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130 Keyes Ct - BC03-001823 (NEW INDUSTRIAL) DOCUMENTSPERMIT ADDRESS t SUBDIVISION CONTRACTOR PERMIT # d --3r- 18 23 DATE 51 q-0 ADDRESS An-05 PERMIT DESCRIPTION r10,.) Y nelo . 3 Z I `f PERMIT VALUATION 2- L PHONE NUMBER61-glz S 5 SQUARE FOOTAGE I C I IO() PROPERTY OWNER Lau,(muutcL ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR IV l tom. MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE ol CITY OF SANFORD PERMIT APPLICATION Permit #: Date: Job Address: 30 KF--(Es Cot)FL- 52-7%3 Description of Work: ( t -A Aj!? Historic District: N o Zoning: 1- " 1- Value of Work: $ Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service - # of AMPS Addition/Alteration Change of Service Tempot'ar•y Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines J Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial ` m Occupancy Type: Residential Commercial Industrial Total Square Footage: fT 00 Construction Type: #Nwww d.Y # of Stories: % # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: / 2- 2 U -•3 0 5'1 U - OO p0 - 00,20 Attach Proof of Ownership & Legal Description) F-- Owners Name & Address: L.A A+LY BF -Ur JX orI Me PA•l c - 1175 kj o &N-rxq— so. IJW D. 4mOMTe S044 FJq S ^• 32711 q p Phone: 7- 86 — O.5 Contractor Name & Address: v&)FI OEL- i44 D SSoCIA- rrS i T4jc. 5 N SO • BI--V i1 — i.TiaMOa1T CIrJoS FL 02% StateLicense\umber:. pp:// Z_„_ pp Phone & Fax: 7v%Fjroi Os' Contact Person: ff t//JNFleL-D Phone:7o1D9._'DppoS`F Bonding Company: Address: Mort, aRe Lender: /` Address: ----- Architect/ Engineer: •%I• ID 6i1VIS /• . Phone:___._____/_-______ Address: I DO 1-00 4)-r-/ ! qo ! S-4-em7w,,b F,. • 3 2T50 5,20 Fax: 410 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cdn,menceci prioj to i:he: 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 laces regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1N YOUR. Pf' YTNI 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. of erm isverufii oauon wqilu i ature of Owner/Agent D4A Ho,.) ri e /Agent's Nine _ ii01ure of Notary -State of Florida the owner of the property of the requ eme a =LawFS 9f- o3 Date Sign ture of Contractor/Agent Date or+ F ELZ P t Co tr tor gent ie f Notary -State of Florida Date MY COMMISSION # DD 041892 roa EXPIRES: July 15, 2005 Owner/ Agent is Personally Known to ;g; Bonded Thru Notary Public Ur*rwrtWact( Agent is Personally Known to Me or Produced ID ced 1D APPLICATION APPROVED BY: Bldg: - 'Zoning: Utilities: Initial & Date) (Initial & Date) FD: Initial & Date) (Initial & Date) Special Conditions: -• c Sib • e c' rou crr,en ;,-4 iA•w . Tyu A.. DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Proj,ect Name: f ovS! / S HC, w2 0o•7 O z'ner`%Contact. Person: Address: 3o /f yES Type of Development: 1) RESIDENTIAL 2) Cj, Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2", etc.) REMARKS: CONNECTION FEE CALCULATION: j I/V 711-L (` J6 Date: Phone: G CD, 4 f Fw< 17?4L7 cC) 10 0"7.C471C w/j7,/Z /7,t 7;n 7 U Co C'104 /`7,'_7 1, Name - Signature - Date, REVISED 7 t 1) r lWater System Impact Fees t- ?' ;Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential - 65O/Unit - Single, family structure, or multi -family unit containing three (3) bedrooms or more. 487.50/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption, estimation that such family units on average require 751 - 225 GPD of the water and sewer service of an average single family unit.) Commercial - 650/ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (2) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be determined by increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five25) fixture units will be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit Single family structure, or multi -family unit containing three (3) bedrooms or more. 1275/Unit Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption/estimation that such family units on average require 751 of water and sewer service of an average single family unit.) Commercial - Industrial - Institutional 1700/ERU Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU.) TABLE M. DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTORS MINIMUM SIZE OF TRAP (Inches) Automatic clothes washers, commerciala 3;„2 Automatic clothes washers, residential Bathroom group consisting of water closet, lavatory, bidet and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 11/2 Bidet 2 11/4 Combination sink and tray 2 11/2 Dental lavatory 1 1(/4 Dental unit or cuspidor 1 11/4 Dishwashing machine,' domestic 2 11/2 Drinking fountain 1/2 11/4 Emergency floor drain 2 Floor drains 2 2 Kitchen sink, domestic 2 11/2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 11/2 Laundry tray (1 or 2 compartments) 2 11/2 Lavatory 1 Z 11/4 Shower compartment, domestic 2 2 Sink 2 11/2 Urinal 4 Footnote d Urinal, I gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each set of faucets 2 11/2 Water closet, flushometer tank, public or private 4c. Footnote d Water closet, private installation 4 h 2 = p' Footnote d Water closet, public installation 6 Footnote d ror w: t men = L:).4 mm, 1 gallon = 3.785 L. 11 For traps larger than 3 inches, use Table 709.2. 6 A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. See Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the fixture outlet size. r For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower values are confirmed by testing. 1 / I I/2 2 . 2 3 21 /-, 4 3 S 4 6 TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE inches) DRAINAGE FIXTURE UNIT VALUE I Standard Plumbing Code01957 I -Or J1: I II1Cn = ! , .1 111111 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-2520 / FAX (407) 302-2526 Pager (407) 918-0395 F, Plans Review Sheet Date: May 13, 2003 Business Address: 130 Keys Court. Occ. Ch. Unknown SHELL ONLY Business Name: Jack Munfield Professional Center Contractor: Mufield and Associates , Inc. Ph. (407)399-5481 Ph. (407)399-5481 FAX (407) 323-9304 Architect/Engineer: T.N. Davis, P.E. Ph. (407) 339-4422 Fax. (407) 339-3984 Reviewed [ ] Reviewed with comment {x 1, Rejected [ Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner j Architect/Engineer: Arch Solutions, Inc. Ph. (407) 897-5461 Fax. (407) 897-3501 The Sanford Fire Department has reviewed the blueprints for the proposed 10,100 sq.ft New Type IV building. Comment: New 10,100 sq. ft. Type IV Building (unknown on type of occupancy) The Sanford Fire Department reserves the right to require applicable code requirements if occupancy use changes (including automatic fire sprinkler system and fire alarm system). Application — Reviewed as a SHELL BUILDING only. The Sanford Fire Department will require additional "Blue Prints "for interior renovations. 1. Provide Fire Department FEMA, elevation certificate. 2. Post address on Building with (6) six" numbers contrasting in colors 0 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-2520 / FAX (407) 302-2526 Pager (407) 918-0395 3. Per N.F.PA.. #13- 2. 1.1. Ordinary Group One (I) > "Storage not to exceed eight (8) ft 4. Fire department will require WALL STENCILING; which reads "STORAGE SHALL NOT EXCEED 8 ' FT HIGH PER THE SANFORD FIRE DEPARTMENT" 5. Call Fire Inspector T.L. Robles @ (407) 302-2520 for finial Inspection. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL cc Seminole cots 1. lot k. k(. 3xafa.r r t'f.. ! F t GENERAL 2003 WORKING VALUE SUMMARY Value Method: Market Parcel Id: 12-20 30 512 0000-0020 Tax District: SANFORD Number of Buildings: 0 Owner: LAKE MARY BELTWAY Exemptions: COMMERCE Depreciated Bldg Value: $0 Depreciated EXFT Value: $19,966 OwnlAddr: PARK Land Value (Market): $61,018 Address: 1175 SPRING CENTRE SOUTH BLVD Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $80,984 Property Address: KEYES CT Assessed Value (SOH): $80,984 Facility Name: Exempt Value: $0 Dor: 2801-PARKING LOT Taxable Value: $80,984 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 2002 Tax Bill Amount: Find Comparable Sales within this DOR Code 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 2 LAKE MARY BELTWAY COMMERCE PARK SQUARE FEET 0 0 35,893 1.70 $61,018 1 PB 61 PG 53 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New DRIVE 4 IN CONC 2002 10,160 $19,812 $20,320 POLE LIGHT CONCRETE 2002 1 $154 $154 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value- http://www.scpafl.org/pls/web/re web.seminole county title?PARCEL=1220305120000002... 4/10/03 CITY OF -SANFORD PLANS REVIEW C01\B ENT SHEET DATE PROJECT: /! ADDRESS: CONTRACTOR: vet : lel A - o N OWNER: PLANS REVIEWED BY: 6 COMMENTS: so ti... !S ice... L/`//Qre Ow- PLr c ! L iw eu y l" /Z Ox6 9 1 J i PERSON NOTIFIED:DATE: PHONE: FAX: NO ONE NOTIFIED: DATE RESPONSE RECEIVED: ; P CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677, DATE: /,3 PERMIT #: o 3 "-i D &3 BUSINESS NAME / PROJECT: I' \ V l .S ., ., l j.J j ADDRESS: I3 O / _c,.- you ( PHONE NO( L162 — S 8 ( FAX NO.(;Ibj Z 3 l 7 CONST. INSP. [ ] C / 0 INSP.:[) REINSPECTION [ ] PLANS REVIEWEtF. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH (] BURN PE MIT 1 TENT PERMIT TANK PERMIT [ ] OTHER V I (J ct t•1 TOTAL FEES: $©cc) I'l • ©— C3 ( PER UNIT SEE BELOW) Address / Bldg. # / Unit # Square Footage 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances oft ity of Sanford, Florida.- Sanford Fire P vention Division Q plicant's Signature CITY OF SANFORD PERMIT APPLICATION Permit # : 03 --moo lOas3 Date: _ Ov Job Address: cCl _4L Y`( ;77 Description of Work: A,56tJ wy eF-"16- Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing ire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures // # of Water & Sewer Lines---4 # of Gas Lines ( Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential commercial ndustrial /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: 672CAe /YOA,.( A2.4,4,e Phone: Contractor Name & Address: —Li,9C& cS • C % L oaJt 4t O00 G 7 State License Number: CAL ®zi S1/ Phone & Fax: Contact Person: Phone: Bonding Company: Address: Mortgage Lender:, Address: Architect/Engineer: Phone: Address: Fax: _ Application is hereby made to obtain apermit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating, construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements f Florida Lien La S 713. V Signature of Owner/Agent Date Sign re of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Print Contractor/Agent's Name Sig atureofiNIotaryStateofFloridyMYC06; nISSION # CC t!S gk yt * EXPIRES: March 23; 2U1 0 P Bonded T mi Budget Notary S. Contractor/Ag ent is _Per-sona'lly Known to Me 0 — Produced I initial & Date) Utilities: FD: Initial & Date) (Initial & Date) J lv' r '} CITY OF SANFORD PERMIT APPLICATION p Permit # : u `' / + Date: Job Address: 150 KwYIEs Caupvr SR•+c 4tb , :... 3,2773 Description of Work: ZNPUST'K/Ae. 3:- fie' 0 Historic District: O Zoning: Value of Work: $ 34. 