' ` S Na. T C T C BC BC TOT L L D L DL L L L D . 2 O. 7. 10. 0 0. 0 3 7.0 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 2 0 6 7 7 SMYTH LUMBER CQ ROOF: TRUSSDIVISION 2' 722SOUTH APOP.KABLM .: APOPKq FL 32703 4Q7 FAx? 407z9B-9153 _ PRO FE$SIONAL ENGINEERING: DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G / WM R S EON 20242 D U R F A C . 1.25 FROM c J:. L C GERTIF( CATE OF:AUTTRORIZATION 49218 COMPONENTANY SEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JUI 14 ': .....::.:...... SPACING 24.0" JREF- 1S4G352 Z04 ILCC137ti - r,bl 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) _ I n13 u"u rnErmmLu rnurl 1urir UILn iiru l- - ,- I' "- 120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT I1, 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 (A) (A) 6 A) (A) 9-4-0 2X4111 5X8= 5X8= 2X4111 3X6 (A1) = 1-4-0 1-4-0 I 15-0-0 I 10-0-0 I 15-0-0 I 40-0-0 Over 2 Supports 'I R=1557 U=480 W=8" R=1557 U=480 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0 TYal FL 1 R - Scale=.1875" Ft. WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISO N, NI 57719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEB, 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 M• e- 1fFl .• tfj N 42]01: r' 1 T C T C BC L L D L DL 20.0 7.0 10.0 P P PSF S F S F R E F R 3 5 2 S MYTH: LUMBER CO; ;; ROOF7RUSSDIVISION DATE D 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G / W M R2722SOUTHAPOP" BLVD APOPKA FL 32703 .: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN n 7 5TATE OF; BC L L 0.0 P S F SEON- 38588407Q991622; FAX 407 299-9,153 .: SPECIFICATION CUBLISHED BY THE AMER ICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR 40 GAL Y. STEEL. EXCEPT AS NOiEO. APPLY CONNECTORS TO•'. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER At P.f yOR10•. TOT.LD. 37.0 PSF DUR FAC 1 5 FROM CSLCPROFESSIONALENGINEERING: : OR WINGS 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 SPACING 24.0" JREF- 1S4G352_Z04CERTIFICATEOFAUTHORrLATION4F9218: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI I-1995 SECTION z. G l:r:::. .. JU LLL13/t5 K/ ) I I I j u", TOP CHORD 2x4 SP 2 120 MPH WIND, 12.90 FT MEAN HGT, ASCE 7-98, CLAED BLDG, NOT LOCATED BOT CHORD 2x4 5P 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 5P 3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X5 (A1) 5X6= 2X4III 5X6= 5X6% 5 X 6 6 r 6 9-4-0 2X4111 5X12= 3X8= 5X12= 2X4III 3X6(A1) 140 H 14-2-8 I ll-7-0 I 14-2-8 _1 0-0-0 Over 2 Support R=1557 U=481 W=8" R=1557 U=481 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 REOU[RE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND .A T C L L 2 0.0 P S F R E F R 3 5 2-- 2 0 6 7 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP] (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISO N. WI 53119). FOR SAFETY PRACTICES PRIOR TO ,.'(IFI F - T C D L 7.0 P S F DATE D 7 1 4 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER2 CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V / F200F:TRU$$dIV1510N! "IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i ::No 427Q1.4 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO is 2722 SOL M APOPKAu BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND - i *- APOPKA FL 327>9 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN l .STATE OF Q" B C L L . 0 P S F S L T - E N G / W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1. 0 R,to 1` ao7zss16zz TUT.LD. 37.0 PSF SEON 20226CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO y FAx;407 299=91`53, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON- THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING-'/A1: D U R . F A C 1.25 FROM S L 1. PROFESSIONAL ENGIPIEKERING .:::I RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS GERTIFIGATE OF-ALITTIORIZATHON 4921:8" COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI TPI 1.1995 SECTION Ju-T 14 03...::.;: SPACING 24.0" JREF- 1S4G352_Z04 k4LC1S/n KO) inta unu rM[r—cu -Uri inrUi LLVAUJ a U TOP CHORD 2x4 SP 2 120 MPH WIND, 12.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHOR D 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.O PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4III 5X6= 5X60 5X6 6 r —1 6 9-4-0 2X4111 5X6= 3X8= 5X6= 2X4III 3X6 (AT) 1-4-0 y LEE 40-0-0 Over 2 Supports R=1557 U=482 W=8" 3X6 (A1) 1-4-0 r R=1557 U=482 W=8" PLT TNP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - OTY::1 FL 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING- INSTALLING AND ,r M, e TC L L 2 O. 0 P S F R E F R 3 5 2-- 2 0 6 8 0BRACINC. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE {:` /?, - 7 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISD N, NI 53119). FOR SAFETY PRACTICES PRIOR TOt IFIC;q TC D L / .0 P S F DATE 07 / 1 4 / 0 3 .: PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED J /EMYYHLUMBERCO:. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F200F1RUSSL 1VISION ; "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No 42704 BC DL 10.0 PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 j 2722 savor APOPKA BLVv .: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7C ; BC L L 0.0 P S F S L T E N G / W M RBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNAi'- KA FL ::.. 3 s STATE OF 407 299-1 622 : SPEC IFICAiION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1( f : CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R,p TOT . L D . 37.0 P S F S EON - 38585FAX:407 299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ti J• C PRO FE5510NAL ENGINEERING DR A'TIN6S 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGSroNA DUR FAC . 1 . P5 FROM JLCRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITA8iLITY AND USE OF THIS __.........: GERTIFICA:7E OF:A"40RRATION 49218 COMPONENT FOR ANY FAR T ICU LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. FER -:' ANSI/TPI 1-1995 SECTION 2. Jul 14= u-'' SPACING 24.0" JREF- 1S4G352_Z04 nni rrrn — rD lice AnCD TOP CHORD 2x4 SP #2 r 120 MPH WIND, 12.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6(Al) 5X6= 2X4III 5X6= 2.5X4% 2.5X4--,- 6 r 6 9-4-0 2YA ui FY1 9- 2X4111 3X6(A1) 1-4-0 1-4--0 I 12-2-8 I 15-7-0 I 12-2-8 1 40-0-0 Over 2 Support R=1557 U=483 W=8" R=1557 U=483 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY: FL 1 - R - Scale=.1875" Ft. WARNING** TRUS`•ES REOU IRF. EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ` / PERFORMING THINSTUTESEDFUNOCTIONSOIORUNLESSSUTOTHERWISEDINDNCATED. TOPICHORDfOR SHALLFHAVETYPPROPERLY ACES TTACHED IOR TOCTI `r.UF IF'C%' T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 9myni LUMBER CO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. iZOOFTRUSS:n IVISIOM **IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 :NO 42704 ' BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722:SUlfti APOPICA BLVO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND * STdTE ..OF f B C L L 0.0 0 PS F S L T - E N G W M RAPOPKAFL .: 32703 .: : BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND FAFER ASSOCIATION) AND TPI. ALPINE S• ` Q'f ao7-zs9-r5zz OR10. TOT.LD. 37.0 PSF SEON 20219 CONNECTORS AREMADEOF20GAASTMA663GR40GALV. STEEL. E%CECT AS NOTED. APPLY CONNECTORS TO y 47C 407 299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "'vNAL. D U R F A C 1.25 F R O M S L C PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE SUITABILITY AND USE OF THIS GERTIFtCAT'E OF AUT1-10RRATiON 3t9218. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ju1 --- 1:4 ,03 ANSI/TPI 11995SECTION z. SPACING 24.0" JREF- 1S4G352_Z04 LZZ131b - K1U) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 5X6= I MIJ UWU ['NLF'AKLU LKUM LUMNUItK 1NVUI (LUAU) 8 UIMtNJ1UNJ) JUISMI IItU bT IKUJJ I"IPK. 120 MPH WIND, 12.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 2.5X4= 5X6= 2.5X4 2.5X4 6 r 6 9-4-0 2X4111 5X8= — — 2X41115X6= 5X8= 3X6 (Al) 3X6 (A1) 1-4-0 1-4-0 y L_ 11-0-0 _I_ 18-0-0 _I_ 11-0-0 _1 40-0-0 Over 2 Support R=1557 U=485 W=8" R=1557 U=485 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 ........ _.... ._ 0.TY:.1 FL 1 - R - Scale=.1875" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLiN6 INSTALLING AND BRACING). PUBLISHED BY TPI(TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISD N. NI 53719). FOR SAFE TV 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. 72%.R R'(IFIC;4 T C T C L L D L 20.0 7.0 P P S F S F R E F R 3 5 2-- 2 0 6 8 2 SMYTH LUMBER CO; DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352HOOFTRU55DIVISION : 2722 SOLffH APOPKA BUM APOPKA, FL 92709 : 497 299.1 622 :: FAx'::407 299-9159 PROFESSIONAL ENGINEERING::::: IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITHAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOR 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, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRPPWINGS 160 A Z THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r No 42704 ; STATE OF Pfr4i` a s' : :. NAB: BC B C T 0 T DL L L L D . 10.0 0.0 37.0 PSF P P S F S F S L T - E N G / W M R S E 0 N 38582 D U R P A C. 1 5 L FROM S L C CERTIFICATE OF:AUTHIOR2ATION:#921:8: COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2 U I I,.'......:::. '... SPACING 2 4 . 0 " J REF 1 S 4 G 3 5 2_Z 0 4 c[clsits KII -fr IJ TOP CHORD 2x4 SP #2 , BOT CHORD 2x4 SP #2 :B1 2x6 SP #2: WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DURZ.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.33 to 54 PLF at 41.33 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.33 BC 2508 LB Con, c. Load at 11.60 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X6 (Al) 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5X6= 2X4111 2.5X4= 5X6= 5X6= 2X4111 2.5X4--- 6 P— —1 6 B1 9-4-0 7X10= 2 5X4= 5X6= 2 5X4= 2X4III2.5X4= — 3X6 (Al) 1-4-0 1-4-0 I 10-1-0 I 19-10-0 I 10-1-0 I 40-0-0 Over 2 Supports _1 R=3346 U=1630 W=8" R=2277 U=938 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 FL 1 - R - Scale WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BV iPl (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MAD ISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO IFI Cif PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED }}f ^4'7 T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO STRUCTURAL PANELS, BOTT014 CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i ND 427O4 ROOF:'TRUS$,L IY15 aON "`IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL l0. D PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .:: _ 2722 SOUTH APdPICABLVID. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING ANO z:STATE::OF BC LL 0.O PSF SLT-ENG /WMR APOPKA FL :8270 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN . S .. P :!,c c / SPEC IF ICAi ION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S V T 0 T. L D. 3 7.0 P S F J E V N- 202104072991'622 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R OFAX' 407 299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS FERspf_G DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V 4 D U R F A C. 1.25 FROM S L CPRQFES$IONALNGINEEF2ING . :. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS :.,i CERT7FfCATE OF AUTHORI7ATIC7N?:9218: COMPONENT 1FOR ANYSECTIJul 14 03 OICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER SPACING S E E A B O V E J REF - 1 S 4 G 35 2_Z 0 4 ZZIJlb - K1Z) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER . ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. IMIJ UWV VKtVAKtu rmu19 LVFIrUI rm 11NrvI LLVAUJ IN UiIILI'0a—al i—I1-1 1 --1-11 120 MPH WIND, 11.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 5X6= 2. 