170o • Permit Type: Building _)(-- Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool r 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 1 _ Total Square Footage: O 00 5T®e LT— Construction Type: o # of Stories: A— # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: lo4—.;4U- JO_ Owners Name & Address: / Contractor. Name & Address: Fi, 3 L750 Phone & Fax: 107'34i Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 1g0_cuy" O©Ob — OblO (Attach Proof of Ownership & Legal A_..... _— _..— _,,. w. _.ice_ 19/ . r - 11 '1 1 S - 32 1 Phone: Aft) !— 1? ( P'?^ 0,06'* r oar - VR o (2 9 4*7 4 oL)-tPN 0 R.o S-tate License Number: aac c>43,'3,1 337-^47,3 Contact Person: ao" A'•t1ryuF-1Ea> 'Phone: V I S I-,1... Phone: *7 33( -A/;L2 Fax: Afe7- B3 "' 3T24 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS; POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. mit is verification that will o`y the owner of the property of the are of Ow er/Agent - Date oNJ F-\ . F10aJFIE1-D Lv rtAgent's Name,-,Da igrti'atarE'of Notary -State of Florida Date, t ti m• B"P.EWS MY COMMISSION 11 DD 041892 A Pnt is EX RUSrsin44JA ipwn to e or e N ty Pubkc Underwriters orida Lien Law, FS 7 9- 3 e of Contractor/Agent Date Pri ontract /Agent's Na tgnature ofNotary-State of Florida Date e .,, BIMP.EWS MY COMMISSION # DD 041892 Cont er sr2QWto !fit r f > ( i Bonded Thru Notary Puw Urderwrrters APPLICATION APPROVED BY: Bld_: _ Zoning: Utilities: FD: Initial & Date) (initial & Date) (Initial & Date) (Initlal & Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I PARCEL DETAIL f+t e1" s cc j ra-tale \ oatntr f 49 yjj i by a• , ki.3c. La '•+i(w y` I 'f t Jj°.t . ( GENERAL 2003 WORKING VALUE SUMMARY Si- SANFORD Value Method: Market Parcel Id: 12-20-30-512-0000-0020 Tax District: Number of Buildings: 0 Owner: LAKE MARY BELTWAY Exemptions: COMMERCE Depreciated Bldg Value: $0 Depreciated EXFT Value: $19,966 OwnlAddr: PARK Land Value (Market): $61,018 Address: 1175 SPRING CENTRE SOUTH BLVD Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $80,984 Property Address: KEYES CT Assessed Value (SOH): $80,984 Facility Name: Exempt Value: $0 Dor: 2801-PARKING LOT Taxable Value: $80,984 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this DOR Code 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 2 LAKE MARY BELTWAY COMMERCE PARK SQUARE FEET 0 0 35,893 1.70 $61,018 1 PB 61 PG 53 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New DRIVE 4 IN CONC 2002 10,160 $19,812 $20,320 POLE LIGHT CONCRETE 2002 1 $154 $154 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http-//www. sepafl. org/pl s/web/re_web. semi nol e_county_titi e?PARCEL=1220305120000002... 4/ 10/03 r- M21 Dibe. May 19, 2003 i heCeW n8Me WW 8pMjM John A. Munfield Of ,n iPl- and ncrba-r- es, Inc. hrtobefiv4M n 10 City of Sanford. Florida BuildftDOWMISIVIttva All Bukft permitsfor work to be pwftwmed 8ta t: 12-20-30-510-0000-0020 Sect Tow p —.. — ftwsp Ld Bbdc 130 Keyes Court, Sanford, Florida Addrm Of*) Lake Mary Beltway Commerce Park 1175 Spring Centre South Blvd., Altamonte Springs._ Ft V_UA end ) BRIAN P. ELL MY COMMISSION # DD 041892 EXPIRES: July 15, 2005 P,(, ty Bonded Thu Notary Pubk Undenwilers 1IIIIIBII II111IIill11IIIN11191111II111ii1111illllellillll MARYANNE MORSE, CLERK OF CIRCUIT COURT Permit Number: SEMINOLE COUNTY BK 04829 PG 1418 CLERK'S # 2003084416 Tax Parcel Number: 12-20-30-510-0000-0020 RErnRun_8s.jiq.jP i t141; AN RECORDING FEES 6.00 RECORDED BY L McKinley Address of Job: 130 Keyes Court, Sanford, Florida NOTICE OF COMMENCEMENT State of Florida County of Seminole THE UNDERSIGNED hereby gives notice that improvement 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. Description of Property: 130 Keyes Court, Sanford Florida 2. General Description of Improvement: Phase I — Building Shell Phase II — Interior Improvements 3. Owner Information: i) Name & Address: Lake Mary Beltway Commerce Park 1175 Spring Centre South Boulevard, Suite 100 Altamonte Springs, Florida 32714 b) Interest in Property: Owner 1CFI?T IFj fy, COPY c) Name & Address of fee simple titleholder (other than Owner): tu1ApypntNE M I RSE Cl1 RK 07 rl `UIT COURT SEMMI E CQUN 'FLO 4. Contractor's Name and Address: Suns an Structures Inc. 1; 0 IDIEPW cii 180 County Road 427 Longwood. Florida 32750 gg MAY17zuui5. Surety Information: a) Name & Address N/A b) Amount of Bond: Lender' s Name & Address: 6. 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 Statutes: Name & Address: N/A 7. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration date of Notice or Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): Signature of Owner: Y-11-ti— John A. Munfield, Gen Sworn to and subscribed befor me This / f day of /%%a , 20Q3. BAIRN P. EWS MY COMMISSION q DD 041892 EXPIRES: July 15.2006 Bonded Thru Nolan! Puk* lkden 13. Prepared by: John A. Munfield 1 175 Spring Centre South Boulevard, Suite 100 Altamonte Springs, FL 32714 BP200I03 CITY OF SANFORD 5/14/03 Application Inquiry - Fees 11:38:58 Application nbr . : 03 00001823 Property . . . . : 130 KEYES CT Fee Class/Type/Description Trans amt Amt due Struct Permit Insp A AF O1-APPLCTN FEE -BUILDING 10.00 10.00 A FN O1-FIRE IMPACT - NONRES 25.25 25.25 A F1 01-FIRE INSPECT -NEW CONST 202.00 202.00 P PF O1-PERMIT FEES 1167.00 1167.00 000000 BLCA00 A PN 01-POLICE IMPACT - NONRES 151.50 151.50 A RA 01-RADON GAS TAX FEE 50.50 50.50?//I' 1 A RD 01ROAD IMPACTFEES 4827.80 4827.80 A SC O1-RECOVERY FD/CERT. PGM. 50.50 50.50 A U3 WD IMPACT:COMMERCIAL 650.00 650.00 A U6 SD IMPACT:COMMERCIAL 1700.00 1700.00 Bottom Total due: 8834.55 Press Enter to continue. F3= Exit Fll=Change view F12=Cancel F10=Amt billed BP200IO2 CITY OF SANFORD 5/14/03 Application Miscellaneous Information Inquiry 11:39:06 Application nbr . : 03 00001823 Property . . . . : 130 KEYES CT Display note at Print Code Freeform information Date Permit Insp C.O. flag HISB 1) SEPARATE PERMIT NEEDED FOR TRUCK 5/14/03 Y Y Y Y HISB WELL AND DUMPSTER ENCLOSURE. 2) NEED 5/14/03 Y Y Y Y HISB CERTIFICATE OF W/C - PROJECT OVER 5/14/03 Y Y Y Y HISB $ 250,000. 3) 5/14/03 Y Y Y Y HISB NEED NOC 4) 5/14/03 Y Y Y Y HISB SITE DEVELOPMENT PERMIT ALREADY ISSUED 5/14/03 Y Y Y Y HISB UNDER PERMIT # 02-1442 (covered 120 and 5/14/03 Y Y Y Y HISB 130 KEYES CT) 5/14/03 Y Y Y Y Press Enter to continue. Bottom F3= Exit F12=Cancel 2- A-c t 0- Lo, REVISIONS PERMIT DATE --5 Ao-g ADDRESS— 13o KE Es ,vuR--r CONTRACTOR PH# FQCc( FAX # (O DE CPRITION OF REVISION: tx__ UTILITIES FIRE am I I CITY OF S ELECTRICAL APPLICATION VPERMITNO. DATE: l t -c 3 0 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE MLLOWING Ri.RCTRICAi, WORK: OWNER'S ADDRESS ELECTRICAL CONTRACTOR: Lt L-ESS O RES NON-RES IC Subject to rules and regulations of the city electrical code: New Reside ntial -----Amv- Service ResidentialChanzeofService Commercial ItIX111M OW i : By signing this application I am stating I am in c2riplWince wWthVVt/EleWcal Code Applicant's Signature GG Xjoa?/ States License# Ili Permit # : Job Address: 13 z Description of Work: Historic District: _ Zoning: Value of Work: $ s I00 O • 0a Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm X POQI . r Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole C. Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Replacement New (Duct Layout & Energy Cali. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial X Industrial Total Square Footage: Construction Tyne: # of Stories: _/-- # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Attach Proof of Ownership & Legal Description) e8- pgz/Z ..Su/Tt Gov SSPRI N4 CENN79E S0 WT# 8LUo &-TAStole, /= Phone: /-i0 7 Contractor Name &Address: / 1,A AMF A W A' FI Z ! /,/svT -N C , /4 ,20 1 PC3 Al 14L W n V C, v [[t/ p$ Ft-. 297.3.L_ pState License Number: q 7/7-7 Odd F Phone & Fax: 7 / 3 tC—10( Q o ©- Contact Person: L//9 LC Rii( fn 4NA, Phone: 4167 3 yr 07d..2 /r," Bonding Company: /y / A Address: Mortgage Lender: Address: Architect/ Engineer: ti Phone:' Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR,,IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of -j coo, e 2OMhthiscounty, and there may be additional permits' required from other governmental entities such as water management districts, state agencies, or fedcm..l agencies t N ^ Q co N'-G Acceptance of permit is verification that I %sill notify the owner of the property of the requirements of Florida Lien Law, FS 713. CZ)0 a z 5r7la3 fSignature of Owner/Agent Date Signature of Contractor/Agent ate Q T dA- m r41 yV Z U E o : a Print Owner/Agent's Name Print Contctoo Agent's Name z o Signature of Notary -State of Florida Date ?,,ur f Notary -State of Florida Date o v comOwner/ Agent is Personalh Known to Me or Produced ID APPUCAI ION APPROVED BY Contractor/ Alec: is _ Personal;% Known to Me or j - Produce,::D F(,tj 8/7O `% 7 /- rj 7-W d 001 Bldg: — Zoning: nitia! & Data) Initial & Date) Ut.:: its: I-D: Initial & Date) (htitia &1 DatSpecial Conditions: get CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 401-302-1091 * FAX #: 407-330-5677 DATE: 6 PERMIT #: 0 BUSINESS NAME / PROJECT: PAC) V N S te- i ADDRESS: 120 I 6-', <20 U.j4 PHONE NO.: FAX NO.: 1 8 42 CONST. INSP. [ 1 C / O INSP. j ] REINSPECTION [ ] PLANS REVIEW [ ] F. A. [ ] F.S.j' HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT ] TANK PERMIT [ ] OTHER -RAR, L,kc—, TOTAL FEES: $ © ( 0 ( PER UNIT SEE BELOW) L!' Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. 2)z- &9Z Sanford Fire Prevention Divkicd Applicant's Signature 2:*':'z final Insp. Date: Fl P E SP121MLLEk SUAPPEN, LIRE Nrs SCDPE LEI-D[.R-'t E*KSI IMF 21Sc_ iZ o L)>=iZ i S I -Da?"' Ta ND2TN OUE -rb NEv3 20-L-LAP ODb2wi-,Y RECVED MAY 13 20U3 61— c U, wo- i I FA 4'' le 4 „ — l GXJS iING 1 1113Fp 1 S.ANFORD BUILDING DEPT THESE PLANS ARE REVIEWED AND CONDITIONAU-YACCEPTEDFORPERMIT. A PERMIT ISSUED SHALL BECONSTRUEDTOBE .A LICENSE TO PROCEED WITHTHEWORKANDNOT' AS AUTHORITY TO VIOLATE, CANCEL. ALTER, OR SET ASIDE ANY OF THEPROVISIONSOFTHETECHNICALCODES, NOR SHALL. ISSUANCE OF A PERMIT PREVENT THE BUILDINGDEPTFROMTHEREAFTERREQUIRINGACORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTIONOROTHERVIOLATIONSOFTHECODES. l 'lmS-rALLA-Tio-,AJ PE ti rPn- -Zy , 37-M- - n) D L 6 to L Lo nES 2 PI pL Tv (3E DU(-Ti L C- IS-0 S) Fl-rTitv(. i o )3C Ma-0. J Diw7 w AAEUR LUGS 4) io AE 1rt-S-rcD C? 2.Db PSI FM- 2 Pvu2S DUCTILE IRON PIPE ATLANTIC STATES CAST IRON PIPE COMPANY CANADA PIPE COMPANY LTD. CLOW WATER SYSTEMS COMPANY MCWANE CAST IRON PIPE COMPANY PACIFIC STATES CAST IRON PIPE COMPANY 1 g T Tyton® Joint Type Sizes 3" - 24" R////j,/ Fastite® Joint Type Sizes 30" - 36" PIPE SIZE PRESSURE THICKNESS ODt WEIGHT OF BARREL WEIGHT OF 18-FT. LAYING LENGTH 20-FT. LAYING LENGTH WEIGHT AVERAGE WEIGHT AVERAGE IN. CLASS IN. PER BELL LB PER WEIGHT PER WEIGHT FOOTLBLENGTH LB FOOTER LB LENGTH § LB FOOT**PER LB 54. 19 7' 'f. ai 7 0 xt t{ :' t,•. s s"Yi'F u k .,a ;:. KM°i' 4350 0.25 4.80 10.9 9.0 Y r. 1 .,: 225 11. 3 30p 8 350 0.25 9.05 21.1 M 17. 0 395 22.0 440 22..0/y c.: i• K.. x. r4 ., t,. s. dw« 2 12 J: 350 r... 0. 