5X4 = 5X8= 2X4 r2 T3 2X4% 6 E— A) 6 5X6= 3X6(A1) _ 91612 5X6= 5X6= 3X6 (Al) 1-4-0 1-4-0 ry 9-0-0 I 22-0-0 I_ 9-0-0 J 40-0-0 Over 2 Supports R=1557 U=487 W=8" R=1557 U=487 W=8" PLT TYP_ Wave TPI 95 R Design Crit: TPI STD FLBC 6.1 WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY A77AC HED SMir'rH LUMBER..C: O :: STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Fi00F.'CRUSSIIVLSION "'IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722:S tali AP.OP!KA BLVti::: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND iAPOP'KA FL:. i:32703 .: BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 4p7 29g:fi22 i'. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR 40 GALV. STEEL EXCEPT AS NO1ED. APPLY CONNECTORS TO FA7c :-407 299=9 1 53 EA H FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 100 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOAI7ATH)N9t92COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTIO14 2. Q: TY: FL/-/1/-/-/R/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37..0 PSF DUR JAC . 1 .25 SPACING 24.0" 9- 4-0 Scale=. 1875"/Ft. REF R352--20684 DATE 07/14/03 DRW SLTUSR352 SLT- ENG WMR ` SEQN- 37754 FROM SLC. JREF- 1S4G352 ZO4 LLLl S/b - K13) TOP CF3ORD 2x4 SP #2 :T2,A3 2x6 SP #1 Dense: BOT C HIORD 2x6 SP #2 :B2 2x6 SP SS: V2EBS 2x4 SP #3 :W3, W9 2x4 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1OX10 (R) \\\ 5X4 (A4 I EIIJ UWU YKLY AKCU rKUI"I LUFIYU ILK 114PUI LUAUJ N UIMt NZ) I UINJ) JUbllII ItU GT IKUJJ mrK. 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 PST, WIND BCDL=5.0 PSF. 1 HIP SUPPORTS 7-0-0-JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.55" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X = 20-0-0. 3X4= 7X6— 3X4= 1OX10 (R) /I/ 5X4= 1L 30— 11-- 2.5X4= 5X4(A4) 5X4 (A4) 1-4-0 1-4-0 y 1_ 7-0-0 _I_ 26-0-0 _i_ 7-0-0 _1 40-0-0 Over 2 Support R=3091 U=902 W=8" R=3091 U=902 W=8" 4) 9-4-0 PLT T YP. High Strength, Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 Q:TY::1 FL - 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M • T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 5BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOF P.IO DR SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED tlFic), .i T C D L 7. 0 P S F DATE 0 7/ 1 4/ 0 3Smy—m LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1G IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED F No. 42704 '5'0 BC D L 10.0 P S F D R W SL TUSR352FZO`OF:TBlJ55 D1Vi5lOW : PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722.SOUTE1 APOF'IVk BLvo BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND { P POPKA FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i S'1"b'jE BC L L 0.0 P S F S L T - E N G / W MR 407,299 1 5z.2 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE Pi TOT. L D. 37.0 P S F S E Q-N - 37737CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO NF'Ax: 407 299-91 53 - 0 •• EACK FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n'• PROFESSIONAL ENGINEERING DRAWINGS 160.A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGsPoNA E D U R . F A C . 1.25 FROM S L CRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGN 'SHOWN. THE SUITABILITY AND USE OF THIS A ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE JREF- 1S4G352_ZO4 CERTIFIC.WTEOFAUTHOLVAUTHORIZATION COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER JUI 14' LLL1Slt5 - K14) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.33 to 54 PLF at 11.54 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 11.54 TC 400 LB Conc. Load at 10.67 5X4= I1113 UWU YKLVAKLU YKUP1 l,UP11'UILK IINYUI (LUAU) N Ull'ICI131UN3) 3UDI"I1! iLU Di 'Ru33 r R. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 10.85 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 61— 0-6-9-4-0 2 X 4 III 5X4 (132) 2X4(A1) L<1-4-0> I, 6-0-0 _I_ 5-6-8 11-6-8 Over 2 Supports R=548 U=290 W=8" R=784 U=386 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TYI4 FL 1 - R - Scale =.375" Ft. WARNING* R TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND • RAj_ BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 7P1 (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 6 INSTITUTE. 563 D'QNOFRIO DR.. SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO ••'• PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. 10P CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IG: Fi00FT,Rl15SdIYIS10N "IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No 42104 BC DL 10.0 PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BWO : BUILD THE- TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, BRIEFING, INSTALLING 'AND 1 l ` APOPKA, FL 32703 : BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S( Q;r tV407-299-1522 • OR1d,.• TOT . L D. 37.0 P S F S E O N 213 31CONNECTORSAREMADEOF20GA UNLESS OA653THERWISE GR 40 GALE. STEEL. EXCEPT DESIG AS NOTED. APPLY CONNECTORS TO yFAX: 407-299.9!1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS RE R cORANINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGs••/IyA l1' D U R F A C. 1 5 FROM J L CPROFESSIONALENGINEERING _!.', RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS - CERTIFICATE OF:AUTHORE7ITION 419218: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER -:' ANSI/TPI 1-1995 SECTION 2. Jul 14- 03 SPACING SEE ABOVE JREF- 1S4G352 704 k L,-el,5/O - KID) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND. BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 4X6= In13 uAu rn Lr8mru rKUPI ,urwu IC1t 1rvrU1 LLUHu3 N UI PIL IV31 VIA 3) 3UnImI11 rU UY IhU3J mrK LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS 4 LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.33 to 54 PLF at 11.54 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20.PLF at 11.54 TC 321 LB Conc. Load at 5.00, 7.00 BC 148 LB Conc. Load at 5.00, 7.00 k 0-6-19-4-0 L< 1-4-0>J 1_ 5-0-0 _1_ 2-0-0 _1_ 4-6-8 _I 11- 6-8 Over 2 Supports R= 978 U=596 W=8" R=892 U=529 W=2.5" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY 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 TEL (TRUSS PLATE INSTITUTE, 583 D'0NOFR1 DR., SUITE 200. MADIS0 N, W[ 537191 FOR SAF E7Y FR ACTICES 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 p F Cw'• C T.•C i } No. 42%U4 1. 7CT C TC BC L L D L DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 2 0 6 8 7 SMYTH LUm ER CO. itOOFTRUSSp1VIS10N - DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 2722 SOtrER APOPKA BWO.. - AROFKA, FL 32703 407 299.1 622 : 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 ADS (NATIONAL DE SI f,N SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 G0. AS7M A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE DF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER••• i STATE OF • S A R10• B C T 0 T L L L D . 0 . 37. 0 0 PSF FP S F S L T - E N G W M R S E 0 N - 38523 D B R F A C . 1.25 FROM S L C PROFEssA6NALENGINEERINGDRAWINGS160 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 CERTIFICATEOFAUTHOftRAT10NYt9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. JUI 14. 03 SPACING 7 24.0" JREF- 1S4G352 Z04 I,cccl.)ID - nTo/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T 2-4-7 1 120 MPH WIND, 15.18 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5X4= 6 F-- 6 2. 5X4 % 2. 5 X 4 T 2- I4- 7 2X4111 2X4III 2.5X4= 2.5X4= L<1-4-0>Oc10y 0 12 1-4-0y i_ 4-7-8 _I_ 4-7-8 _1 LE —9-3-0 Over 2 Supports R=423 U=274 W=1.5" R=423 U=271 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:::4 FL 1 R Scale =.375" Ft. WARNING" TRUSSES REOU IRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISO N, 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 DEVIATION FROM THIS DESIGN: ANY FAILURE TO rM7 '-/ IF1(``•. V/ IG h ;[ E NO. nz%Q!4 T C T C pU C L L D L D L 2 0.0 7.0 10.0 PSF P S F P S F R E F R 3 5 2-- 2 0 6 88 DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO< ii00F TRuss UlylstOcv D R W SLTUSR352 SLT-ENG WMR a2722SOUTHAPOPKABLV.t) APOPKA FL 32703 407 289-7 622 FAx. 407-29941 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA.ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EAJH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 2STATEOF Yy R O.•' BC TOT LL L D . 0.0 37.0 PSF P S F S EON 20158 DUR F A C 1.125 FROM SLCPROFE5510NALENG(NEERING,:' CERTIFICATE OFAUTWCIRRATION U9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING,IA` RESPONSIBILITY SOLELY FOR THE TRUSS COMFO NENT 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. J U1 14--' 03 S P A C I N G 2 4. 0" J R E F- 1 S 4 G 3 5 2 Z 0 4 TOP CHORD 2x4 SP #2 120 MPH WIND, 15.02 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. T 274-7 5X4= 5X4= 6F— —16 2.5X4 2.5X4 T 2- I- 0 4-7 Linul 2X4 III 2.5X4 = 2X4 III 2.5X4= 2.5X4 L<1-4-030-"- OC -12_1-4-0>J 1_ 3-11-8 _1_1-4-0_1_ 3-11-8 _I 9-3-0 Over 2 Supports R=422 U=274 W=1.5" R=422 U=272 W=4" PLT TYP. Wave TPI 95 R D e s i g n Crit: TPI STD FLBC 6.10 QT:Yta FL 1 R Scale 375" Ft. WARNG R TRUSSES REOU IRE EXTREME CAFE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY iPi (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 9 INSTITUTE. SB3 D'ONOFR IO DR.. SUITE 200, MAD ISO H. NI 53719). FOR SAFETY FR ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 1 FIT t it Cyw1G T C D L 7 .0 P S F DATE 0 7 / 1 4 0 3 SMYTH LUMBER CO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINEERED f ,No 42704 BC DL 10.0 PSFF200FTRU55DIYISIOW!: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S L T - E N G / W MR2722!SOU7H APOPKA 6LVtl: BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND OF NOS DESIGN d 1 STATE, OF - B C L L 0.0 P S FAPOPKAFL32703 : BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS (NATIONAL SPECIFICATION PUBLISHED OY THE AHER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 4Q7 299-1 522 :'. CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R O f T O T . L D . 37.0 P S F S E 0 N 20188 FAX.: 4A7 299-91 53 .: :: EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t D U R. F A C. 1.25 FROM S L CDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES AC CEFTANCE OF PROFESSIONAL ENGINEERING Y ...." PROFESSIONALENGINEERING :- - RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF- 1S4G352_Z04CERTIFICATEOFAUTHORRAmON'4921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. kLLLl.S/IS - Klo) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 4X6= 6 E— 2X4 III 2X4 (A1) 5X4= 6 3X4= 2X4(A1) M13 UKU HKCYAHtU YKUPI UUMNUItK INHUI (LUAU) N U111 t IN31 U IN3J 3U G I.111ICU UI IKU33 mr m LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.33 to 54 PLF at 10.67 BC From 4 PLF at 1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 9.33 BC From 4 PLF at 9.33 to 4 PLF at 10.67 TC B LB Conc. Load at 3.09, 4.67, 6.24 BC 10 LB Conc. Load at 3.09, 4.67, 6.24 Lt 1-4-0 0 10- 0 10- 1-4-0>J 2-0-0 _1_ 5-4-0 _1_ 2-0-0 _I 9-4-0 Over 2 Supports R=450 U=292 W=1.5" R=450 U=292 W=1.5" 14-0-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLDC 6.10 OTY::l FL 1 R Scale 375" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR TO 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= BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OESICN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST TION CONNECTORS PER y, M'+" N IF11c3fG ., ND%r{ :_ 2STATEOFQ` S y( p, ems , T C L L T C D L BC DL B C L L TOTT . L D . 20.0 7.0 10.0 0. 3 7. 0 0 P S F P S F PSF P S F PSFF R E F R 3 5 2-- 2 0 6 9 0 S MYTH LUMBER CO:. :: ROOFTRUSS DIVISION 2722 SOtfiH APOPKA BLVD APOPKA FI- 32703 407 299 1522 FAX. 407 299-91 53 i : DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T E N G / W M R S EON - 13792 OUR PAC. 1 .-25 FROM c JLCPROFESSIONALENGINEERING:::::: 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 A1: CERTTFICA7E OF'ALT ORIZA7ION 492 TO: COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1 199S SECTION 2. JIJI 14. .,_ SPACING 24.0" JREF- 1S4G352_Z04 k LCC15/13 - KI J) 1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 22.25 BC From 20 PLF at 0.00 to 20 PLF at 20.92 BC From 4 PLF at 20.92 to 4 PLF at 22.25 TC 400 LB Conc. Load at 0.58 0-6-11 y 3X4( I n1J VrvV rnLrllnLu InUii 1. vi-irulCn 1,,,vI LLUMUJ n UlI-tCIY0l UIVJ) JUDrill ICU DI InUOJ I'Irn. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' 120 MPH WIND, 12.02 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= L1-4-2:;j I_ 10-3-0 _I_ 10-8-0 J 20-11-0 Over 2 Supports R=1155 U=437 W=3" R=870 U=329 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 a T Y 4 FL 1 - R - Scale=.31251' Ft. WARNING*" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER 70 HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO OR.. SUIT 200, hIAD ISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAY'PROPERLY ATTACHED SHALL HAVE A PROPERLY ATTACHED w • .R c, V `IFI G/JA TC T1. L L D L 20.0 7.0 P S F P S F R E F R 3 5 2 SMY r H LUM.B.ER CQ DATE 0 7 / 1 4 / 0 3 iiOOF:TRUSSDIVISION STRUCTURAL PANELS, BOTTOM CHORD 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 No 42704 g C D L 1 0.0 P S F D R W SLTUSR352 2722 SOL.TH APOPKA BLVD..::,:,BUILD APOPKA FL 32703 THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRO4ISIONS OF NOS (NATIONAL DESIGN ti:TA7E OF ,ski BC LL 0.0 PSF SLT-ENG WMR 4oi2991522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE P," {( 0R`O• FAx:;: 407 299-91 53 :: 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 y T 0 T L D . 3 7 0 . P S F S EON 20290 D U R F A C- 1.25 FROM S L C PROFESSIC)NAL ENGINEERING, DRAWINGS 160 A-Z. THE SEAL -ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGS OryALE' is ( tE TiC:ATE OF AUTHORILA-nONlt921:B RESPONSIBILITY SOLELY FOR THE TRUSS COMPO NE NTDESIGN 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. JulJui is o3 ..... -' SPACING SEE ABOVE JREF- 1S4G352_ZO4 LLLI.J/b KLU) t n I J UrvU rn-—U rnvn - irUILn I—UI Ail— u ,.,—.., —'; , TOP CHORD 2x4 SP 2 120 MPH WIND, 11.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 4X6= 0-6-11 y 2X4 6 f 2X4% 1 6 9-4-0 3X8= RYA 3X4 (B2) 2.5X4(Al) L1-4-2;;j I 8-7-0 I 3-4-0 1 9-0-0 1 20-11-0 Over 2 Supports `I R=764 U=227 W=3" R=861 U=307 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0T:Yal 1 R Scale 3125" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIP-91 (H ANGLING INSTALLING AND BRACING). PUBLISHED BY TFI (TRUSS ELATE INSTITUTE. 603 D'ONOFRIO DR., SU 1TE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO FFRFORMINC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO R q't iF Y f N11 o42704 FL T C T C BC L L D L DL 2 D 7. 10. 0 D D P S F P S F PSF R E F R 3 5 2-- 2 0 6 9 2 DATE 0 7/ 1 4/ 0 3 S MYTH: LUMBER CO:. RooFl` RUSSL...... ON ::`"IMPORTANT— DRW SLTUSR352 S L T - E N G / W M R 2722SOl1'EH APOPMA IDLVb.: APOPKA FL 32703 4Qi 299 1 622 : FAX:: 4'07'299-91 53 : PROFESS, IONAL EN GINEERING : _.: 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 A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLE5S OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINCS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY IiABILITYAND USE Of THIS STATE OF _ or 1•• 0 R1V,•! B C T 0 T L L L D 0. 0 3 7.0 P S F P S F S E 0 N 20296 D U R F A C 1 :•2 5 F R 0 MS L C SPACING 24. 0" J RE F- 1 S 4 G 3 5 2_ Z 0 4 CERTIFICATEOFAUTFIORrZATION'#921:8: COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NEENTFOANYSE 1R9DU I 1'4 ..'.0 ""'.' Z22137B - R21) 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. 3X6 (A1) 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5X4= 2.5X4= 5X4= 6f 1 6 9-4-0 3X6(A1) L1-4- 21-4-0 Over 2 Supports R=1542 U=568 W=8" R=1626 U=622 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - OT:Y::1 FL 1 R - Scale=.3125" Ft: WARNING"- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND Ma .6 T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 17 INSTITUTE, 5B3 0, 0N0 FRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO (+/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED i ATIFIC4 ( T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 37MYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. tG F RdoirTRUSSDIVISION —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED *f: No 42704 BC DL 10.0 PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD : .: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BC L L 0.0 P S F S L T - E N G / W MRAPOFKAFL32703 : BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN . :STATE OFSPECIF6VINE4q7299-n,522 CONNECTORSI ON AREPUBLIMADES OFD 20GAT HE ASTMM ERA653ACR40R ESTDAILY. STEEL,AND EXCEPTASSOCI AS I NOTED. T APPLYI. ALPCONNECTORS TO 5 S r OR10, . TOT . LD. 37.0PSF SEON- 20305 x FA407 299 91 53EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIf,N, POSITION CONNECTORS PER y tjv PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF ON ENGINEERING •/IYA` D U R . F A C . 1.25 FROM S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS ::: CERTIFICATE 6F:AUT1-10R17ATION 492113 COMPONENT ANSEU PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING S E E ABOVE J REF - 1 S 4 G 3 5 2_Z 0 4 JuI 14''' Z22137B - R22) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP SS WEBS 2x4 SP #3 :W3, W4, W8 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) BC From 20 PLF.at 3.00 to 20 PLF at 0.00 BC From 412 PLF at 0.00 to 412 PLF at 8.92 BC From 20 PLF at 8.92 to 20 PLF at 10.08 TC 450 LB Conc. Load at 1.00 TC 423 LB Conc. Load at 1.00, 3.00, 5.00, 7.00, 8.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. 4-8-0 2.5X4= 2X4III LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 1 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 6X8 (**) = 2X4 III 2.5X4 4X10= W3 W4 2-8-0 W8 01 0 4 X 6 ( R ) III 4X12= 4X10= 3X4III 2 X 4 III 13-1-0 Over 2 Supports R=1173 PLF U=578 PLF W=3-3-0 R=2508 U=1235 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:Y:1 FL 1 - - R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO 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. 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 e T FIC t V S N .42704 : TC T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2 DATE 0 7/ 1 4/ 0 3 S MYTH .L.UM BER CO. : ii00Fl`RUSSI 1YISION DRW SLTUSR352 SLT-ENG WMR272250.U.M APOF'.KA BLW. APOPKA FL 32703 407 299 1 522 FAX`407 299-91 53 .-: BUILD THE TRUS5ES IN CONFORMANCE WITH TP 1: 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 GR40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 7f STATE OF r .: o Prj VV BC T 0 T ILL L D .37.0 0.0 PSF P S F S EON 20183 D U R F A 0 . 1 2 5 FROM S L CPROFESSIONALENGINEERING :: OR AM INGS 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 77.•vNat :: SPACING SEE ABOVE JREF- 1S4G352_ZO4CERTIFICATEOFAU7HORIZAIION4t9218: COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Jul1'4" s - LCC1510 - V I I TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP ##3 WEBS 2x4 SP ##3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6(— Dl) El 10-8-3 2 X 4 III 6-0-0 Over Continuous Support R=74 PLF U=30 PLF W=6-0-0 120 MPH WIND, 12.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 O:TYa2 FL 1 R Scale WARNING R TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HA NDLiNG INSTALLING AND BRACING). PUBLISH EO BY TPI (TRUSS PLATE INSTITUTE, 583 D'O NOFRIO DR., SU 1TE 20 D. MAOISO N, MI 53719). FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANE LSEUBOTTOMCT ONSCHORDESHAOLHHAVEERW SA PROPERLYDATTACHEDORDGIQACEILING_ AVE PROPERLY ATTACHED IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF IC ATION PUBLISHED BY THE AMER ICAN FOREST AND CAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER AT G't IFIC ' GQ, I No 42704 STATE OF O RHO • `: T C TC B C BC T0 T L L D L D L L L L D . 2 0. 7.0 10.0 0.0 37.0 0 P S F P S f P S F P S F P S F REF . R 3 5 2-- 2 0 6 9 5 DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO iOOF 7Russ tJ1YlS10N 2722 SOUTH APOPKA BLVO APOPKA. FL 32703 407-299-1 622 .: x: FA,:407 299-9153 f D R W SLTUSR35 2 S L T - E N G / W M R S EON - 38718 D U R. F A C 1.25 FROM S L CPROFESSIONALENGINEERING! IDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILTY AND USE OF THIS SPACING 24.0" JREF- 1S4G352_Z04CEFrnF`IGKhE OF:AUTHORRAnoriit921:©'- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DE,IGNER. PER ANSI/TPI 1 1995 SECTION 2. Jul .14 : , U3 ._ ccc1 JX IS - Vc) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 ISEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F— 2 X 4 111 2X4 (Dl) 2 X 4 III 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 10-8-3 n1I Irv I Ic Hn[v rnvri uvnr u I In lwr i X L — I 1 07 I II . ., .. 120 MPH WIND, 11.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 --::::OTY:2 FL - 1 R - Scale =.375" Ft. WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDTBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTTUTE. 503 D'O NOFR IO DR., SUITE 200. MAD ISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT^• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 7P1; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRAG INh OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL NALDESIGNS CONNECTORSON AREMADE OF BY 20GA7HEASTMMA653AGR40RGALV. STEEL, EXCEPT ASI NOTED. TPIALPINE TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t ltyl C'q ( li rG 8dNQ42704 S AA. l STAVsFL jV -: SA0 pt0 ass/]t'` C T C BC B C T 0 T. L L D L DL L L L D 20. 0 7. 0 10. 0 0. 37. 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 2 0 6 9 6 SMYTH LUMBER CO:. 6606 YRUSSnivisioN 2722 SOLIPIH APOPKA BLVO. APOPKA FL 32703 407 299-1 522 FAX: DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T- E N G W M RS E O N- 38721 D U R F A C. 1 2 5 FROM S L C PROFESSIONALENGINEERING,, ORININGS 160 A-Z. THE SEAL ON THIS DRAWING INO ICA7ES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS vIfAG CERTIFICATE OF AUTHORIZATIONY09216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. Jul .:1:4:: .. - SPACING 24.0" JREF- 1S4G352_ZO4 LLL15/O - V.5) TOP CHORD 2x4 SP #3 120 MPH WIND, 16.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #3 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. V 6 F— 3X4= 2X4(D1) = 6 2X4 (Dl) _ 15-8-3 1_ 2-0-0 _i_ 2-0-0 _I 4-0-0 Over Continuous Su ort R-74 PLF U=45 PLF W=4-0-0 PLT TYP. slave TPI 95 R Design Crit: TPI STD FLBC 6.10 =:::QTYa:1 FL - 1 R - Scale WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND a TC L L 20.0 PSF REF R352--20697BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHEO BY TPI (TRUSS PLATE • 1INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ytr:f C//RE RMING THESE FUNCTIONS. UNLESS OTH ERNISE INDICAT 10. TOP CHORD SHALL HAVE PROPERLY ATTACHED 4 E` ' T C D L 7. 0 P J F D AT E 0 7 1 4 0 3 S wtH. LUMBER Co.STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •G F FZOOF:TRUSS 0 .VISION:: "IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f ''.No 42704 BC DL 10.0 PSF DRW. SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOLTTN APOPKA BLVD : BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND n - (' APOPKA FL 327,03 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ESTATE OF '• : BC LL O.0 PSF SLT ENG /WMR 407 299-1 622 : SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE c 407-299-91 53 ! CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO /:• 10 O ni . a ,,;; TOT . L D . 