28 13.20 34,8 29.0 655 s 36. 4. v.tr. 7X 735 Y-<.. r.. am?rw .Y, r> . 36.7 r14250M,,. ii2$ )' 45:0;7 429_4MM, fx530..04;.> 300 0. 30 15.30 43.3 45.0 825 45 8 h 5o" '. xr ob 1 j , 0 44 7 A45 0 r 850 16 250 m..i4'. Y'.. F e a 0.30 17.40 49.3 o`",t4 54.0 940 52.3 MM 1 2 1 q4I iw-'5 000)s Frr S° 350 0. 34 17.40 55.8 54.0 1060 58.8 d 'i. ia IN300 y, S, gs T 0.34 19.50 7d. a, 62.6 a r 59 0 i9+. 1 1185 a, 65 9 i 'R' X, s y w +,' i i 1 1; t. j'Tl7.a. r0.60 tF Y gn 20 250 0.33 21.60 67.5 74.0 1290 71.6 s u 0 V r' E J. kMr Oa 395xls 4 'Y.h iY cL' " i 350r 0. 38 21.60 77.5 74.0 1470 81.6 t E QB 0 y! ;. atef=r AYi. .' 4`.+ D• S rM f s:iC P "v'}%. 250 0. 37 25.80 90.5 95.0 M+ 1725 95. 8 d 5i8U0 7 ru5 01 µ350 0.43 25.80 104.9 95.0 1985"" 30 32, 0 0 3 Q 000 20//0 0.38j 111-5/.5 139.0 L ,`i".'' r, 123.2 rn ri: vh. +di 2P'4A' a+ ' • ... , sf'... 32.00 p 2} ^ 2}}} 2}y,, J0 Walk'1F SyN. Ci 300 0.( 4j 5 . 136.5 139.0y 2595 0.{G a!' }ay .'_,R{'-$, y32.00 tiT y D'S 9kOf V 9SVt. .i1 i y.144. 2 A.r Y iF..a 1V 150 RE Y i I Wv 0.38 L 1iYf 38.30 iA`Q' N 138.5 F%'S. : Y 184.0 d:h'^ 5A 2675 i. 148. 7 iHiYC Y F H{ y'?4 a:.'n J, c On 5ti' i.'• 17Lsr`t:84 7 170.9 s.C1' 7 . s. s'3 t1; 0.47 1*0$ 38.30, 184.0. 3260w.YK Jha181 1. MICRO, 1 8`30` 85 3 f hl84 .." 350 0. 56 38.30 203.2 184.0 3840 213.4 r.. Toconvert inches to millimeters, multiply by 25.4; to convert feet to meters, multiply by 0.3048; to convert pounds to kilograms, multiply by .0.4536; to convert pounds per foot to kilo- grams per metre, multiply by 1.488. tTolerance of OD of spigot end: 3-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-36 in., 0.09 in.. -0.06 in. UNION .FOUNDRY COMPANY'' . r1 a Division of McWane, Inc. SPECIFICATIONS For Ductile Iron Fittings for Water and Other Uquids Introduction: Union Foundry Company manufactures a complete line of Ductile Iron fittings for use in many water supply and service applications. These fittings are manufactured under standards promulgated by The American Water Works Association (AWWA) and American National Standards Institute (ANSI) where applicable. Other items not covered by ANSI/AWWA Standards are manufactured under Union Foundry Standards. Qniin Foundry. mOtifactures only Ductile Iron products. No Gay -Iron products are made. All Ductile Iron castings are Grade 7050-05. The following fittings lines are manufactured by Union Foundry and are listed with the corresponding latest revision of ANSI/AWWA Standads as'of Di-wthber, 1994-' ' Product Sizes Standard MechaNcal 4oint- Compall 3"-24" ANSI/AWWA C-153/A21.53 Full Body 3" - 36" ANSI/AWWA C-110/A21.10 excludes 2" size) Push - on Joint- • Union- tite Compact 4" - 24" ANSI/AWWA C-153/A21.53 Flanged Fittings - Class 125 Faced & Drilled 2" - 24" ANSI/AWWA C-110/A21.10, ANSI/ AWWA C-115/A21.15 & excludes 2" size) ANSI B16.1 Class 125 NOTE: Flange ends on Compact fittings are not of the same thickness as called for in these standards, and are Manufacturer's Standard) Fabricated Flange Material - Flange Pipe W - 24" ANSI/AWWA C-115/A21.15 & Filler Flanges 3" -12" ANSI/AWWA C-110/A21.10 Glands- MJ Compact 3" -12" ANSI/AWWA C-153/A21.53 MJ Full Body 2" - 36" ANSI/AWWA C-110/A21.10 (except 2") MJ Retitlner Compact 3" -12" Manufacttxeris Standard MJ Rettiiner Full Body 3"•- 36" Manufacturer's Standard Split Glands 4" -12" Manufacturer's Standard Hydrant Gland 6" - 8" Manufacturer's Standard Specialty Products - Union Flanges 3" - 12" Manufacturer's Standard Tyton / Push -in Plugs 3" -,12; ANSI/AWWA C-110/A21..10 ANSI/ AWWA C-111/A21.11 (Rubber Gasket Joints) applies to all C-110 and C-153 Fittings. All UFCO fittings meet ANSUAWWA C-104/A21.4 which establishes Standards for Cement lining and Asphaltic coating. 19M UNION FOUNDRY COMPANY P.O. BOX 309 ANNISTON AL 36202 (206) 236-7601 Sample Specification Listings and Approvals Mechanical Joint restraint shall be Incorporated into the design of the follower gland. The restraint, mechanism shall consist of a plurality of Individually - actuated gripping surfaces to maximize restraint ca- pability. Glands shall be manufactured of ductile Iron conforming to ASTM A536S0. Thc gland shall be such that it can replace the standardized mechanical joint gland and can be used with the standardized mechanical joint bell conform- ing to ANSI/AWWA C111/A21.11 and ANSUAWWA C153/A21.53 of latest revision. Twist off nuts, sized same as tee -head bolts, shall be used to Insure proper actuating of restraining devices. The restraining glands shall have a pressure rat- ing equal to that of the pipe on which It is used. The restraining glands shall have been tested to UNI-B-13- 92, be listed by Underwriters Laboratories, and be approved by Factory Mutual. The restraint shall be the EBAA Iron Series 20001'V or approved equal. Dimensional Data Sizes 4" through 12• are listed by Underwriters Laboratories, Inc., category tUKF •Fittings Retainer Type ' with a deflection angle of five degrees when ustd on UL•listed. Class 150 PVC pressure pipe and a UL-Hsted appurtenance. The listing number is E=36 Sizes 4" through 12" are approved by Factory Mutual for use on approved DR18 PVC pipe and mechanical joint appurtenances. The 2000FV restraint exceeds all requirements of UNl-B-13-92. Patent Information The products presented herein arc covered by one or more of the following patents: 4586112. 4627774, 4896903, 5071175. Special Notes EBAA Sea1TM gaskets arc provided with the 30" and 36" 2000PV restraints. The gaskets are provided to facilitzte,tasier assembly of the mechanical joint and are required on the above referenced sizes to obtain the pressure ratings and safety factors shown. For test pressures above the. rated -pressures,• consultthe,: engineering department of-IDM Iron, Inc. for recommendations. PVC PIPE OD SERIES C D F J M,.. N WEDGES P iwuTMTeoo Ki wFJcw aoo. oa MPS ui eot° rss a DDi7a 2003PV 4.84 1.55 3.60 6.19 0.50.. 0.87 3/4 4 4 9.8 8.6 7.69 3 7.0 3.5 2004PV5.92 1.68. 4.90 7.50 0.50:` 1:00. 7/8. 4 4. 10.5. 9.5 9.13 4 8.8 4.8 4.5 2006PV6.02. 1.68:. 7.00 9 50 ' 0 50:. 1`.32 7/8; 6 6 13.0 12.1 1113 6 121 6.9 6.6: 2008PV10.17 1.68 9.15' 11.75 0.62 1.13 7/8 ' 6 6 14.5 13.6 13.38 8 16.3 9.05 8.6: 2010PV12.22 2.10 11.20- 14.00 0.62 1.13 7/8 8 8 17.0 16.0 15.63 10 26.0 11.1 10.7.1 2012PV14.32 2.10 13:30 16125` 0: 5-,,::. 125' 7/8,. 8 8' 19:0' 18:1 17.88 12 31*4 13:2 12.7! 2014P, V 16:40 2.25. 15.49 1.8:75:': 0 875: 1.38: 7/8'- 10 10• 21.7 20.85. 20:38...14 47.6. 15:3 2016PV 18.50 2.25 17.58 21.00 0.875. 4.44- 7/8. 12. 12 23.8 22.95 22.63 16 52.8 17.4 2018PV 20.60 2.25 19:68 23.25 1.125 . 1.26:. 7/8` 12 12. 25.9 25:05 24.88 18 61.8 19.5 2020PV 22.70 2.25 21.79 25.50 1.250 1.19 7/8 14 14 28.0 27.15 27.13 20 70.9 21.6 2024PV 26.90 2.75 25.99 30.00 1.420 1.14 7/8 16 16 32.3 31.45 31.63 24 92.9 25.8 2030PV 33.29 2.70 32.22 36.88 1.50 1.50 1 1/8 20 20 38.53 37.68 39.12 30 128.5 32.0 2036PV 39.59 2.70 38.52 43.75 1.50 1.50 11/8 24 24 44.83 43.98 46.00 36 161.3 38.3 M SPACER I 0. 125•{f" SECTION A -A SECTION 019 P. O. BOX 857 EASTLAND,TEXAS 76448 USA 817 / 629 1731 800 / 433 1716 FAX 817 / 629 8931 r IVIC1:1111111U411 JU1111 i1GC1ll'i11111 lUl' iJUl.tatc At VIA YtIJC SAMPLE SPECIFICA'110N Mechanical pint restraint shall be Incorporated Into the design of the follower gland. The rastralntng clechanUm shall consist of Indlvidualhy ctuated wedges that Increase their lroelstance to puBoti ai pressure or external forces Ircrase. The device shall be capable of full vocclwtical pint deflection during assembly and the flexibility of the joint stall be maintained after burial. The joint restraint ring and Its wedging components shag be made of grade 60.4Z.10 ductile Ion conforn*4 to ASTM AS3644. The wedges &hull be ductile Ion heat treated to a minimum hardness of 370 MN. Dimensions of the gland shall be such that It can be used with the standardised mechanical joint bell conforming to ANSI/AWWA C1111AZ1.11 and ANSUAWWA CIS31AZ1S3 of the latest ravislon. Torque Miring twist -off nuts shall be used to Insure proper actuation of the restraining wedges. The mechanical joint restraint &hull be available in the three through fortyeWit Inch Ines. They shall have a rated working pressures of 3S0 psi In &Ines sixteen Itch and smaller and zSo psi In sties eighteen Inch through forty-eight Inch The devices shall be Listed by Underwriters Laboratories up Uvough the twenty-four Inch size and Approved by ractory Mutual up through the twelve Inch size. The restraint shall be the Series 1100 MEGALUG'e restraint as produced by EBAA Iron. Inc. or approved equal BRIEF SPECIFICATIONS FOR 1100 SERIES NOUD0l. SERIES APPi40X RAM PIPE NUMBER SHIPPING FRIMURL stxx WT.'am&) 21 3 1103 6.1 350 4r 1104 '7.2 350 61106 12.0 350 8 1108 16.0 350 10 1110 24.9 350 12 1112 32.7 350 14 1114 49.7 350 16 1116 58.2• 350 18 ilia '' 62.2 '. 250 20 1120 74.8 250 24 1124. 138.8 250 ' 30 1130 195.4 250 36 1136 256.5 250 42 1142 510.2 250 48 1148 712.0 250 REAR VIEW FRONT VIEW M D 1 2 --•- 0.75 P KT G I - r 0.12 I . a+ For test pressures above the rued pressures. shown: consuhithe, engineerihr. '- .. :. 11 department of EBAA lron; Inc.; for recommeridauons. EBAA--Seal'ga#ets,'.'~'',r SECTION AA are provided with the 30" through 45" MEGALUG restraints. Also provided; with the 42" and 48" sizes are extra length T•bohs. The gaskets 'and bolts rn areprovidedtofacilitateeasierassemblyoftheochanical joint and are required on the above referenced sizes to obtain the pressure ratings and safetyn. factorsshow For projects using large diameter restraints, please contact this office for ou; design recommendations. All of the Megalug components are made of ductile iron. The wedges are heat treated to a hardness range of 370 to 470 BKN. The product is coated with the same asphaltic coating specified for the pipe and Fntings. t The 1100 Scria is intended for use on ductile Iron pipe. The restraint can be used on grey iron pipe If the pipe Is not severely corroded and is in sound' condition and has an outside diameter. that can be accommodated. For more Information on the use of the MEGALUG restraint on &my Iron pipe ask for Con nectionsTu Bulletin number DI -I. The 1100 series should not be used on plain sad flttlrtga. If you experience the need to install the 1100 series inan unconventional manner please consult EBAA tron for recommendations. T' W • L1SG8AND APPROVALS FOR SERIES 1100 WMALUG Sizes 3' through z4" are listed by Underwriters Laboratories, Inc., category H1KF' Fittings. Retainer Type: with a deflection angle of five degrees 0' through 1Z") and two and a half degrees (14" through 2,h. The wins fie number is E tZ836. Sizes 3' through Sz' are Factory Mutual approvod. 0. 75 F i C SECTION B=B 0. 12 Ol NUT ®SPACER OO SHOULDER BOLT ®WEDGE A SERIES REAR VIEW FRONT VIEW M D 1 2 --•- 0.75 P KT G I - r 0. 12 I . a+ For test pressures above the rued pressures. shown: consuhithe, engineerihr. '- .. :. 11 department of EBAA lron; Inc.; for recommeridauons. EBAA--Seal'ga#ets,'.'~'',r SECTION AA are provided with the 30" through 45" MEGALUG restraints. Also provided; with the 42" and 48" sizes are extra length T•bohs. The gaskets 'and bolts rn are providedtofacilitateeasierassemblyoftheochanicaljoint and are required on the above referenced sizes to obtain the pressure ratings and safetyn. factors showForprojects using large diameter restraints, please contact this office for ou; design recommendations. All of the Megalug components are made of ductile iron. The wedges are heat treated to a hardness range of 370 to 470 BKN. The product is coated with the same asphaltic coating specified for the pipe and Fntings. t The 1100 Scria is intended for use on ductile Iron pipe. The restraint can be used on grey iron pipe If the pipe Is not severely corroded and is in sound' condition and has an outside diameter. that can be accommodated. For more Information on the use of the MEGALUG restraint on &my Iron pipe ask for Con nectionsTu Bulletin number DI -I. The 1100 series should not be used on plain sad flttlrtga. If you experience the need to install the 1100 series inan unconventional manner please consult EBAA tron for recommendations. T'W • L1SG8 ANDAPPROVALS FOR SERIES 1100 WMALUG Sizes 3' through z4" are listed by Underwriters Laboratories, Inc., category H1KF'Fittings. Retainer Type: with a deflection angle of five degrees 0' through 1Z") and two and a half degrees (14" through 2,h. The wins fie number is E tZ836. Sizes 3' through Sz' are Factory Mutual approvod. 0.75 F i C SECTION B= B 0.12 Ol NUT ® SPACER OO SHOULDER BOLT ®WEDGE A SERIES C D IF J M X No. or WEDGES NO. or eol.Ts P v wrlrtrn Tw131190 ovr 1107 4. 51 127. 4.06 6.19 0.62 V. 2 4 9.36 9.06 1104 s. lz 227 4.90 7S0 0.75 Y, 2 4 10.20 9.70 ltq@, S; oz j7 y,00 tso o.d•, r. c lz.ao tt.00 1106 10. 17 2.71 f.1S 11.75 1.00 7, 4 t 14.45 11.15 1110 1222 Z77 1120 II1x0 1.00 7, i lt.SO 1t20 tit: 14. 7r z.37 13.30 less us r, t u.w 100 1114 16. 40 2.69 1s.44 lr.75 tso Y, to 10 2a.64 2034 111i 1&. SO 2.69 17.54 21.00 136 mil, 12 12 22.i0 2.90 ult 2o. w 2.69 111.64 z32s 1.93 Y. it u z4.70 25.00 tlxo u. ro 2.69 1.74 use 1.69 It. a 1/ zcso 7.10 1124 26. 90 3.20 25.94 70.00 l.tl 7, li 16 72.94 72.6-4 1170 7729 320. 72.17 76.t& t.Zs iV, 20 TO 79.17 33.97 1176 f3! 720 7a.47 47.7E 223 lY, 21 21 45.47 45.17 1142 45. 7! 1.S6 44.67 S0.62 341 1Y, zl 2J SS.•7 SS.S7 1144 32. 09 4.56 50.97 5750 IV. 32 72 62.17 i117 1 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407302-2520 / FAX (407) 302-2526 Pager (407) 918, 0395 Plans Review Sheet Date: May 13, 2003 Business Address: 130 Keys Court. Occ. Ch. Unknown SHELL ONLY Business Name: Jack Munfleld Professional Center Contractor: Mufield and Associates, Inc. 61 Ph. (407)399-5481 Ph. (407)399-5481 FAX (407) 323-9304 Architect/Engineer: T.N. Davis, P.E. Ph. (407) 339-4422 Fax. (407) 339-3984 Reviewed [ ] Reviewed with comment {x }j Rejected [] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Architect/Engineer: Arch Solutions, Inc. Ph. (407) 897-5461 Fax. (407) 897-3501 The Sanford Fire Department has reviewed the blueprints for the proposed 10,100 sq.ft New Type IV building. Comment: New 10,100 sq. ft. Type IV Building (unknown on type of occupancy) The Sanford Fire Department reserves the right to require applicable code requirements if occupancy use changes (including automatic fire sprinkler system and fire alarmsystem). Application - Reviewed as a SHELL BUILDING only. The Sanford Fire Department will require additional "Blue Prints "for interior renovations. 1. Provide Fire Department FEMA, elevation certificate. 2. Post address on Building with (6) six" numbers contrasting in colors i f SANFORD FIRE DEPARTMENT ) FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407302-2520 / FAX (407) 302-2526 Page: (407) 918-0395 3. Per N.F.PA.. #13- 2. 1. L Ordinary Group One (1) > "Storage not to exceed eight (8)ft 4. Fire department will require WALL STENCILING; which reads "STORAGE SHALL NOT EXCEED 8 ' FT HIGH PER THE SANFORD FIRE DEPARTMENT" S. Call Fire Inspector T.L. Robles @ (407) 302-2520 for finial Inspection. 2 3 joB_.vO52?43o B p41, oE___z DING DESCRIPTIDN: b Back Eave Height: 12-00-00 Front Eave-Height: 12-00-00 Back.Roof Slope: 1.000/12 Front Roof Slope: 1. 000/12. 9 Bay Spacing: 2@2S-06 GOVERNING LOAD CODEi -1001 Florida Building Code 15 Live: 20.00 PSF with Tributary Reduction Minimum Live Load: 12.00 TABLE OF CONTENTS: Frame Design Page's oaf De Pages T Left.Endwall Design Pages To 26 27 35 2'? To Withstand The Wind Loadings Specified F or The Design Of Components And Claddiiig In The. 31 12 This resign Extends Only,For The Loads Specified On,Kirby s-'Purchase Order As 35 I Kirby Designs IT) ACCDT,d tnce With The Design Provisions Of 'The 1989 AISC Specificat: 0 11Specification For The Design Of Cold —For I med , Steel Structural. Hlembters, The 1996 MBMA Low Rise Building Systems And The AISC Steel, Design Guide N,um.b er 3 -7 Serviceability 50 Note Tha t Kirby s Eng ineer I E, No t AC ting As The Engineer Of Record Far This Construction I 52 53 5. 1 63 71 28`Td ZS-(v 29=0 24=0 20-LoZo:(o------------- i SSW I o... I FMEI FRE 6 6 6 s 0 FR F R w H SKW H l I —I iz=o •o H p 40_ I, o I , Ew:R a E-H. E•H. i SI V pa n -,+YLC'i ge:5 BY Fo C Ca Ke Mcirc, C6 Ln e rce PK- LoT/3 DATIE 4-23-o S _._ a h-Lr fiL BUIIDINO SYSTEMS q / q 2MyescauPurJOB. NO. 52 17 / J ,HT. NO. OF REV. I I 29 '0 iMANISARD SHEETING LAYOUT AT MANSARD PANEL 15 26GA. K I RBY R I B I I LAVE TRIM IS'26GA. BURNT UME 17(5 C270007 W1 1- 1/4- A-66407 M40LTS 12- A -A Z 5 110 LTS -r 4 5 2 ,o/ 47 004 -Ito JQ FAXACil WSXIB Sack 4 ) 01.# v, brKTAIL il 0 pi Cel 1/2'JS x 1 1607 OLTA 4) iia-ox 1-1/4- A*LZ5 MOLTS C4)3f4"*(A1--A/4- A 12. S ELG LTS Job # : 529493A Roof Slope 4 1 /12 Designer : VISHU Purlin Depth = 8 in. ciuyLarr r+s Date : 4/29/03 Purlin Flange width = 2 1 /4 in. Panel Type = 26 ga. KR2 Frame Ctr p Clip Line Capacity 1 0.63 118 3000 OK 2 0.87 327 3000 OK 3 0.63 118 3000 OK Continuous Purlin Anchorage Rev. 1 Bay Purlin Purlin Bay Roof Number of Dead Live/Snow Collateral W Number Gage Thickness Spacing Width Purlins Load Load Load lbs) PL 1 15 0.066 28.5 35 12 2 20 3 24937.5 Ctr(-376) 2 15 0.066 28.5 35 12 2 20 3 24937.5 Ctr(-376) Continuous Purlin Anchorage Rev. 1 P)rE: JOB mu ' o 9oMopn ill jz. MATERIAL YIELD STRESSES: STIFFENER PLATE: 55. 00 KS.r. CONNECTION PLATE: 5, 5. ri 0 KSI BASE PLATE: 55. 00 KSI CLEARANCES: (FROM REFERENCE ELEVATION) 62-08-08 GOVF-9NING LOAD CODE: 2001 Florida Buillding Code, NA NONE B14T Self Weight Lead CL Collateral Load WE' R Wind Bi,;w1loon. Right H./ 240 L12 FACADE WIND OVERALL DEFLECTION LIMITSNAMEDESCRIPTIONFACTORHORUZONTALVERTICAL 58 59 75 G....c`PR-` '003 03 1`40. 529493h'€0,FR PAGE . 9 ti a I E,C}i-NEP4-hr-I EINS, '. I OVERALL. DEFLECTION LIMITS h.EFs,MF DESCRIPTION FACTOR' HORIZONTAL VERTICAL S 0?6 31 r)L .+. 75 ( ;.._L. + C L.+WBL-) 1 . 00 T 0:-:64 L !_..-r. ' i <L._L-r i;l_ L.fBi-) 1 . 00 94 e 5297 Anti -Symmetry of 0297 1_ 00 0299 .6DL+WLS 1.00 St 1. cc) 0301. 6DL_+WBL_ 1. 00 030 e: 6DL+WBR 1.00 441e--1;?E* h+.=E=.i,-• acres_; ca 1 n 4001 0. 6DL+WLP+(_ 12+L 1'3 1 . 00, 9001 Anti -Symmetry of 4001. 1. 00 o 4 NtAME CONDITIL'•NS.'FACTQRS OOO 1 1. 00 SWT 1.25 DL_ 1. 25 LL 1.25 CL 0151 1. 00 SWT 1.25 DL 0. 94 LL. 0.9,4 CL". 0. 94 WLP a 0153 1. 00 SWT 1. 25 DL 0. 94 LL 0. 94 CL 0. 94 WL_S a 515;:3 1. 00 SW"f 1. 25 DL 0. 94 LL 0. 94 CL 0. 94 WRS i 2 5 ,1f3 -I,IF Z ^_, Y"<I al 4 I 7' ti:l iA 4 I.I s 0264 1. 00 SWT 1.25 DL 0. 94 LL 0.>94 CL:, O. 94 JBR' n.-7 0. 6l9 ,S61T 0, 7.5 -DL I. 2.5 WI_P 25 URP 0299 0. 60 SWT 0. 75 DL 1. 25 WL_S 5299 Cl. 60 SWT' 0, 75 D1._ L. 2,5 WRS 13G1 (i4 t q G. I - 7 li- II 03302' 0.60 SWT 0. 75 DL 1.25 WBR 4000 1.00 SWT 1.25 LL 1.25 LL_ 1:;:25 CL' i.25 L11." 9001 0. 60 SWT 0. ;'5 DL. 1.25 L12 1. 00 L13 1.25 WRP 4002 0. 60 SWT 0. '75 DL L. 25 WBL 1.25 L-12 7{ JOB NO. 5294 31'113FR Peak Lo.-nds A.re Located At Mld-T.'epth Of Rafter At Peak. Space Load-, - Locations Are Measured Posi tive Upward Pos.itive TowardAnd Peak From Base Of Column At Sheeting Line. Inside Flange Loads - Locationii Are Measured. Positive.Uptual.rd Frain Column Base And Positive Toward Peak Frain Sheeting Li P0'_,J.L1Vf-2 D0Ujn(1J,..1rd Or PC)SitiVe' Toward The Peak. I n t e r i a r C 6 1 u un n S p a c e Loads Loc.atian Are Mea-,iured Positive Upward And Positive Towards The Front,Sidewall Froin The Intevior Column Flange Loads Locations Are Measured Positive 'Upward From The Base Of The Column At The Column Cent6rll ne The Delta Value, (Indic.pted By A '*') Is The Distance 0 The L-ead, Back (Or, Front' Sidewall. Ccj_'-Ic fltrated Load Magy-_,udes AT'e PQFitiv.e Toward The Right, Positive Downward; And Positive Clockwise Far tjoinent LOAD F R AM E LOAD HORIZONTAL VERTICAL- MOMENT LOCATION KIPS) (KI.P-FT) HORIZONTAL VERTICAL DEFAi Dead, Live, And Collateral Load MagnJA_,4e5:,A d P os]L ye,.!,Pownwarjd. Wind Load Is Positive For Pressure.' LOAD FRAtIE LOAD TRIBUTARY MAGNITUDE (LBS. ZSQ. FT. Cot"IDI 1-ION P OR T- I Q N T-YPE LENGTH START END START END STARTDLFrontRafterAreaDead26. 500, END 20 START END START jOB NO. 529-4-9..--,MBFI-R PAGE . 5 1 aM01 T 1 1,1141 PORTION TYPE LENGTH START 1 END START END WBR Front Rafter Area Wind 2E,. 500 16. 050 START ENDWEEFrontColumnAreaWind28.500 11.620 11. 620 START END" k. 7 Area Wim" 6 WLP Back Rafter Area Wind 50 , 0 1 . Q066 if o50 START ENDWLPFrontRafterAreaWind19-150 19. 150 START ENDApeaWind28.500 c k C ":) 1, uji 11 4'rea Wind 28. 500 10. 700 R 70 10 700 TAR-T-- WLS Back Rafter Area Wind 28.500 9. 410 9:410 START END Ra P t e p WiRd R START END WLS Front Column Area Wind 28. 59C, 2,639 2. 030 START END 5 WRP Ba c is C. o I umn A-r-ea Wind 28. 500 8.670 8. 670 START END WRP Front Rafter Area Wind 28. 500 16.050 16. 050 START ENDWRPFrontColumnAreaWind28. 500 4.060 4. 060 START ENDAtaaWiadYU, 59i M WRS Back Rafter Area Wind 73. 5O0 3-500 STARTWRSFrontRafterAriaWin, 79. 440 7' —01410 START END, W i iid VR- 9C)n to -7t) END 3 CI.._---ETAQE--- C Back Rafter Collateral 28. 500 3.000 3. 000 PNn CL Front Rafter Col lateral 28. 500 3.000 3. 000 START END START END E, F L E C 0 POSITIVE DIRECTIONS: HORIZONTAL POSITIVE TO RIGHT, VERTICAL -- POSITIVEJUPWARDS LOAD COMBINATION LOCATION I HORIZONTAL CINCHES) NAME DESCR EPTION I ibNSDECRl '.P-T ACTYAL, ALLOWABLE VERTICAL(INCHES) I ACTUAL ALLOWABLE C 00'. DL+L-I--+-C..L BACK KNEE 0. 198 I I C. 0 C, I 1)L-+LL.+(- PEAK O. 000 0;011 2.405 Oil 0 15 1 DL+. 75CLL+CL+WLP) BACK KNEE 0. 107 PRE49 0.010 C, I DL.+. 75(L1-.+-CL..-+WL.P) FRONT KNEE 0 0.010 0-004 Z5 5151. Anti—Spnmetry of 0151 PEAK O. Q. cm I 5151 Anti —Symmetry of 0151 FRONT KNEE 063 0.107 0-562 0.010 DL+. 75(LL-i-CL..-+-WLS) BACK KNEE 0.158 0-'.5.'.3 DL+- PEAK 0.063 0.012 4 - FR 1.215 Q ('140 i7 0 f 2 ES R I TION PESCR I LION A(l UAL. ALLOWABLE ACTUAL ALLOWABLE: z - -- --_-__ - ---- --- Ant:.- J. rainet3 y xa= 015-3 PEAK 0.063 25l'i Ant-2 C:rntri„+try af} 01`>_ -' L. _15 FRONT KNEE 0. 15B 0.012 u C26 , D +. 