37.0 PSFF S EON - 36093 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C'•(~/j PROFESSIONAL EN GINEEftING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ^•D U R F A C. 1 2 5 FROM S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS . ... .:: CERTTFICJTEOFAUTI4ORRATION4t921'13: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER - -- ANSI/TPI 1-1995 SECTION 2. Jul 1 4:- u ---- SPACING 2 4.0 " JREF- 1S4G352_ZO4 L/_L1SlLi V4 Isla UwU I'1(tlAKLU rnUM LUN UiLM 1PlrUl I,LUAUJ a 1-11PICTV3IUINJ7 JUDPLII ICU DI IMUa3 11- TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 6F 6 2X4(D1) 2X4(D1) 2X4 III L4-0-0 _I_ 4-0-0 _I 8-0-0 Over Continuous Support R=74 PLF U=27 PLF W=8-0-0 14-8-3 120 MPH WIND, 15.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 "'::::: OT:Y:l FL 1 - R - Scale =.375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,. 5B3 D'ONOFRIO DR., SUITE P00, MADISO N. 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 DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN M A a FI ( f Mo 42704 • j STATEOFT C T C BC B C L L D L DL L L 20. 0 7. 0 1D. D 0. 0 P S F P S F PSF P S F R E F R 3 5 2-- 2 0 6 9 8 SMYTH; LUMBER CO; F200FTRUSSI IVISION 2722 SOt7iF1 APOF'KA BLVD. - AF' OF!KA, FL 32703 : D Ai E 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G / W M R S EON 36091 407-,299-1 522 FAx SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S ( A yt4R,O •• TOT L D 3 7 0 P S F D U R F A C 1 2 5 FROM c- JL r 407299- 9153 PROFESSIC) NAL ENGINEERING.:! :: 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 s Nati SPACING 24.0" JREF- 1S4G352_ZO4 tiIiwnFI(:ATE OF-AUTHOR17ATTON 41921.8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. J 6:1 1:4 :::. . LZZf_ilb - H1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 L< i-10-10 -1E 9-10-13 9-10-1 Over 3 Supports R=393 U=217 W=11.314" In ID UNU rMCrHMcu rMum uumrul CH iNruI I,LVHUJ CI UI PI[IYJIVRD) JUDPLIIItU 01 IMUJD rlr K. 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 -10-3 R=217 U=189 3-9-15 0 R=322 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TYi4 FL 1 - R - Scale =.375" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING,. SHIPPING, INSTALLING AND .;R.q TC L L 20.0 P S F R E F R 3 5 2- -2 0 6 9 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I INSTITUTE, 503 D'ONOFRIO DR., SUITE 200. MADISON, W] 57719). FOR SAFETY PRACTICES PRIOR TO pt Fl (,'w / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORD SHALL HAVE PROPERLY ATTACHED 3` jG 4T `_ TC D L 7.0 P S F DATE 0 7/ 1 4/ 0 3SMYTHUMBERCOSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOFTRUSSD.IVIS[ON"IMPORTANT`'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :N 4Z%04 i BC DL 10.0. PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722SOUTH APOPKA BLV6;: BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 7 . APOPKA FL 327p3 -- BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE FROVISIOIIS OF NDS (NATIONAL DESIGN STATEOF r : : BC L L D P S F S L T - E N G / W M R 4Q7 289-1622 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE•. CONNECTORS ARE MADE OF ZOGA ASTM A657 6R40 GALV. STEEL. E%CEFT AS NOTED. APPLY CONNECTORS TOy~ O R O, T 0 T . L D . 37.0 P S F S EON - 20309 FAx:;:,407 29591 59 :: EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OR AWINGS ISO A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PD U R F A C . 1.25 FROM S L C ROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS - CERTIFICATE OF- AUTTIORRrTION at9218: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. JuI 14-' 03 SPACING SEE ABOVE JREF- 1S4G352_ZO4 LCC13lb - HL 1111J UNU FKLFAKtU hKUM UUMYUItK INFU 1 tLUAUJ & U1 PItN J1 UINJ) JUtlI"II ItU Ili InuJJ Plrn. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED LUMBER DUR.FAC.=1.25 PLATE OUR.FAC.=1.25) WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND TC From 54 PLF at -1.82 to 54 PLF at 7.01 BCDL= 5.0 PSF. BC From 4 PLF at -1.82 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.01 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC 13 LB Conc. Load at 1.48 TC 96 LB Conc. Load at 4.31 BC 1 LB Conc. Load at 1.48 BC 47 LB Conc. Load at 4.31 0- 4-3 L< 1-10-10 >I.- 7-0-14 _I 7- 0-2 Over 3 Supports BP R= 447 U=424 W=11.314" 11- 10-3 R= 211 U=218 2- 9-15 1-- 0 R= 100 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 :.OT:Y::2 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TOHIB-91 (HANDLING INSTALLING AND BRACING), PUBLi SHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200, MADISO N. NI 53719). FORSAFETY PRACTICES FR IOR TO PERFORMING THESE SESHALHSDOA PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOMCHORDLHAVEA PROPERLYATTACHEDRIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST h653 f.R40 C,ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER'•`• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t F G4 t ND 42704 •: I!. YY S STATE OF a- - 1 kQ RtCPrtl c. TC TC BC B C TUT L L D L DL L L L D . 20.0 7. 0 10. 0 0. 0 37. 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 2 0 7 0 0 MYTH LUMBER Cm:::: Fi00FTRUSSbIVI510N 2722 SO.L1Y' H APOPKA BLVb ApOPKA FL 32703 - 4Q7 299 1 622 FAa: 407 299= 91 53 PROFESSIONAL ENGINEERING D A T E 0 7/ ]. 4/ 0 3 DRWSLTUSR352 S L T - E N G / W M R S EON 38520 DUR FAC 1 25 FROM SLC cER Fcxm OFAUTHORIZITION Ye9218 COMPONENT FOR ANY PARTICULAR DUILOINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 1995 SECTION 2. JUT 19 -- SPACING 24.0" JREF- 1S4G352_ ZO4 TOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHC)RD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP 6, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJAC K SUPPORTS 1-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT OINE FACE, 0-0-8 CANT OPPOSITE FACE. 4.24 t— +15T077-3 C)-4-3 1 3R 15U=180 R=9 OU=180 2X4 (A1) L< 1-10-10 -1- 2-9-15 2-A-3 Over 3 Supports R=123 U=180 W=5.657" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 __ ___.QTY:.2 FL 1 R - Scale =.375" Ft. WARNfNG** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND /77. T C L L 20.0 P S F R E F R 3 5 2-- 2 0 7 0 1BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ` IYI INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISDN. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED PZIFIC,q T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH UMBER CO STRUCTURAL PANELS BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'fG i20gF:'iRIJ55:DIVISION *`IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j BC DL 10.0 PSF DRW SLTUSR352No.42704PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO = 2722 SOIJT7H APbPKA13LVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND '_ B C L L 0.0 P S F S L T - E N G / W M R APC)PKA FL.32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNkill, gTATE OFSPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE 407299-i522 'c pRypP''v'. TOT.LD. 37.0 PSF SEQN- 21335 Fnx 407.2999153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING//j •(. c- PROFESSIONAL ENGINEERING :: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS vJ--• A.T D U R F A C . 1 . 2 5 FROM 0MS L C CER- IFICT7E OF AUT110RRATIONtt9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Jul-.: 14: .. SPACING SEE ABOVE JREF- 1S4G352_ZO4 7-22137B E1) TOP CHORD 2x4 SIT #2 BOT CHORD 2x4 SP #2 I IT13 UwU FKtrAKrU VKUM LUMrUI Cf( INVUI LLUAUJ n U1r¢IY3 iUwJ) Z)UOriii ILU oI - — 11- 120 MPH WIND, 11.10 FT MEAN.HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -10-4 R=164 U=180 3-10-3 R=703 U=180 Cl-4-O-11E 7-0-1 7-0-0 Over 3 Supports R=359 U=188 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 :0 Y::19 FL 1 - R Scale 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. 5B3 D'ONOFRIO OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISEERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIL NG.{tX IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNSTATE:OF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTFI A653 GR 40 GAL Y. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M M• tf j l S FI ( j :ND 4tzn 4 1,j7 ' ;; l '. .: Q c Q R,pf c,.... fA .. A•' T C T C B/C BC TOT. L L D L DL L L L D . 20.0 7.0 1D.D 0.0 37.0 D P S F P S F PSF P S F cPJ F R E F R 3 5 2-- 2 0 7 0 2 S MYTH LUMBER CQ yFiOOF:YRUSSU,IVISION 2722 SOUTN APOPKA BLVD.: 3APOPKAFL2703 4Q7 299-1 522: FAX 407-298-91 53 :: DATE 0 7 / 1 4 0 3 DRW SLTUSR352 S L T - E N G / W M R c- / J E 0 N " 3 8 729 r D U R F A C . 1 2 5 FROM S L CPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING ]ND ICATES ACCEPTANCENCE OF PROFESSIONALNAL ENGINEERING RES PO NSIBiLITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS tJJ 1\ 1 1. CERTIFICATE OFA1THORPIATION #921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. J U 1- 1 4:'. J . - SPACING 24.0" JREF- 1S4G352_ZO4 LLL13/ES - tC) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD 11-10-4 R=109 U=180 2-10-3 R=48 U=180 LA4 Al) = L<1-4-011E 5-0-12 5-0-0 O.ver 3 Supports R=290 U=180 W=8" i nia uwu rncrmmcu rnun wrir u i r m inr ui LLUAU 3 d UI1-1E 131 UDI-ll IICU of InU3 rlrm 120 MPH WIND, 10.60 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. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY: 2 FL 1 R - Scale =.375" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. HAD ISON, N1 531191. FOR SAFETY FR ACT ICES 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 A . Rq j:• T F('•• lG : 7 F'pS 2222iND 4Z%O i T C T C BC L L D L DL 20. 0 7. 0 1D. D P S F P S F c PSFR E F R 3 5 2-- 2 0 7 0 3 MYTH' LUMBER CO:. ROOF TRUSSQIVISION : DATE 0 7 / 1 4 0 3 DRW SLTUSR352 S L T - E N G / W M R 2722SC).VPH APOPKA BLVD APOPKA FL 32703 407 299 1.522 - FAX: ! 407 299=9153 :: BUILD THE TRUSSES IN CONFORMANCE WITH iF I; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISH EO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OCA ASiM A653 GR 40 GAL V. STEEL. EXCEPT AS NOTED. AF PLV CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S tQ .. i :STATE OF. W. ^ Pf _: yFi10: a - B C T 0 T L L L D , D 37 P S F P S F S EON 38517 D U R F A C 1.25 FROM S L C PROFESSIONALENGINEERING:- t liFTEFIGATE OFAUTNORRJ.rION 109216 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGs Nat RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT N1995NY E PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NSI/ TEN1 FOR JUI 14" 03 SPACING 24.0" JREF- 1S4G352_Z04 kLCL1,3/D - t3) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6 F-- 2X4(A1) L<1-4-0>J--2-0-12->j 2-0-0 Over 3 Supports RR=207 U=18=1800 W=4" 15-0-4 1 II4R- U=180 l-L-0 7 R=10 U=180 I nta UNU rMtL AMCu rKum Lvrlrvirm ilvrvl \ LUAU ) a UIII--iUivc7 JUurui , 120 MPH WIND, 14.52 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP..Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 R - Scale 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, 563 D ONOFRIO DR.. SUITE 200. MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL 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 R apt F , Sf- `QfrVY i :N. 42704 p T C T C BC L L D L DL 20.0 7.0 10.0 PSF P S F PSF R E F R 3 5 2-- 2 0 7 0 4 SMYTH LUMBER CO.. F2oOOTRussniy sroN - DATE 0 7 / 1 4 / 0 3 DRW SLTUSR352 SLT-ENG WMR2722SOl7'1'H APOF'KA BLVD APOP.KA FL 32703 407 299-1 622 FAX 1407 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 NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPERER AS SOCIA7ION) AND 7P I. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF 4 -! jA(` ` 4 RlO +'( BC TOT. LL L D 0.0 3 7.0 PSF P S F S E 0 N 20283 O U R F A C 1 2 5 F ROM S L C _ PROFESSIONAL ENGINEERING '; CERTIFICATE 0FALTTHORRATI0N#9218 DR AM INGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. NA 0U914:-3 -- SPACING 24.0" JREF- 1S4G352_Z04 L e15/n - IJ1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MUSTS L/360 LIVE AND L/240 TOTAL LOAD. 11-10-4 R=109 U=180 2-10-3 0 R=48 U=180 L<1-4 0v-1-- 5-0-12w 5-0-0 Over 3 Supports R=290 U=180 W=8" 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. ',lave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 OTY.:8 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 TP] (TRUSS PLATE R T C L L 20.0 P S F R E F R 3 5 2-- 2 0 7 0 5 i INSTITUTE, 583 D'ONOFRIO DR., SUITE Z00, MADISO N, HI SJ719), FOR SAFETY FR ACTICES FR IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNERHISE INDICATED, TOP CHORDSHALL HAYE PROPERLY ATTACHEDSMYTHSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPDRTANT" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Ao F'_/TC D 42704 6: B C DL D L 7.0 1 0.0 PSF P S F DATE 07/14/03 LUMBER CO ii::::: :0.1 , IYISION: D R W SLTUSR352 SLT-ENG WMR2722SOVI—1 AM: XA BLVD APOPKA FL:::32703 .a :: 407 r299=1:622 FAx... 407-299-9 153 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 ZOGA ASTM A65J 6R40 GALV. STEEL. EXCEPT NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS', AN UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE. OF . I R1O,,/ BC T 0 T LL L D. 0.0 37.0 PSF P S F S E 0 N- 38734 D U R F A C 1 2 5 FROM0M cSICCPROFE55101'VAL:ENGINEERING .': DRAW INGS 160 A-Z. THE SEAL ON THIS DRAWING INO ICATES ACCEPTANCE OF PROFESS IONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24. 0" J R E F- 1 S 4 G 3 5 2_7 0 4CERTIFICATE6F:PAIlIFIO1RRATI1bNxt921 6 TFOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 111995SECTION 2 Ju T 1 4 - c6cis7u - t,c) TC)P CHORD 2x4 SP #3 BOIT CHORD 2x4 SP #3 IT14 8 - 4 IIR U=180 19- 10-3 R=03 U=180 L<1-4-011.-3-0-12--->j 3-0-0 Over 3 SupportS R=228 U=180 W=8" I i113 uwu Yrtc-cu r--, I. VrIrUICn 120 MPH WIND, 10.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY12 FL 1 R - Scale =.375" Ft. WARNING-1 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'DNOFR10 OR., SUITE 2Do. MAD ISO N. WI 53719). FOR SAFETY PRACTICES PRIOR TO FERFOR MING THESE FUNCTIONS. UNLESS OTH ERWiSE INDICATED. TOF CHORD SHALL HAVE PROPERLY ATTACHEDfV 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 RESFONS IBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Q F C4 -: j :NO 4Z O4 T C T C BC L L D L DL 2 0. 7. 10.0 0 0 P S F PSF PSF R E F R 3 5 2-- 2 0 7 0 6 DATE 0 7/ 1 4/ 0 3 SMi'T}I LUMBER CO Fi 00F TRUSSDIVI510N DRW SLTUSR352 S L T - E N G / WM R272SOUTHAPOPKABLVD. APOPKA FL 32703 : 407 299 1622 : BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIFFING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN srfc if (CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t :STAE OF r 5., s f (VAR,O{ 1 (/ B C TOT L L L D . 0 37.0 0 P S F P S F S EON 38738F'nx.: 407 Z9979t 53 :! EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER firr D U R F A C 1 2 5 FROM S L CPROvFES$IONAL ENGINEERING: GERTIF(GATE QFAUTTRORRhT10N #9218: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEF TANCE OF PROFESSIONAL ENGINEERING'v'IM P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Jul 14 03- SPACING 24 0" JREF- 1S4G352_704 1Ri T-11<ii T-- V TDII« MCD TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.60 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. I9JO 40 - 80 9-4-0TR=tlu=180 U 1<1-4-0 1-0-12 1-0-0 Over 3 Supports 7-7 R=234 U=248 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 O:T:Y.:16 FL - 1 - R - Scale =.375" Ft. WARNING*" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND pM IRqy T C L L 20.0 P S F R E F R 3 5 2-- 2 0 7 0 7BRACTNG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200 MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO LTIFIC' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'aj i\ T C D L 7.0 P S F D A T E 0 7/ 1 4/ 0 3 SM YTH LUMBKR CO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F200FTRU55DIVISION:; —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ee :No 42704 1 pC DL .0.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722:50trM APOPKA BLVb.i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND j " APOPKA FL32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIDNS OF NOS (NATIONAL DESIGN STATE OF Q;.- B.0 LL 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S, I P. 407 299 1 622 ii CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO !` 0l R1O T 0 T . L D . 3 7.0 P S F S E 0 N - 20286 FAx:.:407 2995153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p4 ti N PROFESSIONAL ENGINEERING':, DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VV I\ D U R . F A C . 1.25 FROM S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS F CEFTFICATE OFAUTi'OR zxnor4't2921:8'- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER iIuI 14'.: , ...... .. .... ANSI/TPI 1 1995 SECTION z. SPACING 24.0" JREF- 1S4G352_Z04 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE V_ERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B E— 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" e' 4" 10' 0" 10' 0" 13' 1" 13' 1" H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" B' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W Q 1 1 STANDARD 3' 3" 4' 2" 42" 5' 6" 5' 6" 1 7' 5" 7' 5" 8' 7" 8' 7" 11' B" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13, 1" 14' 0" SP 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" c\ 2 DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" I--+ 1 2 3' 11" 6' 9" 6' 11" B' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' O" 14' 0" SPF33' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" EF STUD 3' 10" 5' 11" 5' 11' 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W O STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" SP 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W DFL STUD 4' 0" 6' 1" B' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" SP F 3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" u FSTUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13, 10" 14' 0" 14' 0" O 11 STANDARD 4' 2" 5' 11" 5' I1" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" x 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4..1 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" B' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" r i DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13. 10" 14' 0., 14' 0" 14' 0" STANDARD 4' 4"0" DIAGONAL BRACE ©PTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DLACONAL BRACE IS USED. CONNECT ,•.L,• DIAGONALBRACEFORB70# BRA( ATEACHEND, MAkX WEB t_ TOTAL LENGTH IS 14'. , 2X4 SP R D#2, OR BETTER DIAGONAL NALVERTICAL L FNGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT AS SHOWN) AT UPPER END. CONNE4CT DIACONAL AT MIDPOIIJT OF VERTICAL WEB. SYMM Ir( 4BOUTIGT 18" L 10" L 1 2X4 # 2N OR BETTER REFER TO CHART ABOVE FOR BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE- PINE-FN2 HEM -FIR 1 2 STANDARD 2 STUD 13STUD13STANDARDDOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD), GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. - ATTACH EACH "L" BRACE WITH 10d NAILS. FOR ( 1) "L" BRACE: SPACE NAILS AT 2" O.C. IN- 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR ( 2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH ND SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 nu qqU ZI + DESIGN REFERTOCOMMONTRUSSFOR PEAK, SPLICE AND HEEL PLATES. l1 I1 1L '% THIS DRAWING REPLACES DRAWING A10030E USSES AR EIN IINSTALLINGNAND XTOEHIB9MEINTALLINANBRACINGOUIREREER (HANDLINGNGBRACING), PUBLISHEDREF ASCE7-98-GAB12030 TRUG SS PD BY TPI (LATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM NO. 42704 DATE 09/10/01 SMYTH LUTABER CO. CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT» FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. A ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP4 OR FABRICATING, OF DRWG A12030EC0901 2722 SOUTH APDPKA BLVD. 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH STATE Q ENG APDPKA, F'L 407- 29'1 52z 3 APPLICABLE PROVISIONS OFNDS ( NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA P FAX: 407-.-299-9153ASTMA653GR40GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERINDICATES i \ R i TOT. LD. 60PSF ACCEPTANCE OF PROFESSIONAL 160 A-Z. THESEALOLELYTHISGANYSSPARTIPONENNCULARPROFESSIONALENGINEERINGREPONSIBILTYUSEOFSDRAWINGSENGINEERINGSHOWN. OR TH RNIl%ONA.•```` MAX.- SPACING24.0 CERTIFICATE OF AUTHORIZATION #921BUILDINGTHERESPONSIBILITYOFTHEBUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 11F.111tf GABLE DETAIL SYMABOUT FOR LET -IN VERTICALS VERTICAL RIGID SHEATHING R GABLE VERTICAL PLATE SIZES REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" IX4 OR 2X3 2X8 GREATER THAN 4' 0". BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN il' 6" 2.5X4 2.5X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: lOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0899, A09015EN0699, A08015EN0699, A07015EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A00030EN0699, A07030EN0899 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11075EC0901, A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS 511015EN0699, 510015EN0699, 509015EN0699, S08015EN0699, 507015EN0699 S11030EN0699, 510030EN0699, 509030EN0699, 508030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. zxe "T" REINFORCING MEMBER zxa "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRACEI WIND SPEED AND MRH T" REINF. MDR. 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 0 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7. 10 % 2x6 30 7. 50 7. BO MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 10 % 30 7. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" PLACES DRAWINGS GAB98117 876,719 & HC26294035 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIH-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 'ONOFRI DR., SUITE 200, MADISDN, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD ST' \ ,.•• • r '"FIG • N``V !. T•• f REF LET -IN VER,I, DATE 10/24/01 SMYTIH LUMBER CO. SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVEAPROPERLY DRWG GBLLETIN1001ROOFTRUSSDIVISION ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE 2 .• 42704No y, 7 _ 2722 SOUTH APOPKA BLVD, FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIr OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING [IFTRUSSES. DESIGN V ENG DLJ/ItAR APOPxA, FL 32703 CONFORMS WITH APPLICABLEPROVISIONSOFNDS (NATIDNAL DESIGN SPECIFICATION PUBLISHED BY THE 7 407- 299-I 522 AMERICANAND APER AND ARE MADE OF A653 GR40TGALV. PSTEEI AEXCEPTSSOCIATIONCONNECTDRS AS )NOTED.TP ALPINC 0 EACH FACE OF OGA STATE OF TOT. LD. 60 PSF F.•.x.:. 407-29g9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A••' R. FAG. ANY PROFES SIONALENGINEERINGDRAWINGS160A-Z. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE F P.;•• p O/ ••• CERTIFICATEofAUNTHORIZATIO#4QIB!SUITABjLITY ANDUSE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0 Fl 1O C-n_•'••"•••il\\/`.- AX SPACING .24.0' VALLEY TRUSS PFTATT, TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(') OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEDS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER. AS REQ'D 4-0-0 MAX 12 12 MAX. W2X4 W2X4 W2X4 8-0-0 MAX -{ W2X4 16-0-0 W2X4 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 6d 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. W2X4 OPTIONAL STUB END DETAIL N W4X4 lf OPTIONAL HIP JOINT DETAIL 2jR IOSE COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) nallullululn AT 24" OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. q///// Q,`THIS DRAWING REPLACES DRAWING A105 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE, OR D' NOFRIOTHESE DR., SUITE 2UN MADISON, T1. S IND FOR SAFETY PRACTICES PRIOR PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN ICATED,rTOP C DL 20 15 7 PSF DATE 06/25/99ROCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHAL ATTACAECOPYG1OFETHISNG. SMYTH LUMBER CO. IMPORTANOT— No42704 ': * FURNISHPERLYDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPI ROOFTRU55DIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS R DL 10 10 10 PSI,' DRWG VALTRUSS0699 ENG MLH/ICAR 2722SOUTHAPOPKA6LVD. DESIGN; ANY FAILURE O BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRCATING, HANDLING, _ IPPING, LL 0 0 0 PSF SHINSTALLINGANDBRACINGOFTRUSSES, DESIGN CONFORMS WITH' APOPKA, FL32703APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF 407-299 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAi ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF OT. LD. 60 55 57 PSF FAX: 407- 299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER l60 A- Z. THE SEAL ON THIS ORATING INDICATES ACCEPTANCE OF PROFESSIONAL N O ' OENGINERPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i \ DUR.FAC. 1.25/1.33 1.151.15 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE/'S ia•'EN?