7 5 (LL_+CL t WBL) BACK KNEE 0252 - d: 020263Di +. 75(L_L+CL+WBI-) PEAK- 0.599 02Erb DL+-'?`7(i_I_tCf_..+LJY.3ri) iz BACK KNEE O. 1.40 -G. G17 i^ d264 LPL+. 7 _' (LL_ > C I_-r W ?R) FRONT KNEE d. 252 0:; 025 S 7 :S Lr L- Ly l -1' PEAK - --- 0. OC34 1. 565 e FRONT KNEE -0. 20: -0. 016 19 0 5297 Anti-Syminetry of 0297 .0.203, - O. 616 21 257 Anti --Symmetry- of 0797. 1. 65 0. 049 _ _ .. Q g(32 i 23 2t 112.991 6DL+W!..-a BACK KNEE -0. 019 G. GO6 t Sri ti£ w zs _ 26 0299 6DL+WLS FRONT- KNEE ., ' < 0. 13 -0. 013 27 20, aaq Arrt i -5 a rtrrr> t rt 9 raFiti -' ymin=tr j of 029. ,' a ^ PEAK 0 084 30 of 0299 FRONT KNEE 0.019 0. 696 31 0.006 ;.. 32 0301 . 6DL+WBL BACK KNEE 70. 144 0.022 33 03C71. 6BL+lJBL.. , - PEAK '-6.273 1. Sl'S 34 35 _ a 36 0:302 . 6DL+WBR S3A%LS KNEE O 3:7 -0. 034 n I 02 617t,+WIiR.. FRONT KNEE: 0. 14ti.- fJ: O'22 39y 4:: 01.7 L31._tL[_iti:f_+k...1.1 PEAK -0. 026 2. 401 5' 4CO 0 L>i_+1_I._, t "L+k_i 1 FRONT KNEE 0. 173 0. 009 4. 14001 0. 6DL.+WLP+LL2-I-L13 BACK KNEE d. 189 _ 4001 O. 6DL.+W3._F+L I2r+•L i 3 PEAK 01 056 d• Gi i 1 i6-------<= a t -0-3L t 1) E 1 _' rL- 071 1. 5L 3 n 63 i o.5 001 Ant - ymaietry of goof, BACK KNEE U 34 _0 6 c} iArrtr ' s i mrtrgti rU-a i 0 i.yEi3 x, t?C 01 Anti-l ijmmetria of 4001 FRONT KNEES '. O. OS3 0.0"16 - s' 51 52 i sa i rc A n, JOB NO. 529493MBFF? PAGE 7 DESCRIPTION a-)-- V 1= RT 1 C,6,1LLE -J-uqc DESCRIPTION ACTUAL ALLOWABLE ACTUAL ALLOWABLE AGId 1z 13 L PEAK 0.296 1113 L. FRooi KNEE G- 352 4 1. 511 0.'Q32 D E F LIE C T 1 0 N S PusiTIv-,-- DIRECTIOINS: HORIZONTAL FIC(SI'T'IVE To R I GI-m VERTICAL POSITIVE UPWARDS, ANGLES POSITIVE CcJUNTER--CLOCKWISE LOAD CONDITION LOCATION' HORIZONTAL I 6kES) N H I VERTICAL 4INCHES) NAME DESCRIPTION DESCRIPTION I ACTUAL ALLOWABLE ACTUAL ALLOWABLE I i Self W4E.-ight BACK KNEE 0. () 0 1:1 C). 000SWIsel-c- We::ghc PEAK 0. 000 0. 067 IY I DL Dead Load BACK KNEE 0. Q I's I C). 00i 12 DL— 1" E n n j DL Dead Load FRONT KNEE 0. 013 0001 4 n A r- t. 16 LL Live Load PEAK 1. 319 LLLiveLoadFRONTKNEE0. 600' 0:006 3. 500 C- L. Collateral Load BACK KNEE Cl. 027 io L Collateral Load PE,)J 0. 000 0. 002 0. 331 r r) WLP Wind Left & Int Pre BACK KNEE 0- Dol LAPWREAK06 _7 Wi - P Wind Left ',.4 Int Pre FROINT KNEE 0. 176 0.60o 0. 0 14 WLS W i T*1 d L. e f t &. Int. Suc PEAK 0.'067 WLS Wind Left & Int. Suc FRONT KNEE 0. 123 0. 600 0. 721 0. 011 IWD L. Wind Balloon. L.-.aft BACK KNEE 0. 102 0. 600 C. 017 WDLWindBa.11non. Left PEAK 0. 218 3 EROwT v mr: AM 1. 31 g 14BR Wind Balloon. I 1 Right B ACK KNEE 0. 1916 0. 600 0.028 212 WDR Wind Balloon. Right FRONT K 1EE 0. 102 0. 600 BA C- 0. 017 Ll I FACADE LIVE PEAK 0. 0 b I Dcll Ll I FACADE LIVE FRONT- KNEE 7 0. 020 0. C)03 0. 002 1 i'- .. ,r!: ?{.'.•-. i JOB NO. 5294931'`MM PAGE 8 I N-.-:7 DESCRIPTION DESCRIPTION ACTUAL. . ALLOWABLE ACTUAL ALLOWABLE s L12 FACADE WIND PEAK 0.0 1 O. C}G3 i'_ FACADE'. W1:NIN FRONT KNEE 0 210 0. OC11-1 8 L13 WIND TRF. FR EW BACK KNEE 0. 115 " 0. 012 Li3 14IND TRF. FR EW PEAK 0. 114 rt1.. -- 1d i t tF}-T R—E. 0. 0-22 WRP Wind Right & Int Pre BACK KNEE 0. 176 O, 60 (D 0.014 WRP Wind Right & Int Pre FRONT KNEE 0.052 0.'600 0.001 Is iRS Wind Right 3y, int Suc FlEAK 0.067 0. 721 18 IV i+IRS Win:i Right & Int; Suc FRONT KNEE 0.001 0.600 0.00[E 2a 21 22 23 24 2526 27 28 r7 30 32 4 33 34 35 36 14 J 37 4 39 10 41 5! 5 1 n2 53 5.1 13 5'. a 8 61 i 5 52 7 9 5.t 5 70 i 561 DV-....-. ,,.r JOB NO. ':.9294t`3MBFR PAGE: ti G A S E R E. A r T L.- f d S f-ll.3tzAZUNTAL_ POSITIVE CO Rlvf-T, vE-.RTICr1L_ - POSIT:L'.`E iJPWt'RDS, t"lOY•'lEfIT - POSITI`JE CLOCKWISE --- 4 -`-- f nre'rirtW 14QRI Z:Qw Jf=RT1-96 ICPig mQ"zT.4T__ NAME i ESCRIPTI01\1 DESCRIPTION KIPS) KIPS) KIP -FT) g Ar. l t3l SLg C'(DOI 0rL+_L. + C L FRONT COL. 0 ti` c> r 23 22. 13 -t?99 BIA G14 GOL. O 151 DL+. 75 (LL+CL-rWLP) FRONT COL: 7. 423 51 6. 924 tom UGO ----- 0.000 P-ACK Col SF 3 TtLTi-•;3tlitt•trt,1 ur U111. FRONT COL. 3. C37 E 924 1. 51:3 Q._Q-QQ_ 0.000 0153 LPL+-. 75(LL_+CL._+WLS) FRONT COL. 12.588 13: 157 Q. OQO Rnr•u •ant i s Raa 1 1 1 47 t1 > Anti-5:;: Ft rry o-F 01153 FRONT COL. 9. 343 9. '741 0.000 LAC<d COL Rya 0 26.3 Lt L+. 75CLLTCL+WGL? FRONT COL. 6. Sbl nnn 0.000 . ACV Col- C1:- 64. Cc=L+. 75(LL+CL_+-WBR) FRONT COL. 353 0. 876 o'nn0' _ 0.000 ice.=`-'?7 taL-+ =1•dl. 0297 6DL+WL_P FRONT COL. 99 4 12. 235 11=. 546 12. 010 n nr5n 0.000 --- nA&_ lg A wit Sryl litl•=trt} is Ut=.9T FRONT COL. 16.954 lb. 546 l. 000 fL-.--- 0299 LiL_*LWLS FRONT COL. 4. 971 3:721 - 0.000, h `t` - A sa#r-i-=ytztra =t t }9---2AC14 COi 9. y AnLi :rymfnetrtl ,rP 0299 FRONT COL. S85 8.264 0. 000 mAry rni D A3 t.7s301-6DL+WBL FRONT COL. 12. 94.5 13. 493 n nnn 0.000. c 7'= t,C?L._ rWi3R FRONT COL. 12. 332 1.6. 063 0.000 i•E,C)0--F L dL--- t, nUQC7L$ +LI_+CL+L11 FRONT COL. 22. 792 22.061 nnn 0.000 h: f i JOS NO. 529473MSF R PAGE io r__ I-'KiiY--f--F f Vli.t-t-16t-0>-F--1-11\F---—_ i E-Pa2I' RT.?'?'LOk1 DESCRIPTION KIPS? KIPS) KIP-fT) s— 0 - b? y1— t, H._ P i..i'+'i...'i.3 r ROt1iT. COL. 11. 226 11. 639 0.000 0.. Soo- t V .-'b-7nFa L L.L Ct BAeK 001 Anti - Symmetry of 4001 FRONT COL. 15, 942. 16. 175 0.000 4002 Fst:? L+t,tSl.._.'L:l ' D FRONT COL.. 12. 726 1.2. 410 c . 060 7 7: 9 n. al x 51 5: 59 r hl , 52 J 9 JOB NO. 529493MDF'R PAGE 11 r, -t: D' E S I G N, E: D S E C T 1 0 N S CON-T.RDL :TUT511-DE F L, N 0 E WEB INSIDE FLANGE SECTION PPOPFRT.!Ec6DSTACEWIDTHTHIC; NE11]33 DEPTH X THICKNESS WIDTH X THICKNESS Ix SX0 SX1 7 RX py B 0. 00 6.00 X 0. 2500 11- 'DO X 0. 1530 00 X 0. 3125 124. 077 20. 097 23. 026 4.926S.6S 6. 00 x 0. 21500 00 Y. 6. 1580 6. oo x. 0- 31 1610. 020 87. 034 94. 354 13.446 1. 407 1. 067 DR 21. 5 - 0C) X O. 2500 351. 0 k'.) X C). 15so ff, - 00 X 0. 3750 1525. 120 BO. 116 91. 937 13.275 DR14. 415. 5. 00 X O. 2500 19. 00 ): 0. 1350 1 5. 00 X 0.2500 308. 778 31. 670 31. 670 0. 868 B 44-7.BOB 2--GG 19. GO A, 0. 4 E450 51. Q 670 1. 014 2 7 -Boa-j---G1 i A ol p 1) E T- 7. rl*'* * * -9. ),-* * * * k.* g- IRUSITIVIE TO RIGHT-, UPRTTP. n. 7 Tkq- BENDING. CSI: A NEGATIVE SIGN INDICATES. THAT., BENDING IS .'ON:INSIDE F , LANOE.AND A POSITIVE SIGN INDICATES THAT. BENDI:NG IS ON OUTSIDE FLANGE. HAT THE SHEAR Is FOR EIl-P AKIh ii\inTt-.A =-S THAT THE SHEAR IS EDE D2-1 MAX. CSI AT POINT MAX. CSI BETWEEN POINTS - E DEFLECTIO NS IN.) D-!(i OMRTFN!YrN-f-jWn R141AR F---- SLIARUNITY ETICAL F-r' BC 4000 --0.631 0001- 0- 678 1): 09(.1) --b4i "oodill' o DC S 68'0001 --0 5 4001 0 G54 1) 0.0000 0. DODO 0 009212 092DR --- * 70 4000 955 4007. 0. ?-(! 8 1) 2.95 400() -0. 955 4000 317(2) 14 45 41-)0r) z 0-223-5 0. 011 ff) 0. 95,47 DR 34.39 4000 0. 752 030 1 n RIB 0303 1 0. 311041) 127 71 0 779A Q. B177 2. 4008 0. 7518 C 0 N N E C T- 1 0 N S BASE COINNECTIONS: I. ACTUAI HIE Ill WIDTH LEN,--4TH THICK. FORCE tKTPC;-FF:FT) NO. DIA. THICK. LENGTH SHEAR UPLIFT Comp. MOMENT 1 no;jn 0,l an 9 1 R A MOMENT G-ONNECTIONS: OUTSIDE Tr= INSIDE MEM NUMBER NO. L'-I\I(.,-rH mil WIDTH THICK.STIFE DIA. TYPE' . THI,CK. DESIGN ACTUAL TYPE BOLTS THICK. DESIGN ACTUAL 6 1DB NO. 5294':'.3`JBF R PAGE 12 PIECE END PLATE --- -: BOLT CON. NO. STIFF --- MOMENTS --` CON. NO. STIFF. i?-- No. LENGTH WIDTH, . THICK. DIA. TYPE BOLTS THICK. DESIGN ACTUAL TYPE MOMENTS - NUMBER BOLTS TH-ICK. DESIGN ACTUAL 2U 3_1 .125 6. 0000 0. 3750 0. 7500 B 3 0. 0000 169.327 153.364 B 3 0.0000 169.4632 ,_...,.. .1__. i 0000 0. 3750 0. 750O B 4 0. 0000 54. 2.09 45. 47d B 163.070 7 2 0. 0000 36.424 32. 191 m E B S T I F'F E'N E R S# SH i P P,IED PIECE - % WEFT STIFFENER ------- -- --- -- - J phJEl`7 NUMBER LENGTH LOCATION!, LENGTH IN) ( IN) SIDES e 9 BR 1 31 07-13 T -09 -08 1 -11-14 2. 37 50 0.3125-------- o f F L A', G E. B P.. A C E D E S I °'G N tt D -E:•S I G-: N E D S E' C` T. I 01 N S NOTE: A;:307 BOI._TS ARE USED FOR ALL FLANGE BRACES. MATERIAL 'THICKNESS R:EQ'D IS BASED ON FU OF 70 KSI. a MEN LOCATION BRACE NAME OVER -r1LL NUhfDER. _ LENGTH BRACES MATERIAL THK: REQ'D -`-HOLE-TO-HOLE DIST. FOR IIOLT,BEAR'•ING VERTICAL HORIZONTAL y BY. 1.-` 6- i 1 L_1-3,'4X1-3%4X14 2-09-02 1 0. 004B BF, 4..1 -.L 1 L i ,= 1"l.X 1 -3 %r4?; 14 i?9-02 1 0. 0044 18-5000 25. 0575 18. 5000 25. 0575 BR 29-02•-11 Li-3'4X1-3:'4X14 3-04-13 1 0,0206 72 d BR 31-0-11 L1-3!4X1-3/4X1{ 3--t76 "+' 0; 01 ^i 29. 619 25: 4460 a b. , 34. 1`642 25. 0460 j a---------------------- F L. A N G E B R A C E D E S I G IV # 440RIZ BRAr:_r-: COMPRESS VE TENSILE ! HORIZ BRACE COMPRESSIVE TENSILE UNITYMENLOCA"4'IOP1 V,IPs) (KIPS•) KIPS) ! KIPS) (KIPS) KIPS) I CHECK E<R BR 1.579 1.963 1. 963 t O. 136 O: 169 0. 169 O. 0862 I11-06-1 1 1.579 1.963 1. 963 ! d. 1,25 0. 155 0.155 st L}R--4-is-1-- 0.0792 BR TrR o__.L-)7._..1.1 31... 0,5 -1 ; 7.. _'b 1. 9 3 1. 96 i ! 0. 467 0. 72'3 0. 7'3 rJ. 36Ei1 61 1. 321 1.963 1 9 • t ! 0 520. 3 0. 442 0.442 0.2253 5 e i4 70 17 JOB NO. 'J,2?4?3noFn P. 0. DOX 39*0 PORT LAND, TN '3714G CUSTOMER ADDRESS: SAINFORD—FL. 1 BUILDER ADDRESS LONGWOOD, F- L. FRAME TYPE: RIGID FRAME GABLE TYPE ROOF FRAMEIS SYMMETRICAL 7FRAMEDESIGNEDBYINTERACTION THIS f IRAME IS DESIGNED WITH CONSIDERING FLANGE HOLE REDUCTION PEAK LiOCATION: GIIRT LOCATIONS (FROM 13AGE OF' COLUMN. A INDICATES AN INPUT FLtVlGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR, ACTUAL LOCATIONS.) BACK ReAFTER: N" FRAMED PURLIN LOCATIONS (FROM THE PEAK) A INDICATES AN INPUT FLANGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION, FOR ACTUAL LOCATIONS.) GIR'T LOCATIONS' (FROM. BASE OF COLU11N. A INDICATES AN INPUT FLANGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS. 75 JOB ND: ,5529493P•l:t?FR PA GE iTAii;jYIAL YIELD STRE,S`E-'S:- n••-Vic. :Za1-1w'- I nr'r'r nln -n t,tnc- WEB, 55 NO Fial PIPE ';'OI_)JP1PJ: 36. j 00 F<,SI r;:CST SHAPES: 55. 00 F•t^aI 55. ")0 KS- CONNE4;TION PLATE:- 55. 00 KSI LAST': PLATE: 7 iV t iE}f4 t<f36'T 3t QG Ksi V 1 9R bEtiS6nLTF' 'i 7 1 1 ' s CLEARANCES: (FROM REFERENCE ELEVATION) 11 i'_"1-T'_X-L-AI:-Kt'i+i'h-+.lfii_tF E^d ''a-i3i-1'L' C7 T'T 1-.1 2-P1=1K I• +%r%.: C=`2 /CGTT!"A TCG(ihlT HORIZONTAL FROM LAC14, S' HAUNt H: rc 1-FL 1,)111 i'Hd.-l1T--3-1F — 6C3VERNING LOAD CODE: 2001 Florida Building Code PerigpeLd r. F ; i Qd StT tti'ttare Dead: EZ. 00 F5F Goa lateral: 3.00 PSF Occupancy Factor: I -- - --- R Live: 20. 0,'? PF with Tributary Reduction Minimum Live Load: 12. 00 7 i'_ ndxcne Width: 4-07-03 K1 NA l r ' rr r- K2. NA K3; NA 15zt' 1.00 7 , 1 1,, 10NE ' 4D' NO t DEFLECTION - LIMITS NAME DESCRIPTION HORIZONTAL VERTICAL sW- 1 Self Weight DL Dead ;....aad i CL Collateral Load WLP Wind Left €< Int Pre H.,' 240' WLS Wind Left & Int Stec H:' 240 ESL Wind L. &: S F_ndzone H." 240 WZ- L..--&J i rid a .., i t o u^ L E f 4 a ^; . n ELL Endzone Balloon Left H: 240 WLR Wind Balloon. Right H/ 240 i i, Ist&--€ n d : e-1 t Ems^ •, cl h He 240 I, L11STUBUPLIVEL12 STUB UP WIND L14 , CANOPY WIND s• WPP Wind Right :r Int .Pre Hf 240 FP- R--._..LJ-i-rS ci R-: F.p .z to u a u : 40 i WR S Wind Right ghtInt i 1 nSR Wind R & ;: t: n cl z o'n e F-1:' 240 71 I l7: I JOB NO. 529493MEM FADE OVERALL DEFLECTION LIMITS NAME. DESCRIPTION FACTOR F1 OR I ZONTAL VERTICAL 1. CNO 01.7.5, 1. 00 0 177 PL+.75(LL+CL+WLS-TESL) l..00 5Anti-Sqmmetry of 01.77 0177 1. . Cl` ICI 0270 s-CL+.-jBR+EBR) 1 00 0:'_' Q03 6DL+WLF.l+EPL 1. 00 0305 . 6DL+WLS+ESL 1. 06'. 5305 Anti-Sqm.-netry of 0305 1. 0 0: 02.') E3 6DL..-WBR+.EK3R I . 00 8 4000 1. 00 0 9001 Anti -Symmetry of • 4001 7, 7 4. 002 0.6DL+WBL+LI2+LI4 2 3 NiNME CONDIT IONS,, FACTORS CA C210 i ._04_SW 00 Fj L i . LL i. GAD G6 0175 1.00 SWT I . 010 DL O. 75 LL d 7 LP 0;7 EPL 5175 1. 00SWT 1; 00 DL 0., 75 LL 7!5, C L 0 5 WRP, OR, f f)-- 1. ee _ E). IjES E).':;z 3 5177 1 0 C, SEWT 1. 00 DL 0. 75 L.L O. 75 CL G. 75 WRS 0. 75 ESR 3 026? 1. 00 SWT 00 GAL. 0. 75 LL D. 75 CL G. 75 WBL 0.75 ESL 3 3 2 0303 0.60 SWT 0. 60 DL' 1.00 WLP, 1.! 00.1 EPL 3 5303 0.60 SWT 0.60 DL I., A.gE) gE3 fr6e E)L 1 0"l) WRP 5305 0. 60 SWT 0.60 DL 1.00 WRS 1.00 ESR 0307 0. c50 SWT 0. 60 DL 1. 00 WBL 1.00 E13L 4000 1. 00 SWT 1.00 DL 1. 00 LL l.00 C 1. 00 L11. 1. 09-L13 41 4001 0. 60 SWT 0.60 DL I . 00 WLP I.-00.L12 1.0 0 L14:.: 4002 0. 60 SWT G. 60 DL 1.00 L 4 BIL - 1.00 L12 1. 00 L14 5' 54 51 59 61 3 7 9 70, 15 DAI'F.; J013 NO. 1'52?4,-,31'1BFR PAGE 4 C ONCENTRATED L 0 A D S peak L 0 a d s I" Located At Mid. -Depth Of Rafter At -Peak. 4=0 e- LUE8ted AL C-6113fflF, HaUREh.. Space Loads Locations Are Measured Positive Upward And Positive Toward Peak. From Base Of Column At Sheeting Line. Iniiide Flange Loads - Locations Are Measured .-:Positive Upward,- From Column Base And Positive Toward Peak The )elt-a 1419dJe.a*;p4 From Sheeting Line. o Value By A ) 1S, The D;' -t "R nr:a Fram Positive Downward Or Positive Toward The Peak." Inter-10- Column Space Loads -, Location, gase OF Are Measdred The Positive Upward And Positive Toward, The Front Sidef"ll From The Interior Column Flange Loads - Locations Are M.easur:ed Positive Upijjard From The Base Of The Column At The Column Centerline. The Delta Value (Indicated By A '*') Is The Distance From IThe Flange To The Back Back Or Front) Sidewall.ti C,oncant-F-ated Load t1fagnitude-3 Are Positive Toward The Right, Positive Downward, And Positive Clockwise For Moments. LOAD FRAME. LOAD. Ho RI:-,b,NfAL ,VERTIC,AL MOMENT 7---,LOCATION ------- CONDITION PORTION TYPE KIPS) KIPS) KI I PI -FT) HORIZONTAL VERTICAL 3 1-3j. c k Column Haunch Load 0. 000 2.400 0.000 DEFAULT DEFAULT 4 Front C a 1. u ain Haunch Load 0.000 2.400 0.000 DEFAULT DEFAULT k r, I "Mn Haunch I oad 1 1 400 rs QOO DEEA111 I L12 Front Column Haunch oad O.'000'1 I6.'oo- 0-': 000 . DEFAULT DEFAULTL13BackColumnHaunchLoadOoo0.,800 0. 000 DEFAULT DEFAULT ri pno 1-11 Back Rafter Hack Ra F t p r I. F. Load I. F. Load 0. 000 0. 000 3. 900 3. 0 * Ono i00 21-00-00 0-00-00* 0 700 0. 31-00-00 O-oo-OO* 4 100 4-N Don 7, L 1 1 Front Rafter I . F. Load O. 000 4, 4091 07 000 1,1-04-60 0-00-00* L11 Front Rafter 1. F., Load 666 3;700 0,000 31-00-00 0-00-00* Lj 5 L. 12 Back Rafter I. F. Load O. OQO 2. 800 0. 000 21-00*00 0-00-00* 6 12' Ba C k Ra F tE-.-T- I. F. Load 0. 000 2. 500 0. 000 31-00-00 0-00-00* 7 D00 0 OM) 11-04-00 0--n0--Q0* L12 Front Rafter I. F. Load 0.000 1. 400 0. 000 21-00-00 0-00"00* L 121 Front Rafter I. F. Load 0. 000 1. 70.0 0 COO 11-04-00 0-00-00* L- Z I o a d 1 300 0 OOO 11 5 R I J13B NO. 5294931,113FR p ", ?; r-... 15 A,R E A L 0 A 1- D S S U FR F N E N I CONVE'N',` I C"NSIjad -.'-it 7. o r i s A r L- M e a s u r e cl P cis i e Upward From Ccllumn Base, And Posi ti,/p Towarcl peak. t v L--ATrd o 11 a t e, a 1 La a d fla y. j i todes A, tf Meassu LCIAP FRAME LOAD TRIBUTARY MAGNITUDE LBS. SO. FT. LOCATION - - - - - > ff-i I1t-r-7-10-11-Rt START 3 DL- Back Rafter ihArea Area Dead Dead 14. ic 250 2.000 R. epa 2. 000 START END LL- Back Rafter Area Live 14 5 0 12-000 12 . 000 STARTR E?4D---- L- Front Rafter Area Live 14. 256, 12,000 12. 000 START END END r C cs 1 0. 553 STAf?-T------EjqF E-139 L 13 a c k- Rafter Area W i Tl d 9. 600 7. 010 7. 010 START END Elle L Froyl h Rafter Area Wind 9. 600 2. 951 2. 951 START END E- BLt---Fr-cn i t C. u 1 umn-r- A. e a Wind EaR Bach, Column Area Wind c? '_60 0. 0. 553 0. 553 START, E44D ENDEaRBackRafter Ra F he. Area A i Wind W i V 1 d 9. 600 E) 2. 951 2. 951 START END t= r.3: r? Front. C L) I u mn Area Wind 9. 600 0. 553 7. 0. 0.4 0 553 START START Ei ND ENDEpL.- EP L -B-&t+-FR Back Column a F t e r Ar e a Wind 14 9.600 9. 600 3.874 3.874 1 START END Ep L Front Rafter Area Wind 9. 600 2. 951 STARTEPLFrontColumnAreaWind9. 600 2. 582 START END ENDEPpA. es W i T1 d 9 P rRp EPP Bac L. Rafter Area Wind 9. 600 2. 951 2. 2. 592 951 START. D- ENDp,c? i=rout Rafter Area W i T-1 0 9. 600 7. 0.10 7. 010 START END ESL Back Column Area Wind 9. 600 874 3.874 START STARTES2- Back Rafter Area Wind I* 60,p, 7 :.01 7 01 0. START' E N D ENDp N D ENDESIL Front; Co I u m-n Area Wind 9. 600 R. 582 2. 582 ST- START F ENDDESIRBe, C k C- ci I u mn Ar e a Wind 9. 600 2. 582 2. 582 START END EDEf--B-s-c-k Re i d c.Z. 6 G- ESIF Front Rafter Area Wind 9. 600 010,, 7.010 STPR T START END ESF? Front Column Area Wind 9. 600 3. 874' 3_874 START d t4 9- 0.9STpRT- END WBE- Back Rafter Area Wi n d 14. 250 16. 04B 16. 048 START END 5 WBL-- Frr on t Rafter Area Wind 14.250 10. 145 10. 145 START 1, ENID 621li. WBR Back Column Area Wind 14.250 11. 621 11. 6:21 621 START Np n END D51 WBR BackRafterAreaWind14.:250 10. 145 14D. 145 START END W B R Front Column Area Wind 14. 2110 11. 621 11. 621 START END eo WLF1 Back Cc, I u!".1 n Area Wind 14.250 4. 053 4. 059 START Wf--F'---B-a-C-k Ra f t u, A. ea END WLF1 Front Rafter Area Wind 174:, 250 10. T- 14. 5 0. 4 B 145 START Front ColumnAreaWind14. 250 a.. 67G, 8.670 START END END 6 JOB NO. 5,294,73MBFIR PAGE 6 CU-NDI 7-10-N- PORT110N TYPE LENGTH START END START END WL - ----- Rae U C-,+4,ufflR Apea 1.4 4. n 4 in. P-50 30 6rS START Et,in s r- -.i c k Ra f t e T, Area W i n d 14- 250 9. 408 9. 4. 0 L=, START END WI-S F P'. a f t -e 1, h r, e -a W i nd 14. 250 3. 5 0 5 3. 505 START ENDS. jLG F o F1 %- (3 I "! D 1 kj Al, 14. 250 Q;Is 2 WRP Back Column Area Wind 14 250: 13-676 6. 670 START END WRP Back Rafter RP -F-r-a n-4-Ra- P t E! i- Area Ap Wind W 4 14.250 4-4. 25p 10. 145 10. 145 START END e a n WRP Front C 0 ILI Mn Area Wind 14. 250 4. 058 4. 058 START END WRS B ...-a r k Ca I uimn Area Wind 14. 2 5 (--- 2. 029 2. 029 START END Sark:-! 141. 2159 2. 0 9 WRS Front Rafter Area Wind 14. 250, 9,. 408 9. 408. START END WRS Front Column Aroma Wind I 4. 250 10. 699 10.699 START END 250 3 iJOA C L F r o n R Fj f t -I, Collateral 14.250 3.000 3 C10QSTART 3.000 START EhM-_-__ END D E,'F L. E C, 'T. 1 0 POSITIVE D1RECTic)iq,-,: HORi.zcjiATAL POSITIVE To R 1 GHT, VERTICAL POSITIVE UPWARDS L 00-t)T.T ON Hng 17nm_TAi NAME DESCRIPTION DESCRIPTION' A. ACTUAL. I AI LLOIWABLE ACTUAL ALLOWABLE NI. rij 7------- 000 I DL+LL+CL 0001 DL+LL+CL PEAK 000 0. 939 FRONT KNEE 075 0. 004 0175 DL-i-.79,{[-L+CL+WLP+EPL) BACK KNEE 0. 045 0175 DL-+.75,(LL+CL+WLP+EPL) PEAK 0 '037: 0.005 MIT, vt,]FF 0. 121 5175 Anti -Symmetry LIF C, 1 -7 1, BACK KNEE 0.024 nri=3}f, C2, 1 -11 -1 Q Q', -4 7 0.003 5175 Anti -Symmetry of 0175 rRONT,KNEE 0.045 0. 005 011` 7 DL+. -75"LL+CL-+WLS4-ESL-) PEAK 0. 037 r ) 0,115 --- 0. 7'7 DL+. 75(.LL+CL+W1-S+ESL:, FRONT' KNEE 0.006 0. 365 0. 003 517' Anti-Summetry of 0177 BACK KNEE 0. 006 51-, 77 Ant Anti.-SLImmetru of 01-1 PEAK 0. 037 0- 003 C) n A.'I 0. 365 OV69 DL 75 LL--,-CL+WBL.+EBL- BACK KNEE 0. 115 5 L 1G 0.012 026-' DL.+. 75(LL+CL FRONT KNEE 0. 088- 0.010 117 JOB NO. 52?493M1_RFR P A. G E 7 W-H.- -H: C`2 7 0- PEAK 0. 106 0. 136 75 FRONT KNEE 0. 115. 0.012 0,:303 6DL+WLP+EPL BACK KNEE 61. oil G. 002. 6DL-+WLP+EPL PEAK 0.0-50 5303 Anti-Sy1-MetrLI of 03H) 3 BACK: KNEE. 0. 103 0. 008 A7T_t_3'. MMF- t, I y U f cylIfYI-3- P Emk e E) a 5310 D A n t i - S um m *- t r y c f 0.'.303 FRONT KNEE 0. 0 1 1 0. 002 0305 6DL+WLS+ESL PEAK 0. 050 0.408 0305 6DI-.+WI-S+ESI- FRONT KNEE 0, 07,? 0. 007 A-ilti-symaletry of 0305 BACK KNEE O. 079 0. 007 5 3, C Anti-sgfpMebrQ Of 03011 23 a 5. All ti SVIH- t f eScl_ PEAK 0. 0 50 0. 408 19 Y 0307 .6L'L+WBL+EBL BACK KNEE, 0.082, 04 @ 0.012t,Se7 .6p ffil_ i E91_ EAK 0. 0-07 6DL+WDL. '-EBL FRONT KNEE 0. 142 189 G. C). 017 0 _3 E) 6 6DE W)3R) EHR 43 qK 030e 6DL+WBR-i-EBR PEAKp - 71.1 O. i'49 C4 1 ;z 030B 6DL+WBR+EBR FRONT, KNikl O. 082. 0. 713 0. 012 4000 DL.+LL+C L+L 1. 1 -:-L. 1 -3 BACK KNEE 0. 188 4000 DL+L.L+CL+L_J. 14L_1-' PEAK 0.004 0. 010 2. 409 4001 0.6DL+WLP+Ll2+-Ll4 AC' K NEE 0.003 4 CI 0 1 0. 6DL.+.WLP +L_ 2-+-L 14 FRONT KNEE 0. 183 0. 015 9eO i t 9001 Anti -Symmetry of 4001, PEAK 0;024 1 00 I Anti -Symmetry o f 4001 FR I ONT KNEE 0. . 1 1, 1.352 40C'2 (). 6DL+WBL+L_12+L_14 BACK KNEE 0.037 4002 (D. 6DL+WUI_+L_12+L14 PEAK 0. 149 0. 010 1.333 Q. G21 A] NO, 52949:3MrjFR Pill + E 3 D E F L E C T I O N 8 fIOI`?_'.•: 4'ORI'ONTAL POSITIVE TO RIOI-iT, V RTICAL POSITTIVE UPWARL>S, A C 't_ES - POSITIVE COUNTER --CLOCKWISE t= t1A—t'TFiii1-i-?-i}i'i LE3b/TI.i'ti. j nGY%1"thl i ThIF'L7=,=.\ I NAME DESCRIPTION e --- - ----- ----------------- DESCRIPTION ACTUAL ALLOWABLE ACTUAL ALLOWABLE Ot.; WF i-gE* t•- n n NE19 Gl 41Ca f] oQG r Se 1 f UJe i g t PEt1it 0. OC10 0. 065 — 3WT Se l f Weigh., FRONT KNEE 0.1005 0. 000 DL. Dead Load BACK KNEE- 0. 008 0.000 DL Dead Load PEAK O. 000 0, 103 1--. Ali—_-_ DPa-?#--- .F3i-d MKIMNT t{h13=1= _.. 0. Opq. or.000 t LL L.ie Load RACK KNEE 0. 049 O. 600 0.003 LL Live ' Load FRONT K-N.EE1,1 0.'049 O. 600 1 0. 000 — t Collateral. Load PEAK O. 0{_10 0. 155 CL. Collateral Load FRONT KNEE 0.012 O 001 L WLP WindLeft & Int Pre BACK KNEE" 026 0. 000 WLP Wind Left & Int, Pre PEAK 6.028 0.663 P WA- T}d-l_c Ft ?: T., rt o, QQA EPl- Wind L. ?-: P Endzone BACK KNEE O. 007 600 0. 001 n 72 EPL Wind L P Endzone FRONT KNEE-'- O. 034 Cr. 600 0.003 I R4 1 pft & rpt 24., 1 WLS Wind Left & Int Suc PEAK 0. 028 0.337 bA_S W:in1I Left ?•. Int Suc FRONT KNEE 0. 054 O. 600 0. 005 ESL Wind L °{ S Endzone BACK KNEE 0.'007 O. 600 0. 001 ESL Wind L & S Endzone PEAK 0. 021 O. 172 WTtd - c S-Et--s.:z.n e FRONT, uhlt n n n .n n bOQ ti r,n WBL W: i.nd Ba.11oon. Left BACK KNEE 0. 045 O. 600 0. 0,37 W:D1. Wind Balloon. Left FRONT KNEE: 0. 141 O. 600' ti _ 0. 012E33L-_--E- nd-z-ome--B-arI-G -1 ell'— —tee.^I ton - CL 049 g E13L End .one Balloon Left PEAK 0. 045 O. 170 h E'131- _ Endzone Balloon Left FRONT KNEE 0. 056 O. 60".;) 0. 005 4JI3R Wind Balloon. Right BACK KNEE > O. 141 O. 600 0. 012 WBR Wind Balloon. Right PEAK O. 097 O. 644 j,. n JOB NO. 52c?4?31'jBF'R PACE ta DESCRIPTION ACTUAL ALLOWABLE ACTUAL ALLOWABLE Right C. E)45 r9 7 e B 1 :1 o "I FLACKKnd K NFE 056 0. 600 EBR Endzone Balloon Righ FRONT KNEE O. 030 0.600 0. 004 9 j UP LIVE PEAK 0. 000 1. 470 I STUB Up LIVE FRONT KNEE 0. 117 0. 006 STUB L12 STUB UP WIND BACK KNEE 0. 020 0. 001 LI-2 UP WIND PEAK 0. 048 O. 791 FROIAT KNE-F 7 L13 CANOPY LIl'E BACK KNEE 0. 004 0. 001 9 L-177-3-- OANOF-Y- ' E-- PEAK 10 L13 CANOPY I I VE FRO114T KNEE Q. 1 0 - 04 O. Gi 000 m',P r B A eK KHE L14 CANOPY WIND PEAK 0.004 e. 0. G G 1. 001 1.4 CANOPY WIND FRONT KNEE 0. 004 0. 000 6 WRP Wind Right & Int Pre BACK KNEE 0. 07B 7 o. 600 0.006 7 WRP Wind Right & Int Pre PEAK o;, 0 b, a E). 