`\\\\ CERTFICATE OFAUTNORI7J1T/0N g9ZIB RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i,. \\ SPACING 24" 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 ll'-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) F-(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. 1(B) Z-(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. kI MPORTANTs'• 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 TPII OR FABRICATING, APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATION Il921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITY0FTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2, 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN I. V Nl Nl V 114 lau Dor,J lAl G`F Vl., 2) 16d BOX NAILS, \ TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING lay. H i Z-• i iLFICgT Bc No. 42704 ;lot it TO A .• STATE OF 3) 16d BOX NAILS. TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7PSF DATE 06/25/99 J)L 10 10 10 PSF DRWG VALCONVF0699 t, 0 0 0 PSF ENG MLH/KAR ELD. 60 55 57 PSF L25/1.33I1.15I1.15 fG SEE ABOVE TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER REFER TO SEALEED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK; VERTICALS AT 4' OC MAX. PIGGYBACK DETAIL 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 CHORID WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING. TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLLN SPACING 120 MPH WIND, A SCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT.s 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. En E E E EITHER PLATE OPTIONAL B LOCATION US SPLICE BACCEPTABLED B B D-SPLICE B TYPB . V\ e 11 M? IAC C C JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING lx4 " T" BRACE. SAME GRADE, SPECIES AS WEB 7' 9" TO 10' MEMBER, OR BETTER, AND 80%. LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 " T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. O O o000 0 0 O O 0 0 0 0 0 0 0 0 0 2" 0 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. ;I9'i1 11 "'1lIp,RAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 xx WARNINGxx TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, y•`% • H/ // MAX LOADING RE,F, PIGGYBACK INSTALLINGANDBRACING. REFER T HIB-91 (HANDLING INSTALLING AN BRACING), PUBLISHED r BYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI OR., SUITE 200, MADISON, W1. 53719) FOR yJ •. •'•• SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, "v i lF •• 4 TOP CHORD SHALL HAVE PROPERLY ATTACHE STRUCTURgL PANELS AND BOTTOM CHORD SHALL R '9'• 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. •'• %i.33 DUR. FAC. IMPORTANT--FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE _ DRWG PIGBACKBO699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS -ENG DL.T/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, N[), 42704 •. 50 PSF AT 2722SOUTHAPOP@tABLVD. . HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = 9.25 DUR• FAC. 407. 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA - ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF - STATE O F = 47 PSF AT 8FAX: 407-299-153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN,. POSIT IONCONNECTORS PER 2 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ••• I.I 5 DUR. FAC. PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE - SUITABILITY LNAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O ACING'' 24.0 CERTIFICATE OF AUTHORIATO$*921U RESPONSIBILITY OF THE BUILD ING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. / O--_: ON Al ..,<<•`` BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX It GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5 X 3.5 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5 X 3.5 9 8 7 7 6 4++ 9.5" MAX3X8OE3X4++ TRULOX 4 ** 4 3X12 TRULOX 2X8 WEDGEAILSCUTTOFIT2X4VERTICALORWEDGE WARNINGX- 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'ONOFRI DR., SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. 1 ;.IMPORTANT-R- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEIROOFTRUSSDIVISIONENGINEEREDPRODUCTS, [NC. 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 WITHAPo.vnA, FL 32763 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 4007.299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THECERTIFICATEOFAUTHORIzwnaN #92113SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBIL(TY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 4, TC LL - PSF REF BC FILLER F, CIFCgT•p DL - PSF DATE 06/25/99 Bi-- DL 10.0 PSF DRWG BCFILLER0699 N0. 42704*ALL - PSF -ENG DLJ/KAR TO% LD. - PSF o••, STATE OF ' FAC. 1.0/1.15/1.25/1.33 Al. eACING 24.0" N AL STEPDOWN CORNEA SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #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 3.00 12 TO6.00 W2X4 i t i 1' 3' R=463#, W=3.50" END AND CORNER JACKS 2' TYF 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP OR 'COMIviON TRUSSIff 1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 Jr. 1 :3 5 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4. AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS HJ ** (3) 16d TOENAILS 2.12 12 W2X4 TO4.24 I W2X5 W3X4II OR SIMPSON 3/4" THJA26 1 9-10-13 OVER 2 SUPPORTS R=652#, W=3.50" 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'ONOFRI R., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL 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 DESIGN; 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 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. 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 OF AUTHORIZATION t19210 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK CIFIC F GAR qTF•. B k :• No. 42704 A 0%. STATE OF 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 L 0 PSF ENG SJP/KAR z LD. 55 MAX PSF FAC. 1.33 VG SEE ABOVE iNV 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(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH IOd NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE \ OR L-BRACE SCAB T-BRACE L-BRACE i'I"I"`•'u iip THIS DRAWING REPLACES DRAWING 579,640 INSTARLING-- TRUSSEINGADBRACING. RIREEFEREXTREMEHB 9AREIN HADL[NG IINSTAGLINGN AND BRACING), PUBLISHED I BY TPI [TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR F TC LL PSF REF CLB SUBST• DATE'' 06/25/99 SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, IF'C i\\ ( q,.'. Gr{-, r% DL PSF i TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLS MYTH LUMBER C O. HAVE A PROPERLY ATTACHED RIGID CEILING . n•,. A DL PSF BRCLBSUB0699 IMPORTANTFURNISHACOPY F THIS DESIGN T THE INSTALLATION CONTRACTOR. ALPINE ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, S NO. 42704 DRWG 2722 SOUTH APOPKA BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH C LL PSF ENG MLH/KAR AP407- 299PKA. FL 32703 AMERICANLFORESST PROVISIONSDESIGN P T01. LD. PSF PERASSOCIATION) ) ANDNAL TPI• ALPIINICATION ECONNECTORSPUBLISHED407-2991522 ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER 1:: J•Q •, STATE OF s FAC. DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALiRz PROFESSIONAL. ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHECERTIFICATEofAUTHORIZATIONa9219:RESPONSIBILITY P'• iRE OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0 R \_ flACING X TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z22137D Address 1 VENETIAN BAY Address 2 LOT 67 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: - Wind: 120 MPH ASCE 7-98 01TOOK Building Supply a}1!"Qil tffc;otnpany ORLANDO TRUSS DIVISION DBA SMYTH LUMBER CO. 2722 APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299- 153 Engineer of Record HOME DESIGN SERVICES OF 580 CAPE COD LANE #9, ALTAMONTE, FL AA#2665 Or Building Designer: Alpine Engineered Products Design Software Seal Date: V 23-Feb-04 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the 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: Sid. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R64 R65 V3 V4 V6 V7 V8 V9 H3 E4 C3 11 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers T G3 5' 0„ O I Z_ V v J P64 G3 Placement plan provided as an installation guide only 3, 01, 5, O° 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 ofthe design of the individual trusses, truss -to -truss connections and does not include the design of any supporting structural eleme The building design professional has final approval of the truss framing and/or trussplacementplan. The desiggn of the temporary and permanent bracing, the diaphragm system, shear walls and structure elements to resist lateral loads from wind and/or seismic activity is the responsibility of the building design professional. Additional approval by the buildingdesignprofessionalshallindude, but not be limited to, design loading, lengths, profiles, pitches and depths. 4 VIC R \'-HOLD TF;USSES W/ F,,ED HEE-5Cr,"r. r 01v DLOIK E I/2. Oil FFAME W4LLS SMYTH LUM6EF G0. F\001= TPU55 DIVISION 2722 SOUTH APOFK.A 61,VD. AFOFKA, FL 32703 407) 2qq - 1522 FAX (407) 2qq - g153 Erigireenrg Gertificate of Authorizratior # g21,5 NOTE: 1) IT 15 THE DILDEP'S PE5FON516uTv TOVEFIFYTFUSSPLACEMENTFLAN4NP TFL65 OESIGN OP.AWNGS AGANST FELL UO\FATIONS AND Off, INTENT IF.EFEF.ENCE: SECTIOIN (A.ZD ANA/TPI I41N5) AFFF.'OVED, NAME (FFNTI __ YCdNELLATE 2) TFUIi5E5 QrT NOT EE OUT OF ALTEFEDNANYW4YWTHOUTFFIOFAUTHOFIZATI01.1 DY SMYTH TFUSS COMPANY. 3) TFLISSES THAT AFE GUT OF ALTEP,EDWTHOUTAUT, OF•IZATION WILL DE F•EFAPED OP. P.EFLACED AT Gl%TOM£F.5 EXFEIJ5E. d) DAGPCHAF•GES OF ANY FND WILL NOT 6E M61DEFED WTHOUT FFIOP, r.EV1EW AND WFITTEN CONSENT VY SMYTH TFL155 GOMFANY. DETAIL -): 1) PEFEP TO NO 91P.ECAMtfWATILNS FOPHAPLNC, NSTALL4TION, ANP TEMPOF4FY DFAG•61 r•EFEF TO EN(*•IEEFED LFAWNGS FOE PEPMANENT DFAGING FEOUVEO 2) ALL TFU55E15 0•IGULDO TFIX,5E5LWEFVALLEYFFAMINGI MIT BE COMPLETELY PECKED OF FEFEF. TO VALLEY TPU55 DETALS FOP. ALTEFNATE DFAGIN6 FECILVEMENT5 3) ALL V4 EY5 TO DE CONVENTIONALLYFF4MEDDYDLI.DEP. q) INTEPOP LOAD 6EAF.N6 WALLS 11 HANGERLEGEND ALL POOP TFUSS HAINCfFS TObE 5Nf5111HUSY6OF. U5F IKANT-SAW T7VZ6 UNLESS NOTED OTFEP,WIIE. SIMPSON I USP KANT-SAG C1- HUS26 OR TH026Fay- HHUS26.2 OR THD26.2 Fc1 - HHUS28.2 OR THD28-2 D- HHUS48 OR THD48 P - HGUS26.2 OR THDH26-2 v - HGUS28.2 OR THDH28-2 HGUS28. 3 OR THDH28-3 yl- SUUR210 OR SKH21OUR G - HGUS48 OR THDH48 OO - THA422 OR MSH422 THAC422 OR MSH4221F C - HUC410 OR HD4101F V - THJA26 OR WC26 c0NTFA6TO$: 0FF1c:?0N HOMES a OzI6 LANTANA ADOFESS: 5' X 26' OFT FEA, FOFGH THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ZZ13/U - Kb4) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 3-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.31" DUE TO LIVE LOAD AND 0.27" DUE TO DEAD LOAD AT X = 16-5-3. 