026 690 0.663 p PA wEIRWand1- & F; 'E cl.r. o n e BACK KNEE 0. 034 0. 15 0 C-) 0, r103 0. 021 EPR Mind R 8,. P Endxone FRONT KNEE.. 0-. 007 0., 6.0 0.001 n-d-R i 1, 1. b ----bkr f."L 5 kIM3 Wind Right & I rf t St m: PEAK 0. 028 GGS 6 7 1, b R S3 14 i n d Ri c h & Int S U C FRONT KNEE 0. 002 0. 0 0 0.3-17 0.001 ESR Wind R & S Endzone BACK KNEE 0.034 0'. 600 0.003ESRWindR & S Endzone PEAK 0.021 E, d Ff'Orff KNEE 19. e (3 41 E)'. 6eS 0.172. a B A E R E A'C T 1: 0 N S a r: t: is to nx• ••t rF •r # w• f• # - 5 HT, E?TC.a POS[rI'•.'i UPWARDS, pUtEnrr POSITIVE CLOCKWISE NAI•l.c_ '-DESCRIPTION DESCRIPTION' HIPS) KIPS) KIP -FT) p'1C'K eCf6 bd9 9 1,j9 O 000 C,C,01 D L+LC_+%; lL FRONT I COL. 9. 63$ 9. 439 0. GOO 01.75 DL+. 75sLL+CL+WLP+EPL) FRONT COL'. 1: 770 2. 392 0.000 A+rt SAC 14 COL l 770 3U." n Cr20 Anti-`,atmme'r%j oll 0,17,15 FRONT COL. 0t'761 O. 435 O. 000 i s-= :,=_ .=- `'.•.:==L:;a6 } rter-t, rn1 1 Z6 9 t 4 r nr n 01 7-- DL+. 7:5 (LL+CL+WLS+ESL) FRONT COL. 4. 285 4. 876. 0: 000 rn1 n yRS - 4 R7f, r> 000 517- Ant.:C-5-goimetru of 01.77 FRONT COL. 3. 276 2. 919 0. 000 0251: -44 ?5,* t +-•; +IJI31-1-EI31 RAC34 cni ri 6P9 r 0ri 0269 DL+. 75 (LL+CL-+WBL+EBL) FRONT COL. 253 2. 197 O. 000 WB3 -,- EBR) BAC'1C cni t q" i G7 n Ctnn 02'70 DL-1. 75(C_L-tCL+WT3R+E:tR) FRONT COL. 522 0. 629 O. 000 0:3( 3 -_6 'LLr-WLPL PL Srl 0303 . 6DL+ WLP+EPI_ FRONT COL. 6. 05 5.730 O. 000 Sty =, '0203 3303 Ant: - Symmetry of 0303 FRONT COL. 6. 150 8.338 0 0. 000 Ono ULrlu.." Z L-- 0305 6DL+ WC._5+ESL. nACK FRONT rni COL. 3. 727 452 2. 417 Q O. G,,G _ 000, 53115. A4ta=.sl+ Write= try crf O f!)5 _ 73A N COL 45P 21 417 5:H)5 An to -Symmetru of 0305 FRONT COL. 4. 797 5. 026 G. 000 J30_7 BAC'la M11 7 1 t5 307 bDL+GJBL+EBL FRONT COL. 7. 494, 5. 989 0.000 BAC14 cril. 7 3C303 6DC_+W.T3R+ EBr? FRONT- COL. 1:35 8. 079 0. 000 ti-_iC-?'+- Tu= tL_- iOl.-+l--1 i 6.13 4000 DLaLLFC•L+L11+ La3 FRONT COL, 24. 727 23.851 c -. i 0.000 nnn r. JOB NO. 5294T,-MPF'rR S•CRI= T I .ihl DLSCRIPIT IOhJ (KIPS) (!-SIPS-) (KIP t e _ s ?+ Cii. ; 1. r3= 1!:IL !`.;.t...1D+-f..__? FRONT COL. 12. 5,'? —1(?. 4F32 000 Ant. -- Symmetry 0—F 14001 FRONT COL. 13: 551—1.2.'297 0.000 0- Q—D, O.,SDL+i-JUi_=!.a;_rl._!4 FRONT COL. 13.012—10.675 0.000 I1 .. IY 17 -- I I E. 3 .A.13 NO. 52949311.8"R PAGE 12 DE.9-lGNE.D-,S,EC.T:1ONS* F L A- 1*,I,,; WEB INSIDE FLANGE SECTION PROPF.RTIE'S THICKNESS DEPTH X 'THICKNESS WIDTH Y, THICKNESS I X, sxo SX, I R Xi py 0. 00 6. 00 X O. 2500 11.00 Y, .0. 158 - 0, 6.00, X 0!3125 124.077 20.097 23.062 4. 926 1.407B6. 00 X' D. 2500 35. 00 X 6, - 1580 6. 00 X0 3125, 1610.030 87. 034 94.354 13. 4.46 1.067 BR 2. 7.(J 5- 00 X 0. :3 125 35- 00 X, 1530 5. 00 X O. 3750 1634. 776 B9.681 94. 752 13. 502 0.894 RR14. 45 5. 00 X 0. 2500 2,0. 00 X J. 1350 5. 00 x 0. 2500 346. 302 33.706 :33. 786 S. 161 G X 0. 250-D 20.00 4 1.001 1 c T Qjl_. f-T I-V=^ BENDING CS I: A NEGATIVE SIGN INDICATES THAT BENDING ISON INSIDE FLANGE_AND, A POSITIVE SIGN INDICATES THAT BEND'JNG IS ON OUTSIDE -: FLANGE: CS4-- A 141 1 ' INDICATES THAT THE SHEAR IS FOR F:4-:5 AND A le-nS, TNnTCAIES THAT THE sHFAg Tq- png G q MAX. CSI AT POINT MAX. CSI BETWEEN POINTS DEFLECTIONS IN.) 1111;44 INCE COMB REWD-rmn- [-nNlla 53 jl AR 1). r A j r- r: n m n P, 7 m n T Ni n cnm PHFAR Ling 1 7 ny.1 UNITY TIC. Al CHECK BC 0. 00 -4000 0.897 4000 o.,9s7(-I) 7, b . - 5,1 4060 -6. &-7 4000 O 9B7(l) 0.0000 68400-0-0 R 22 400 1 o 77r) cl 0 0. 0000 0. 9867 2QRL oloa a-9aL6- BR 2. 7,'-, 4000 9B7 4001 0. 811 4 .1 > 2. 95 4000 --0. 9f.-37 4000 302(2) 0. f: 3AR 4nn," n ni-Isic 1 -30 -47 4000 1865 0. 0243 G. 9874 BR 34.3S 4000 0.774 4002 0.277(1) Q. 8481 0. 0043 2.4091 0 0. 7736 l*- CONNECTIONS* BASE CONNECTIONS: LATE STIFEENER ACTOAl Fngc,F KTpc FEET) MEM W I DTH I-ENGTH 'THICK. DI A. 'THICK. LENGTH SHEAR UPLIFT COMP. MOMENT 0 0 000,11. D 2A ,?7 o oon MOMENT CONNECTIONS: Em) NO INDICATES A VERTICAl HAUNCH cnhjNF,,TTnN END OUTSIDE CON- P,; INSIDE MEM NUMBER NO. LENGTH 0 S. Tgr WIDTH THICK. DIA. TYPE B, DE OLTS., `THICK: CK. DESIGN ACTUAL rnw-,. No ;TTFr TYPE BOLTS THICK. DESIGN ACTUAL 26 JrB NO. 529493NDFP PAGE 1 SHIP. P-E(.'P N D PLATE --- BOLT CON. NO. STIFF. MOMENTS CON. NO. STIFF'. <---- MOMENTS 4UNBER NO. LENGTH WIDTH THICK. DIA.. TYPE BOLTS THICK. DESIGN ACTUAL TYPE BOLTS THICK. DESIGN ACTUAL 37. 125 6. 0000 0.3750 0. 7500 B 8 0. 0000 170.136 162.233 13 6 0 0000 140.871 140.259222. 6 0000 0.3750 0. 7500 B 4 0. 0000 57.532 42. 077 B 2 0.0000 33.490 33.971 W E B S T IF F-E N E R S SH I PEP D P I E C E WEB STIFFENER 111EM NUMBER LENGTH LOCATION LENGTH, I N:) SIDES L t 1 114 7 9 2 i 9 2 07 (:)R R. B:F 5E) e. 94iF5 2-10-14 2,8750 0.3750 2 BF; 1 3 1. 0. 7 13 7-03-10 2-01--03 2. 37 50 0.3125 1 L A N'G. E B G,NR-A.,C 'E- E. S I NB:FE-- A30OSE7 EGG REG7-'ItBASED CT 2. OVERALC' N : OHiiiR REGID HOLE - TOHOLEDIS T. IemMATERIALLEHR04'Q p T I 6-AL7 iqGiRl BR t 07 l.t L 1 -3/4X 1 ---3"4,( f 4 2-017-12 1 0. 0044 19. 1 5000 25.0575 @,'4xj,j r, R 24-10-11 Ll--3/4XI-3/4XI4 3 01= I,O! 0%59 25. ) 575 25. 7294 25.0460 BRB R. 2S- 02-11 L1--3/4X1-3/4X14 31 06 ii Li ZA)Ol 3 , CX5-0 O.-"C)213 29.9664:;: 25-0460. B F 0• R- C 'E., ALLOWABLE FORCES ----------- ACTUAL FORCES HORIZ BRACE COMPRESSIVE TENSILE HORIZ BRACE COMPRESSIVE TENSILE UNITY KiPS) KIPS) BR 1-06-11 1.549 1.963 1.',963 0--1 3 2 - 1155., 0.155 0.0792 1. 969 6. 1 46, BRI 24- 10-.1 1 1.369 1.963 1. 9163 O. 388 0. 556 2 q 0.556 D. 0691 0.2834 BR 21-9 0, 2 - - - i 1. 2 5E.1 1.963 V& 3 0. 477 O. 744 0.744 0. 3790 OP:, NO. 5 9493MB m....._.- ....-..r._.....r.--..-......T— h• r,.C7t--—_,UCJSP ti L STfil2CTCif ES F. 0. BOA 390 PORTL.AND, TN 371,49 CUSTOMER-: ADDRESS: SANFORD,- FL. BUILDER ADDRESS LONGWpE3p, F!_. t i r r sr-<r:o--sirer;r-a•=a a>tt•t rr-t ra•;f>E•tat;t ar r R O O F 1) E S I G N R E P O R T .fi UI f=Yv`ERNIhICs LOAD CODE:001 Florida Building Code: l.E:_SI=N LOADS Ih1FORMATION: Designed As Enclosed Structure D:_ad: 2.00 PSF Collateral.: 3.00'PSF Occupancy Factor: I Lite:---- 2C 9-PSFwit Fr t t Rerfdtti3n Wind: Basic Load: 18.45 PSF Sp,e:ed: 110 MPH: Importance Factor.: 1.00 Exposure: B Edge Strip Width: 4-09-10 KI: NA K2: NA K3: NA Kzt: 1.00 PUP,L_ii\I LOADS: S I LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT Df- DrC3d Load LL Live Load Co- L,: 240 WL Wind Load WL'1 Wind Load oan i I-WL Long Wind Left Lbc W i. n ; B.'i 1 iti} f; 7, g h t1 LOADING COMBINATIONS: NAME DE;SCRIPT'ION FACTOR LIMIT 0226 6DL+WI_ 1.00 0227 61A7+WLA 1. 00 i WL - ? y pp L 0=30 6Dt_.+wBL+I_..WL 1. oo is 0231 6 DI_+WBR+L_WR 1. 00 004-1 0042 DL+. 75(LL+CL+WBR+Lt+tR) 0001 ].. 00 Dl__ 1.00 i_I_ 1.00 L------------ CL 0227 0,60 nL 1. 011 tdL1 JC)ii NO. .:2949:3MB p A..;> cr:^:a--- 7Y+<?Ei 1. 00L_ c'.r. :.. 5 Lk_ iD O. 75 CL 0. 75 WL1 t •_ 30 . (- ut_ -- C?t}kit._ t'H tixit- iy231. 0. 60 D!._ 1. 00 WBR 1. 0 LWR. 0041 1. 00 Li{._. ID. -.. U_ u,- 75 CL_ G. 75 tl0L 0. 75 LWL i Yjrt4 1-cjt}-g}r [+-7'S-LE--B 0. 75-t_WR EAVE STRUT LOADS: I LOADING CONDITIONS: NAME DESCRIPTION DEFT._. LIMIT DL Dead Load LL Live Load L/ 240 I WL Wi.::d Load 6JL1 kdi. ':d Loa W- i-n d—r i .. _ LWL Long Winn Left WLR Wind Balloon. Right LOADIN,'' COMBINATIONS: NAME DESCRIPTION FACTOR LIMIT 02, 26 6DL_+WL- 1. 00 02217 6DI.._..(.WL1 I.. 00 0230 . 6DI-+WGL+LWL 1..00 0231 61)L+WBR+LWR 1. DO 0042 DL+. 75 (LL+CL_+WGR+I__WR ) 1.00 ME--- C-GN£' liif iS +i iE i E3i 5 J 0001 1. 00 DL 1.00 LL 1.00 CL 0227 0. 60 DL_ 1. 00 WI_1 004B 1.. 00 DL_ O. 7,5 LL- 0.75 CL 0.75 WL1 23c . 6& -&L —=i . t t31_--1--Etv- 0231 0. 60 DL 1. 00 WBR 0041 1.00DL O. 75 LL 1. 00 0. 75 LWR CL O_ '75 WBR O. ', LWL 5 5 74- Lt-- 5 I_ JPE(S): I3a ck. R.00t': .1. 000i'12 Front Roof: 1. i;OQ/12 PANEL_ ' i4`FE: KIRPzY RIIr C JOB jqO. 52?4-.?3MI3 PAGE DEFLECTION LIMIT (JVERRIDES: NONE SIU I'l M A R Y P U R L I N D E S I G N PURLINS ARE- .BY -FRAMED PURLIN DEP-rH: B. 00 I1.4 Design Spacing: 2-06-10 Purlin Locations (From The Peak) P B a- Q Left Lap Span Righth t Lap Defl Max Unity Check Cr;r Zone Coeff Wind Load End Zone Coepf Pressure Coepp I 15 0-0 28-6 3-6-1/4 L/-344 0.,764 1. 280 1.280153-6-1/4 28-6 0-0 L/-344 0.764 1.280 1.280 0.380 O. 38Qj, Desi,,.n Spacing: 3-04-00 P,j,,,,Iin Locations, (From The Peak) Bay Ga Left Lap Span Right Lap DelPI Maxax,Uni y Check in+ zone Cbeff Wind Load ------------------ End Zone Coeff Pressure C c, e'f f, 15 01-0 28-.6 3-6-1/4 L/-263 0.902 1.08012156 - 1 4 28-6 0-0 0. 9,32 280 0. 380 1.230 0.380 Front Roof Purlins: Design Spacing: 3-04-00 Qo-a t j my) F :PC) m The ppal.) 1 -015- 1 1 4--10-11 8-02-11 11-06-11 14-10-11 18-02-11 21-06-1.1 24-10-11 28-02-11 Da Sp@n Right I rl. P 1 14- X Unilty r"rk fn-t-, Zone (-,,ppf Wind Load E d--Zane-2ZIXP-Lf P r_r, 1 15 0-0 28-6 3-6-1/4 L/-263 0.920 1.008 1.280 0.380 Design Spacing: 2-06-10 31 --C)6---1 1 33-04-00 Wind Load ----------------- L-a-, a- T), R I Max Unity Check Cn Lam.CnPP4 S_LLr e_ CRPFF- 1' 5 ID - C) 28-6 3-6-1/4 L/-344 764 1 2 8,'-) 81.20------ 380 zach-----a JOB NO. 52941?3MB PAGE 11 m 'I zi 4 zi m A -A AIN A 34 0 ;4 G U M 11 A R Y .E A V E. S TIR U T D E S I G N E.AVE ST-qUT DE.PTH:. 8. 00 1 N Wind Load -------------------- Baz y G:3. Span Extension Deflection Max Unity, Check Cnr Zone Coeff End Zone Coef f Pressure Coeff 16 2 6 0-0 L./--422 O. 14-3 1.280 16 2C---6 0-0 L/-422 0- 143 1.280 1.280 1.280 0.380 U. 380 Front R oof E-ave Struts Wind Load ---------------- r- p--7-rr-- R- ten. L4, , j by 6 1, o-e-Eorr-e—C-o,- rrd—z-F p T-,-R .. r I <5 2 e - 6 0-0 L/-422 0.143 1.280 i 6 2B 6 1. 2FJO O. 380 S U M P! A R Y W E E) G R 1 P P L. P4 G G 11 E G 1 3 Pu-rlin Locations (From The Peak) J 31-06-11 33-04-06 MEMBER LOCATION CLIP ty T 1 i R I Gi IT Pu-.r1in Locations (From The Peak) i 06 1 i 8 e2 i EAR' t- q 4 e e-2 MEMBER LOCATION CLIP 02 11 41 4; Purl in RIGHT GC06 41 s. 51 Puv,liii Locatiom:i (From The Peak) 5i 1-06-1.1 4.. .- 1. 0- 1 8--- 02-11 11-0611 14-1011 18-02-11 21-06-11 24-10-11 28-02-11 4 BAD MEMBER LOCATION CLIP Gf" 59 Put- lin Locations (From The Peak) 2 t - 0 t t 2 ITI! B A V MEMBER LOCATION C LJ P t P ur 1 n RIGHT GC06 23 24 25 26 27 30 31 32 33 34 3 DA ]*'.C,*.: JOB NO. 529493MB YSE A307 BOLTS FOR ALL CONNECTIONS TO RAFTER 42 S AU 51 PAGE m 1013 NO. K,5294?3 PAGE BUILDER NAME IF: CUSTOMER~ '-~^-~~: ' 1 +........ ... -----------------............. -----------~--------------------------------------------+-------------------------------------------+ k 3-EC-T-10,114 DEPTH: .0-OB-C)o Z--BEAM IS DESIGNED BEAM TYPE IS CONTINUOUS ALL LAPS MAY EXIST LOAD-'.-NG WIDTH: 1-071-03 OVERALL DEFLECTION LIMIT: L/120 PURL -IN BRACE OVERRIDES: DEFAULT LOADIl,,lG* DEAD LOAD: 2.000 PSF LOADTI-IQ CONDITIONS: WI ND LOAD cl COLLATERAL LOAD OVERALL DEFLEc-rioN g C.-. I NAME DESCRI P'r I ON 0 -D 0 2 WIND C F.I R SL — ------ 0001 1. 00 DL J. 00 LL 1. 00 CL 0002 1. 00 DL 1 00 WL JC113 11JO. 52V493 FACTOR SEISMIC LIMIT Ilft S P E C I A L A R E A L 0 A D S lid PAGE 3o._, 1 MEASUREMENT CONVENTIONS: ARIA 1...DAD LOCATIONS, ARE MEASURED POSITIVE UPWARDA-114D —POSITIVE rO rHE RRIGF DEAD.