0-4-3 y T C:lm 2 X 4 III 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5..0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 5X8-- T 26I— T 3 —I 6 0-4-3 1 10 3 T 9-4-0 2X4111 7X8= 7X = 8— 2X4111 3X4(Al ) = 3X4(A1) 3-0-0 -1_ 20-0- R=1116 U=348 W=8" 26-0-0 Over 2 Supports 1-4 0 R=1116 U=348 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 19.633 QTY:l FL 1 R - Scale =.25" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER I'0 8CST 1-03 (BUILDING COMPONENT SAFETY INFORMAIION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MIDI SON. HI 53719) AND NTCA (HOOD LRUSS COUNCIL OF nMERICA, 6300 ENTERPRISE LN. MADI SON. WI 57719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. OP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD 5HA1.1. HAVE A PROPERLY ATTACHED G F••. 4f`' 0 TC L L 20.0 P S F T C D L 7.0 P S F R E F R 3 5 2-- 77633 DATE 0 2 / 2 4 / 0 4SMYTHLUMBERCO. RIGID IFILING. Nu• 42704 DRW SLTUSR352 04055328RooFTRUS5DIv1510M IMPORTANT— a BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 FURNISH A COPY OF THIS DESIGN TO TIII: INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRO DUC'IS. INC. SHALL NOT RI: RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 'I'0 BUII.D THE TRUSS IN CONFORMANCE W.I'I{ TPI: OR FABRICATING. HAT DI.ING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. 3 STATE OF i BC LL 0.0 PSF SLT-ENG WMR 407-299-1522 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAI'iONAL DESIGN SPEC. BY AFB PA) AND .TPI. ALPINE P0 '., OR10 •'` FAx: 407-299-91 53 CONNECTOR PLATES ARE MABE OF 7.0/18/16GA (W .II/S/K) ASIN n653 GRADE AO/6I (W. K/H. 5) GALV. STEEL. APPLY`..,, PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA-Z. sjq-•tN TOT.LD. 37.0 PSF SEQN- 22419 D U R . F A C 1.25 FROM S L CPROFESSIONALENGINEERING CERTIFICATE OFAUTHORIZATION #92 1B DRAANYIHISWINGPINDICAfESOFPACCEPTANCEOOFDPROFESSIONALLEBGINFEEPERRINGANNERESPONSIBILA3OFI TYOOSOLELY3F OR THE TRUISM IEAlMPONENT DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY 8UILDING IS IHE RE SPINSIBILIIY OF THE BUILD ING DE S IGNER PER ANS I/TPIISEC. 2. A 4 Feb 24 '04 SPACING SEE ABOVE JREF- 1SAP352 Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LZZiJ1U - Kbb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 If T 5X6= 2X4 III 120 MPH WIND, 10.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED VERTICAL DEFLECTION IS 0.13" DUE TO LIVE LOAD AND 0.10" DUE TO DEAD LOAD AT X = 10-4-1. 5X4= 5X6= CASE III H1 )lulbS- L. JA+= LA4 HI 3X4(Al) 3X4 (A1) 1-4-0 1-4-0 4-10-8 16-3-0 I 4-10-8 I R=1039 U=341 W=8" 26-0-0 Over 2 Supports R=1039 U=341 W=8" T 2-9-7 0-4-3 T}9-4-0 PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 0TY:1 FL - 1 R Scale =.25" Ft. WARNING** TRUSSES REQUIRE EXTREME. CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER I'0 ITCST1-03 (BUILDING COMPONENT SAFETY INI"ORMA I'ION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 50J MADIISON. O111DR— 53719)TFOROOSAFEI DYIPRACIIICES3PRIORAND TOPERFORMOI NG IHE SE FUNCIOD lRHSSIONSFRUNLESSOIfIERWIISINIF' ' T C L L T C D L 20. 0 7. 0 P S F P S F R E F R 3 5 2 - 77634 DATE 0 2/ 2 4/ 0 4 SMYTHLUMBERCO. TOP CHORD SHALL HAVE PROPERLY AIFACHED SFRUCIURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED DRW SLTUSR352 04055329 ROOFTRUSSDIVISIONy- RIGID GE:II.ING. IMPORTANT— gg' i No.42704 ' 1 1 BC DL 10.0 PSF 2722SOUTHAPOPKABiLVD. FURNISH A COPY 017 IIIIS DESIGN 10 111E INSTALLATION CONIRACI'OR. ALPINE ENGINI:FRF.D PRODUCTS. INC. SI{ALL NOT BE RESPONSIBLE FOR ANY DI:VIn'lION FROM THIS DESIGN; ANY FAILURE 'I'0OUILD 'I'llEQ ; STATE OF B C L L 0. 0 P S F S L T - E N G W M R ` APOPKA, FL 32703 407- 2951 522 TRUSS IN CONFORMANCE WI711 TPI; OR FABRICATING, IIANDI.I NG. SHIPPING. INSTALLING R BRACING OF IRUS SI: S. DESIGN CONFORMS WITH APPLICABLE: PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY INAND TOT. ALPINE t. Q6. IC v S E O N 22447 CONNELI'OR PLATES ARE MADE OF ZO/1B/16IA (W,11/S/N) ASIM A653 GRADE. 40/60 111, K/1{,S) GALI- STEEL. APPLY O/A. O R1V • TOT . L D 37.0 P S F FAX: 407-299-9153 PLA1 F.$ I'0EACII FACE OF IRUS$ AND. UNLESS 01'IIE REVISE COLA TED ON TNIS DESIGN, POSITION PER DRANI NGS 160A-1. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF FPII-2002 SECA. A SEAT. ON [HISS IVAI.El1 r` PROFESSIONALENGINEEFSING GRATING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFFRING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT D U R . F A C . 1,25 FROM S L C CERTIFICATE OF AUTHORI7ATION#921a BUS LD II NG11DESIGNER'HERSAL SI/TPI I1 SE AND USEOF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Feb 24 ' 0 SPACING 24.0" JREF- 1SAP352_Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LCC1,S/U - V.9J ` TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6 (— 3X4= 2X4(D1) _ 6 2X4(D1) 1- 0-0 15 2-3 I, 2-0-0 _1_ 2-0-0 _I 4- 0-0 Over Continuous Support R= 74 PLF U=45 PLF W=4-0-0 120 MPH WIND, 15.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 n QTY:1 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO BC SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY 7PI (TRUSS PLATE INS iIIUTE. 583 D' ONOFRIO DR.. STIFF200, HAD [SON, WI 53719) AND WICA (HOOD TRUSS COUNCIL OF nMERICA, 6300 ENTERPRISE LN.'•IF1C• MADISDN. WI 63719) FOR SAFETY PRACTICES PRIOR TO PERFORMING IHESE FUNCTIONS. UNLESS OTHERWISE INDICATED,: TOP CIIORD SHALL HAVE PROPERLY AIIACHED STRUCIURAI. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED C PM .. T.' T C L L T CD L 2 0. 0 7. 0 P S F P S F R E F R 3 5 2-- 77635 SMYTN LUMBER CO. DATE 021 2 4 0 4 DRW SLTUSR352 04055330 ROOFTRu55DrvISIoNRIGID CEILING. No. 42704 ; e BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODU TRUSSSCTS, INC. SHALL NOT BE INCONFORMANCEWITHTPIRESPONSORLFABRICANING, IATION FROM THIS DESIGN: HANDLING. SHIPPING, INSTALLINGY&FBRACINGIOFBUILD THETRUSSES. STATE OF BC L L 0.0 P S F S L T- E N G / W M R 407- 299-1 522 FAX: 407-299-91 53 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS NATIONAL DESIGN SPFC. BY AFB/ifPA) AND TPI. ALPINE POnTESITO EACIELA rFACIEOFADRUOS AND'O/UNLESSWOIIHERWISESLOCAI ONADI'IIS1. 4ODEOSIGN, POSIIIONAPER DRAWIllIINGS 160AYZ. 4. Y 0 •••. 0R QQ. ••a M T OT. L D. 37.0 P S F S E Q N- 22456 D U R F A C 1.25 FROM L C ANYINSPECTIONOFPLATESFOLLOWEDBY (iJ SHALL BE PER ANNE% A3 OF IPII-POOP SEC.'. A SEAL ON THIS S IYA. •V PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION#9218 DRAVII NGINDICATES ACCEPTANCE OF PROFESSIONAL ENG INFERIG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. I'HESUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. Feb 24 '04 J SPACING 24.0'I JREF- 1SAP352 Z15 LZZ13/U - V4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 5X4= 6 F— 16T0-20 2X4(D1) = 2X4(D1) 2X4III 9 e 4-0- 8-0-0 Over Continuous Support R-74 PLF U=28 PLF W=8-0-0 14-2-3 120 MPH WIND, 15.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP.B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 QTY:1 FL - 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXRFME CARE IN FABR ICAI I ON, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 70 BCSI 1-03 (BUILDING COMP. NENI SAFEfIINI"O RMATI ON), PUBI.i SIZED BY TPI (TRUSS PLATE INSI....... 583 D'ONOFft lO DR.. SUITE 200. MADISON. WI 57719) AND IT (WOOD IRUSS COUNCTI. OF AMERI LA, 6300 ENTF.RPRI SE LN. MADISON. Wl 53719) FOR SAFFl PRACIICFS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0'I HEROISEINDICATED, TOP CHORD SHALT. HAVE PROPERLY AITACIL D STRUCTURAL PANELS AND BOIIOM CHORD SHAI.I. HAVE A PR OPT: N I.YAT7ACIIED 6LL'IFI•. _ V T C LL T C DL 20. 0 7 . C' P S F PSF R E F R 3 5 2-- 77636 S MYTH LUMBER CO. DATE 0 2 2 4 0 4 RoOFTRU55DIVISION RIGID CEILING. IMPORTANT**FURNISH r- 42704 NUTAE BCDL 10.0 PSF DRW SLTUSR352 04055331 2722 SOUTH APOPKA BLVD. FL 32703 A COPY OF THIS DESIGN I0 IHE INSTALLATION CONTRACTOR. ALPINE. ENGINEEREDS,INC.51IAI.LN01 BE RESPONSIBLE FORANY DEVIATION FROM III IS DESIGN: ANY FAILURE 10 BUILD THE IRUSS IN CO NE ORMANCE NI1H IP1: OR FABRICATING, "A NULING. SIIIPPING. INSTALLING & BRACING OF TRUSSES.DESIGN BC L L 0.0 PSF SLT-ENG WMRAPOPICA, CONFORMS WITH APPLICABLE PROVISIONS OF NDS NA I'IONALUESIGN SPF L, BYnFa Pn ANDTPI. nLP7 NE407-299-1522CONNECTORPLATESART: MADE OF ZO TO 16GA W,H S K GRADE AO VI, ' 407-299-9153 ASIM A653 60 K/11, 5) GALV. STEEL. APPLYFAx: PLATES '10EACHFANOFTRU55AND, UNLESSOTHERWISE 11AIED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z.ANY TOT. LD. 37.0 PSF SEQN- 22453 FAC 1 25 FROM SPROFESSIONAL E'.NGINEEr'ING INSPECTIONOF PLAIFS FOLLOWEDBY(i)SHALLBI:PFR AN`EXA3OF IPII-2002. SECA nSEA I. ON IHIS DRAW NG INDICATES ACCEPTANCE OF PROFESSIONAL INFFRING RESPONSIBILIYSOLELY FOR CERTIFICATE OF AUTHOR17ATION #921 a NG THE TRU55 COMPONENTDUR DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF [HE BU I LDING DESIGNER PER ANSI/1PI ISEC. 2. Feb 24 '.04 JLC SPACING 24. 0° JREF- 1SAP352 Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. LZZ13/W - Vb) TOP CH09PD 2x4 SP #2 BOT CHOFD 2x4 SP #3 WEBS 2x4 SP #3 2X4 5X4= 5X4= 120 MPH WIND, 14.55 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 I6 D1) = 2X4(Dl) 13-2-3 2X4III 2X4III 1— 4-10-8 _1_ 2-3-0 ,I_ 4-10-8 ,I 12-0-0 Over Continuous Suppor R=74 PLF U=31 PLF W=12-0-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER I'0 BCST 1-03 (BUILDING COMPOIIEN'I' SAFETY INFORMATION). PUBLISHED BY 'IPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. NnB .". HI 53/19) AND MICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. MADISQN. WI 53/19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. SmyT'H LUMBER CO. IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. IMPORTANT** FURNISH A COPY OF THIS DESIGN '10 THE INSTALLAIION CONTRACTOR. ALPINE ENGINEERED PRODUCT'S. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE APOPKA, FL 32703 TRUSS IN CONFORMANCE WIIH TPI: OR FABRICATING, HANDLING. SHIPPING, INSIALLING 8 BRACING OF TRUSSES. 407-299-1 522 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE FA>c.: 407-299-91 53 CONNECTOR PLATES ARE MADE OF 20/18 /16GA (W,H/S/K) AS TM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF IP11-2002 SEC.3. A SEAL ON THIS PROFEED SIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE OF AUTHORIZATION #92 1 E1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. TY:1 No.42704 z:. STATE OF.: Olt Feb 24 '04 FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" T 2-5-4 i Scale=.375"/Ft. REF R352-- 77637 DATE 02/24/04 D R W SLTUSR352 04055332 SLT-ENG /WMR SEON- 22459 FROM SLC JREF- 1SAP352 Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LZZ1.3/U - V/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 2X4 5X4= 2X4III 5X4= 120 MPH WIND, 13.55 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 6 D1) = 2X4(D1) 12-2-3 2X4III 5X4= 2X4III 1— 4-10-8 6-3-0 I 4-10-8 1 16-0-0 Over Continuous Support R=74 PLF U=28 PLF W=16-0-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSIALLING AND BRACING. REFER IO BCSI I-03 (BUILDING COMPONENT SAFETY INFORMAI'ION), PUBLISHED BY TPI (TRUSS PLATE INS'I'11'UIE. 113 B'ONLN DR., SUITE 200. MAD1 0 . WI 53719) AND WICA (WOOD IRUSS COUNCIL OF AMERICA, 6300 EHI'ERPRI SE LN, MADISON, WI 53111) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS O'HERNI SE INDICATED. S MYTH LUMBER CO. TOP CHORD SHALL HAVE PR0PER I.Y AI IACIIED SI'RUC I'URAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AIIACHED RIGID CEILING. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. IMPORTANT** FURNISH A COPY OF '1111S DESIGN TO 'IIIE INSTALLATION CONTRACTOR. ALPINE. ENGINEERED APOPKA, FL 32703 PRO DU CI S. INC. SHALL NOT B1: RESPONSIBLE. FOR ANY Oi: VIA'I'ION FROM THIS DESIGN: ANY FAILURE I'0 BU I I.D 'I'IIE 7RUS5 IN CONFORMANCE H. H TPI: OR FABRICA I'I NG, HANDLING, SHIPPING, INSTALLING R BRACING OF 'I'RU SSE S. 407-299-1 522 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAIIONAL DESIGN SPFL. BY AFRPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE Of 20/10/16GA (W,H/S/K) ASIM A653 LRADE 40/60 (W. K/H, S) CALV. SIEEL. APPLYFAX: 407-299-9 1 53 PLATES 10 EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRANINGS I6OA-Z. ANY INSPELII ON OF PLATES FOLLOWED BY (I) SHALL Of. PfR ANNEX A3 OF TPI 1-2002 SEC.3. A SEAI. ON PHIS PROFESSIONAL FN GINEETIING DRIVING INDICATES ACCF. PIANCI: OF PROFESSIONAL ENGINEERING RF. SPONSIB ILI'I SOLELY FOR THE TRUSS COMPONENF CERTIFICATE OFALITHORIZATION#9218 DESIGN SIIDWN. THE SUITABI I.11'Y AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF IHE BUILDING DESIGNER PER ANSI/I'PI 1 SEC. 2.. TY:1 No.42704E` . — STATE OF d kkOR10Q:' uu A1.EN' 1, Feb 24 '04 FL/-/l/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.,25 SPACING 24.0" T 2-5-4 Scale=.375"/Ft. REF R352-- 77638 DATE 02/24/04 DR W SLTUSR352 04055333 SLT-ENG /WMR SEON- 22463 FROM SLC JREF- 1SAP352 Z15V LLL1.5/U - VO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. T 2-5-4 2X4 5X4= 120 MPH WIND, 12.55 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. 5X4= 6 6 D1) = 2X4(D1) 11-2-3 3X4= i-E— 20-0-0 Over Continuous Support R=74 PLF U=23 PLF 1,1=20-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 n QTY:1 FL 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AHD BRACING. I'0 M Rom. p T C L L 20. 0 P S F R E F R 3 5 2- 77639REFERBCSI1-03 (BUILDING COMPONENT SAFE I'Y INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.. 583 D'ON OFRIO DR.. SUITE 200. MADI SON, HI 53719) AND HTCA (HOOD TRUSS COUNCIL OF nMERICA, 6300 ENTERPRISE LN, MADISON. WI 53/19) 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 7// IFIr•'-•.•• 9•FV ' T C D L 7. 0 P S FSMYTHLUMBER DATE 0 2/ 2 4/ 0 4CO. ROOF TRUSS DIVISION RIGID CEILING. IMPORTANT** 1S NO.42704 = BC DL 10.0 PSF DRW SLTUSR352 04055334 S L T - E N G WM R2722SOUTHAPOPKABLVD. APOPKA. FL 32703 FURNISH A COPY OF PHIS DESIGN TO I'llE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. 5HAI.1. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAII.URF. TO BUILD I'HE TRUSS IN CONFORMANCE WI I'fl TPI: OR FABRICA I'ING, HANDLING, SHIPPING, INSI'AIA FIG & BRACING OF TRUSSES. STATE OF • i : B C L L 0.00 P S F 407-299-1522 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS NATIONAL DESIGN.SPEC, BY AFBPA AND1. ALPINE 0•'•, Q:`•V R,0 T 0 T L D 37.0 P S F S E N 22476 FAx: 407-299-91 53 VT CONNECi'OR PLATES ARE MADE OF PO/18/16GA (W,H/S/K) AS I'M A653 GRADE 40/60 (W. K/H, S) GA I.V. STEEL. APPLY PLATESUNLESS ON THIS OIEIRUSSLOCATANNEDDESIGN, POSISECTION PER DRAW INGS TOEACHTIONFACEy0 .' s NA1.EN Q OUR. FAC. 1.25 FROM SLC PROFESSIONALENGINEERINGSOTHERWISE OFPLBA3OF A SEAL O16THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EKG INEERING RE SPONSIBILII'Y SOLELY FOR THE TRUSS COMPONENT' CERTIFICATE OF AUTHORIZATION #92 18 DESBUILUNNGIDESIGNERTPERSANSI/TPI11 SED USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE F e b 24 04 SPACING 24.0" JREF- 1SAP352_Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR LZZ1J/U - VV) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 2 5 4 120 MPH WIND, 11.55 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. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 5X4= 5X4= 6 F— 6 2X4(D1) = 2X4(D1) 10-2-3 4-10-8 R=74 PLF U=20 PLF W=24-0-0 Note: All Plates Are W2X4 Except As Shown. 5X4= 3-0 4-0-0 Over Continuous Suppor PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER I'0 BCSI i-DJ (BU II.DI NG COMPONENF SAFETY INFORMATION), PUBLISHED BY TPI (I'RU SS PLAIE INS711U'TE. 583 D'ONOFRIO DR., SUITE Z00. MABI SON, WI 53719) nH0 WICn (HOOD IRUSS COUNCIL OF AMERICA, 6300 ENTLRPRI SE LN, MADISBN, NI 531191 FOR SAFETY PRACI ICES PRIOR 10 PERFORM IIIG THESE FUNCTIONS. UNLESS DIHERWI5E INDICATED. S MYTH LUMBER CO. OP CIIORD SIIALt. HAVE PROPERLY AIIACTIED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY A1fACNED RIGID GE11. INc. ROOF TRUSS DIVISION 2722SOUTHAPOPKABLVD. **IMPORTANT** FURNISH A COPY 01: '1'1I1S DESIGN IO )III: INSTALLATION CONIRACIOR. ALPINE I:NGINEI:RFD PRODUCI S. INL. SHALL 101 UE RESPONSIBLE FOR ANY UI:VIA II ON FROM 1'I{IS DESIGN; ANY FAILURE IO BUILD 7'HEAPOPF:A, FL 32703 'I'RU SS IN CO NI"ORM ANCF. lJI1'Il TPI; OR FneftICAIINL. IIA NDI.ING. SHIPPING. INS) ALI.ING 8 BRACING OF TRUSSITS. 407-299-1 522 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAIIONAL DESIGN SPEC. BY AFRPAI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 7. 0118116CA (W . 1{ IS/ K) ASI'M A653 GRADE 40161 (1. K/II, S) GALV. STEEL. APPLYFAx407-299-9 1 53 PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTHE RIJI $E LOCA I'ED ON THIS DESIGN, POST 1'1 ON PER DRAW INLS 760A-Z. ANY IN$PEGI'1 ON OF PLATES FOLLOWED BY (i) SHALL 8E PER ANNEX A7 OF TPI)-2007. SE C.3. A SEAL ON THIS PROFESSIONAL ENGINEERING DRAliING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBLL I IYSOLELY FOR THE TRUSS COMPONENT CERTIFICATE OF AUTHORIZATION #92 18 DESSHOWN. THE SUITABILITY AND USE OF 1111S COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUII.GNDINGDESIGNER PER ANSI/IPI 1 SEC. 2. TY:1 No. 42704 ° LTAT aEOFi. Feb24 ' 04 FL/-/ l/-/-/R/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DURJAC. 1.,25 SPACING 24.0" Scale=. 3125"/Ft. REF R352-- 77640 DATE 02/24/04 DR W SLTUSR352 04055335 SLT-ENG WMR SEON- 22471 FROM SLC JREF- 1SAP352 Z15 4L21:51u - H:S THIS DWG PREPARED FROM COMPUTER INPUT (I OAnS R niMFNCrnNCI aIPMITTFn RV Tang MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED - - - LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. TC From 54 PLF at -1.89 to 54 PLF at 4.18 . BC From 4 PLF at -1.89 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 4.18 TC 152 LB Conc. Load at 1.48 BC 14 LB Conc. Load at 1.48 0-4-3 10 10 3 T4.24 ( R=3 U=180 1-9-15 9-4-0 R=24Y U=180 2X4(Al) LEE: 1-10-10 'j 4-2-3 Over 3 Supports- R=195 U=311 W=10.564" T 1-9-15 i PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 0TY:2 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIREOMPONEXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. ftF.FER TO SCSI 1-03 (BUILDINGNG COMPONEN I' SAFETY INFORMATION), PUBLISHED BY '(PI (TRUSS PLATE 1N5'I'ITOTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, FEIY WI 13719) AND W1CA (V100D TRUSSTS, COUNCIL OF AMERICA, 6300 ENI'ERPR[SE LN, M/DICHORDW SHALL HAVE ATTACHEDllESSIRUClIHRURAI.PPANELSI AND IBOTTOMCHORDATPROPERLYI AIDI'ACIIED r F •.• G t`: T C L L 20.0 P S F T C D L 7. 0 P S F R E F R 3 5 2-- 77641 SMYTH LUMBER CO. DATE 0 2/ 2 4/ 0 4 ROOFTRUSS DIVISION RlG1D cen.INc' IMPORTANT** FURNISH A COPY OF THIS No. 42704 a BC DL 10.0 PSF DRW SLTUSR352 04055338 2722SOUTHAPOPKABLVD. DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SNA FALLNOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE APOPH;A, FL 32703 TRUSS IN CONFORMANCE B IT 'PIOR FABRI CAP ING, HAN DI. ING. SNIPPING. INSTALLING 8 BRACING OF I'RLISSES. STATE OF t BC LL 0.0 PSF SLT-ENG /WMR 407- 299-1522 FAx: 407-299-9 1 53 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF ZO/18/16GA (W,H/S/KI AS TM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE 1.0 AIED ON THIS BESIGN, POSITION PER DRAWINGS 160A-Z. OR10P.` V y. V T 0 T. L D 37.0 PSF FSS E Q N- 22402 D U R F A C 1.25 FROM S L C PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9218 ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF '1'PI1-20OZ SU 3. A SEAL ON THIS DRAIJI NG INDICATES ACCEPTANCE OF PROFESSION AL ENGINFFRING RESPONSIBILITY SOLELY FOR THE TRB SS COMPONENT DESIGN SH OIJN. IIIE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Bun. DING DEs,GNeft PER ANSI/TPI 1 sec. z. Feb 24 '04 SPACING 24.0" JREF- 1SAP352 Z15 FAFANKfII Xl! 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, 10.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 10 10 4 T T6 R=48YU=180 0-4-3 1-10-3 1-10-3 9-4-0 F R=2 U=180 2X4 (Al) L,I-4-0:J 3-0-0 Over 3 Supports R=228 U=180 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 u QTY:lI FL - 1 - R - Scale =.375" Ft. WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. RULER TO CST1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE. INSTITUTE 583 D'ONOFRIO DR., SUITE 700, MA HISDN, WI 53719) AND FITCA (WOOD TRUSS COU NOTI. OF AMERICA, 6300 F. NTERPRISE IF MADISDN, W1 53719) FOR SAFETY PRACTICES PRIOR TO PENFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALT. HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED M r -'f' C'FICe, 4 'C 4pO TC LL 20. 0 PSF T C D L 7 .0 P S F REF R352- - 77642 S LUMBER CO. DATE 0 2 / 2 4 / 0 4 MYTH RIGID cen.ING. No.42704 = ROOF TRUSS DIVISION IMPORTANT** 'I'0 'VI 1 1 BC DL 10. 0 PSF DRW SLTUSR352 04055336 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 FURNISH A COPY OF THIS DESIGN INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE IO eUI..D II{E TRUSS IN CONFORMANCE WITH 7Pi; OR FABRI CA I'I NG. fIANULI N6. SHIPPING, INSIALI.I NG & BRACING OF TRUSSFS. l 7f i STATE OF • 9 BC L L 0 . 0 P S F S L T - E N G W M R 11' S E Q N- 22406 'c407-299-1 522 FAX: 407-299-9153 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF ZO/Ie/UNLE (W,H/SRWI ASTM AIED GRADE AO/60 (W, P/H,S) GALE. DRAWI. APPLY AND, UNLESS OTHERWISEPLATESTOEACHFACE [RUSS SF ON THIS DESIGN, POSITION PER DRAWINGS 160n-Z. I/L y TOT . L D. 37 . 0 P S F D U R F A C 1 FROM S L CAIRANNEXANYINSPECTIONOFPLATESFOLLOWED (I) SHALT. BE PER n3 TP u-YOOz n SEAT. ON THIS PROFESSIONAL ENGINEERING CERTIFICATE OFAUTHORIZATION #9218 N01:SRiANCEOFRONGINGR SOLELY FDRi-0IING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RF.SPON SI RII.ITY SOLF.I.Y FOR THE TRUSS COMPONENT DESIGN SIIUWN. THE SUITABILITY AND USE OF 1'111S COMPONENT FOR ANY BUILDING IS THE RESPONSIBILI I'Y OF THE BUILDING DES1GrveR PER A SI/TPI 1 SEC. z. F e b 24 ' 0 4 25 SPACING 2 4. 0" J REF - 1 SAP 3 5 2 Z 1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LLL13/U - l.S) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.60 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. 0-4-3 6 L 9-10-4 R 10150Ul180 0-10-3 F R=17U=180 9-4-0 2X4(A1) 1<1-4-Gy 1-0-0 Over 3 Supports R=234 U=243 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 u QTY:4 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO BCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TOT (TRUSS PLATE INSTITUTE. 583 MAUII0SONI0WDR53719) FORODSAF ITDYI ORACTWCE53PR90RAT0 PE RFORMOI NDG THESE fUNC710NOS RUNLESS OINERWISEE IN DI GATED, V. 31 ` V%' x T C L L 2 0. 0 P S F T C D L 7 .0 P S F R E F R 3 5 2 - - 7 7 64 3 DATE 0 2 / 2 4 / 04SMYTHLUMBERCO. OP CHORD SHALL HAVE PROPERLY ATTALIIED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7g : a N0.442704 i ROOFTRUSS DIVISION 7{ BC DL 10.0 PSF DRW SLTUSR352 04055337 2722 SOUTH APOPKA BLv. APOPKA, FL 32703 IMPORTANT** FURNISH A COPY OF THIS DESIGN I'0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACTNG OF TRUSSES. STATE OF ; BC LL 0. 0 PSF SLT-ENG /WMR 407-299-1 522 DESIGN CONFORMS IJITH nPP I.I CABLE PROVISIONS OF NDS (NAI'I ONAL DESIGN SPEC, BY AFBPA) AND TP1. ALPINE N/ R,O FAx: 407-299-9 1 53 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) AST'M A653 GRADE 40/60 (41, K/H, S) GALV. STEEL. APPLY•~O PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. TOT. L D . 37.0 P S F S E Q N 22399 D U R . F A C . 1.25 FROM S L CPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION J#9218 ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SECA. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT' DESIGN SHOWN. THE SUIIABILI TY AND USE OF THIS COMPONENT' FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BmLD1NG DESIGNER PER ANSI/TPI 1 SEC. 2. Feb 24 '04 SPACING 24.0" JREF- 1SAP352_Z15