- LIVE AND COLLAI'ERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING CONDITION 11 EN B E R TYPE WIDTH START END START END LOAD L BAY I LIVE LOAD 1-07-03 20.000 20.000 0-00-00 28-00-00WLElAy1WINDLOAD1-07-03 28.000 28.000 0-00-00 28-00-00 D E F L E C T 1 0 N S CTRECTION' : VERTICAL POSITIVE UPWARDS LOAD COMBINATION LOCATION NAME BAY DESCRIPTION DESCRIPTION 0001 1 1 141IND DEAD LOAD CONDITION NAME BAY DESCRIPTION DL 1 1) En A D LOAD I WIND LOAD CL I COLLATERAL LOAD VERTICAL DEFLECTIONS (INCHES) ACTUAL ALLOWABLE MID —SPAN —0.914 2.300 MID —SPAN 1. 533 2.800 LOCATION VERTICAL DEFLECTIONS (INCHES) DESCRIPTION ACTUAL ALLOWABLE MID—SPAN —O.O?B 2.BOO MID —SPAN —0. 817 2.800 joo--- MID—SPAN 0. 000 2.800 1n>•1 ;`10. 525> l =,r3 2xboFFAGr t. d#+:1k:#i: };#i: #.:i': #+:Y,-##::t; i"rk: .3.1•.t-.k9<.+: ##..#+: i:-liYr.tFk=## i W E B-- C R I P P L T—--------------------------------- ifri## k:+<.-#•r: #ti r<•###ii#iF##•k##i#•;f#•u•t##a-t######!<#u• NDTE.: E,'DN. WC IS FOR QPPOSIi',1G LOADS SPAt:ED D.I. 514, END REACTIONS. --------- _ C4f?. t•i;:_. iS r ..".. Ci 0,::;:[i'i{ LOADS rr-tt..ED ::i.. ;?il, [CdT'Fft:[OR RI=AS T.T.QIV . E _)3ti. i••dC T c, L1P. OPPOSING LOADS SPACED ;: • 7.. 5H, END REACTIONS. EON. WC4 IS FOR OPPO ING LOADS PACED ..— 1. 5H, INTERIOR REACTIONS. ---- ---__ BEARING ALLOWABLE A( rUAL I WIDTH LOAD LOAD COMDINED UCK i BAY EQUATION COMB LOCA-rI.ON (.INCHES) KIPS) KIPS) W/O REINFORCEMENT j I WC.1 0001 0--00-00 4.000 2.025 0.351 0.1731 i. WC 1 0001 25-00-•00 4.000 2.025 0.351 0.1731 I' t PP U R L_ I N U R A # i n-ZV I'RAC:I:. RUNS W E I G H T S U M M A R Y# PROGRAM ID: 2. 2. AAAC. AAAC. AAAC AISI SHAPES - 132.436 ------ THEr_RET1CAL 135. 340 5;; -rHEQ. / ACTUAL 4, 7E , DUNNAGE I. 0160 TDrAt•J LEIGiIT 136. 16' LBS. js R 2 c,0'. IQI:3 NO. 52'4?3 PAGE 13 1A. IRBY Bt) LPI UIqc;. CS-N.-DMER NAME I BUILDER NAME B 350 P L R T'L A r D, TIf 3-14S CUSTEFRPR 7FT R E s is BEAN D E S I G N REPOIR- DEPTH: 0-019-00 Z-BEAM IS DESIGNED BEAM TYPE IS CONTINI-IoUs ALL LAPS MAY EXIST PURLIN PANEL TYPE IS RIB SLOP 87 5 1 E X -r E S 10 N EF,-: 0 EXTENSION RIGHT: 0- or)-oc, LOADING WIDTH 2-04-00 OVERALL DEFLECTION LIMIT: L/120 2F3-06-00 td.E:J: :p T P r.11_INC CH 'EC' BAY: I L 0 C A T 10 N: 0-00-00 COND: BAY: I LOCATION: 28-06-00 COND: ALL EQN: WC1 BEARING WIDTH: 0-04-00 BAY: 2 LOCATION: 2B -06 00 COND: ALL EQN: WC-1 BEARING WIDTH: 0-04-00 DEF LEC f'I ON LIMIT OYERRI'DES: NF.- I"NiE 1E-* Iza PL!F-.LTN BRACE OVERRIDES: NONE DEFAULT LOADING* p:'! DE- ATILOAD: 2. o orb P —f3F ITj LIYE LOAD: 20. 0-00 PSF WIND LOAD: 213. 000 PSF COLLATERAL LOAD: O. 000 PS'F LDADINg CONDITIONS: N A 11 E D 1 3 C. I P T' I L 3 141 DEFL. L I M I T D L C) A 1) LL. LIVE LOAD WI._ WIND LOAD CL 43OLLAIVERAI LOAD I NAME 1)SCR:IPTION I^ 0001. DEAD-r-LIVE+C01-L_A- ER AL SOB NE.). 529493 UVERAL_L DEFLECTION FACTOR SEISMIC LIMIT 1. 00 1.. 00 NAME CONDLTIONS:FACIORG - OOU;._ 1. DC) DI.._ I. 0O WIL -- -- lul t i--..____,._..._.._.._____-____..__._.._.._..._._.___..-___.____....-__._.___.____..__. _._--_ :?F Y•;tit#irx?F:k:tiF#t iF###•'##:`.t f:r3F 4F #tF'F 3t iF ik####St##: S P E C I A L A R E A L O AD S O i P , GE 3,D I I AREA LOAD !._OC_'Al i01i5 ARE MEASURED POSI'TI',,E UPWARD AND POSITIVE TO I -FIE RIGHT. DEAD: I-IVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) LOCATION CONDITION MEMBER TYPE WIDTH START END START END'-- 0- 00-00 DI__ BAY I DEAD LOAD 2-04-00 2.000 2.000 28-06-00 DEAD LOAD 2-04-00 2.000 2. 000 O OG-UO 28-U6-QO LLBAY '1 LIVE LOAD 2-04-00 20.000 20. 000 0-00-00 28-06-00 i 1_ L BAY 2 L-I:VF_ BAY I LOAD 2-04--00 2 O. 000 20.000 0-00-00 28-06-00 WINDLOAD2-04-00 28.000 28. 000 0-00-00 28-06-00 I L•1L_ BAY 2 WIND LOAD 2--.; 4-0G 2.8. DOD 28. OOG 0--00-00 2F3-06-06 1+ D E F L E C T I O N S# POSITIVE DIRT-CTIONS: VERTICAL_ POSITIVE UPWARDS LOAD COMBINATION LOCATION VERTICAL DEFLECTIONS (INCHES) td NAME BAY I7ESCRl:PLION DESCRIPTION ACTUAL ALLOWABLE 000 1.------ 1._._DEAD+L_IVE tCOL_I_ATERAL MID -SPAN 0. 06 2.850 00012DEAD-rL_IVE:-FCOLLATERAI_ MID -SPAN 0. 806 0002 1 WIND - DEAD hIID-SPAN I. 355 2. 850 2. B5G IGDC?2 t- WIND - DEA ---- MID --SPAN 1.355 2.850 LOAD CONDITION LOCATION VERTICAL DEFLECTIONS (INCHES) C+IAP'l.-_ BAY DESCRIPTION DESCRIPTION ACTUAL ALLOWABLE DL_ L DEAD L_OAI) MID -SPAN l l.._ DEAD LOAD MID -SPAN 0. 086 2. 850 LLILIVELOADVIID-SPAN 0. 720 2. 850 I i ro may o*Ts I-)rR-a000 1B NO. 52pzp31 PAGE o0 conozrzow uzo rzow v nrzom- o r crzows zwo*a o l-—D 2 LIVE LOAD MID -SPAN -0.720 Pos-ITT.YEPos-ITT.YE bmE-c-rIO-N-: HORIZONTAL POSITIVE TO RIGHT, VERTICAL POSITI LOAD LOCATION HORIZONTAL VERTICAL MOMENT 0002 EFT LAP RIGHT LAP DEFLECTION D AY DIST. ,FT) MAX. CEO, M B ECIN MAX. UCK 'BETWEENPOIN-TE- LICK DIST. FT) COMB EON UCK CHECK JOI: NO. 529493 PAGE K AT I-O.Tj41 MAX. UCK BETWEEIl POINTS UNITY PAY E)E-3TF . (FT) COMB EON UCK DIST. (FT) COMB EON LICK CHECK D2 1--I -- 0. 7LI28 0. 000 0002 C3. 1-1 0. 7828 0.7823 91 J 2 3. 521 0002 C 3. 1 -1 0. -,- B 21 14. 290 0002 C".3. 1 -1 0-3281 0. 8201 a 1-'4. 2 t) 0 Ono" C3. 1---1 0. 8281 19. 000 0002 C3. 1--1 0. 9846 0-9946 0. 2780 map F 0 R C E S 14 U M 14 A R Y R E P 0 R T NOTE: li POSITIVE AXIAL LOAD CAUSES COMPRESSION IN MEMBER. POSITIVE DIRECTION FOR MOMENT IS CLOCKWISE. ALLOWABLE4 ACTUALSHEAR AXIAL MOMENT(TOP) MOMENT(BOT) SHEAR AXIAL MOMENT A Dls-r corm KIPS) KIPS) (KIP --FT) (KIP --FT) (KIPS) KIPS) KIP --FT) 1 0. 000 0002 2. 244 i ---------- 26. 051 4.57B 4.954 -0. 624 0.000 0. 000 1i 14. 24. 9 2' 50 0002 9 2. 244 26, 051 4.954 3.204 0. 251 9. 0. 000 2. 654 00024. 480 52. 102 9. 156 90B 9115 3. 501 I2e, 500 0002 4. 4se 52. 102 9. 156 9. 908 1. 127 0, 000 7. 167 0. 000 0002 4. 48B 52. 102 9. 156 9.908 -1. 127 U. 000 7. 23. 521 0002 2. 244 26. 051 4. 578 .4. 954 -0. 911 0.000 167 2 14.250 0002 2. 244 26. 051 4.954 3.204 -0. 251 0. 000 3. 581 2 21 . 500 0002 2. 244 26. 051 4.954 4. 57 8 0. 624 o. 00-6 2. 654 O. 000 W E B C R I P P L I N 9 C H E C K S NOTE: EON. WC1 IS FOR OPPOSING LOADS SPACED :,.1.5H, END REACTIONS. EON. WC2 IS FOR OPPOSING LOADS SPACED I. 5H, INTERIOR REACTIONS. EQl' 4.__WC2 IS FOR OPPOSING LOADS SPACED 55H, END REACTIONS. WC4 IS FOR OPPOSING LOADS IEARING SPACED ,'= 1.5H, INTERIOR REACTIONS. ALLOWABLE ACTUAL WIDTH LOAD LOAD COMB114ED UCK BAY COMB LOCATION INC-HEE3) (KIPS) (KIPS) W/O REINFORCEMENT 1 WC1 0001 0-00-00 4. 000 0.509 0.371 0.7291 to WCl---- 0001 28-06-00 ____4. DO 1.017 1.340 1.3168 PLATE GC06 REQUIRED 2 6111:*1 s100 i 2S-06-00 4. 000 0. 50R 0.371 0.7-291 Ui CUSTOMER NAME BUILDER NAME 8/ . ALL LAPS MAV EXIST PANEL rYPE IS RID SLOPE: U/b/12 ION LEFT 0-00-00 EXTENSION RIGHT: 0-00-00 LOADING WIDTH: 2-04- 00 OVERALL DEFLECTION LIMIT: L/120 BEARING WIDTH: 0-04-00 NONE DEAD LOAD: m- osAo LOAD ZL. VE''O,,il)----- wL wzwo LOAD LOAD P L. A., N G 0 -.N A 10 f S: JOB N[). 529493 OVERALL DEFLECTION PAGE 36)T' ! J. t-11 t- tiLl I utlt Ll M I C LIMIT 00.0 L 1.00 0 0 .') 2 WIND DEik'D 1.00, NAME CONDIT*IONS!FACTORS 1 1. 00 DI 1. 00 LL 1. 00 CL CX)02 1. 00 D1 1. 00 Wi_ S 31. # A. P E C_IA-L A R E A L 0 A D S NE-Ai'*l'URE.*.t-lElll_r CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT, LIVE AND COLLATERAL I-OAD-MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS.ZSO. FT. ) LOCATION CONDITION MEMBER TYPE WIDTH START END START END 13AY 1. DEAD LOAD 22-04-00 2.000 2.000 0-00-00 9-00-00DI.._ BAY 2 DEAD LOAD 2-04-00 2.000 2.000 0-00-00 20-00-00DLBAY3DEADLOAD2-04-00 2.000 2. 000 Q-Qu-QQ 12-00-00DLBAY4DEADLOAD2-04-00 2.000 2.0.00 0-00-00 20-00-00 5 DEAD LOAD 2-04-00 2-134-00 2.000 2.000 0-00-00 9-00-00LL LL BAY 1 LIVE BAY 2 LIVE LOAD 20.000 20. 000 o-ooloo 9-00-00LOAD2-04-00 20. 000 20.000 0-00-00 20-00-00 j! BAY 3 LIVE LOAD 2-0-4-00 20. 000 20.000 0-00-00 12-00-00LLBAY4LIVELOAD2-04--00 20.000 20.006 0-00-oo ffo--o()-oo— LL BAY 5 LIVE LOAD 2-04-00 20.000 20.000 0-00-00 9-00-00WLBAY1WINDLOAD2-04-00 28.000 28.000 0-00-00 9-00-00WLBAY2WINDLOAD2-04-00 2B.000 2e.000 0-00-00 2Q-00-00WLBAY3WINDLOAD2-04-00 000 000 0-00-00 12-00-00WLBAY4INDLOAD2-04-00 28. 000 28.000 0-00--or-11 20-00-00WLDAY5L41NDLOAD2-04-00 28.000 28.000 0--00-0— 9-00-00 D E F L. E C T 1 0 N S POSITIVE DiF ECI"ION>_,: VERTICAL - POSITIVE UPWARDS I LOAD COMBINATION LOCATION VERTICAL DEFLECTIONS INCHES) NAME BAY DESCRIPTION' DESCRIPTION ACTUAL ALL.O-W-ABl.._E 000 i 1 DEAD.*L. 1. VE-1-COLLATERAl SPANMID 0.021 0.900 OC1.0 1 2 DEAD-LIVE4.COLLATERAL MID -SPAN 0.189 1300 1 3 DEAD.+-L'I VE+C OLLATER AL MID -SPAN 0.053 2. 0001. 4 DEAD+LIVE+COLLATERAL MID --SPAN o. 1.200 189 2.000 JO33 N1.1. 52?4'i 3 L_OC'ATIOh.1 VERTICAL :DEFL.ECTIOI'd'S t INCHES) PAGE. Ali I I 1 t NAME LAY DESCRIPTION DESCRIPTION----------- 0001 5 DE:<>.D I_IVE+CQLL_A"iERAL_ MID —SPAN 0.021 0.900 0t:)02 1. WIND '.E^,f hJTD-- SAN 035 O. fJO C?:?:' 2 W:L i 11) I? A'F;• tI U--SPAN O. 318 2. 000 3 t4T'ID DEAD MI.D-SPAN O. 089 1.200 0002 4 WIND DEAD MID --SPAN 0002 5 WIND - DEAD I11ID-SPAN 0. 035 0.900 L'.• AI? C7NSJ:T'10114 LOCATION VERTICAL. DEF'Lk: 7'IONS tI!'1CHES) NAME LAY DESC=P,IP"ION DESCRIPTION ACTUAL ALLOWABLE DI._ 1 DE,4D LOAD MID -SPAN 0. 002 O. 900 i DL. 2 DEAD LOAD MID -SPAN 0. 020 2.000 DL_ 3 DEAD LOAD -- ---- MID -SPAN 0. 006 1.200 17L_ 4 DEAD LOAD MID -SPAN 0. O20 j 331__ 5 DEAD LOAD MID -SPAN 0.002 0.900 i._. IYE LOAD MID --SPAN 0. 0i9 0.900 L LIVE L..OAD MID -SWAN O: 16 U — LL 3 LIVE LOAD MID -SPAN 0.047 1.200 LL- —_ 4_-_LIVE LOAD MID -SPAN 0. 169 2.000 LIVE L_OAn MID -SPAN a. QIV 1 WIND LOAD MID -SPAN 0. 037 O. 900 C L 2 14 1«ID LOAD MID -SPAN O. 338 2. 000 WL_ 3 W i ND LOAD h -S A ESL_ 4 WIND LOAD MID -SPAN 0.338 2.000 1 WL51 WIND LOAD — MID -SPAN 0. 037 0. 900 I' I_ COLLATERAL LOAD MIn-SPAN I- 2 COL_)-ATER AL '- MID -SPAN 0.000 2. 000 C; 1._ 3 COi_l._A'T'ERAL LOAD MID ' 0. 000 i. 200 sal COL. L.t1l-ERAL_ SPAN I I'! Cl-. 5 COLLATERAL_ LOAD MID -SPAN 0.000 c 0. 900 S U P P O R T R E A C T I O N S# POF; T'J-IVF DIRE(,TIONS: HORIZONTAL POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE L_(" h421 LOCATION HOR:C.ZCJNTAL VERTICAL MOIh1EhdT s: BAY DEScf?I PTI01\1 KlPS) {KIPS) (KIP -FT) O. I, OC;, J s i LF_F'r END 000 CO- 1 LEFT END 0. 000 -0. 058 0. 000 Cit01 2 LEFT END O. 000 C?. 671 0.000 i 0.2143 ronoso * ALLOWABLE AXIAL MOMENT 0 D 3 oA 'Y' arsr 4 F"T I ConB JOB NO, 529493 SHEAR A,%'l AL_ MOMENT(TOP) MOMENT f4OT) _S 41EAR -AXIAL- MOMENT EQ1N. WC3 IS FOR OPPOSING LOADS SPACED ,'=1.5H, END REACTIONS. H Q N. WC4 IS FOR OPPOSING LOADS SPACED 5H, INTERIOR REACTIONS. EQVATION COMB L-OCATION 4INCHES) (KIPS) (KIPS) W/O REINFORCEMENT mo NO. 529493ma PAGE GOVERNING LOAD CODE: 2001 Florida Building. Cod,e PANIEL TYPE: KIRRY RIB 0.000'KIPS For Seismic 61. 8,-Oi.KTPS For Wind NOTE:, W.11',ID FORCES ARE NOT REDUCED. lnt z one Cb'L ff: From Ba,ck Column Strut For A 3.on Action 000 Wind JM3 NO. 52941-9311k, Ft 0 0 F 'B R A C I N G S U M M A R BRACED DAY SPAN (KIPS) (IN) LENGTH TYPE 1 O. CableIf0.2500 29-01--to PAGE 3 21 2 0.000 0.2500 34-01--09 Cable tD. 0. 000 0. 000 0.2500 0. 2500 28-07-07 311-01-09 Cable Cab le p 3 JOB NO. 529493111B PAGE 4 , J.-4 P N1 A P Y t-- 1-11-1 tj P v- I hm ME— BOX 3c-C) PORTLAND, T1141 371 18 C-UERTbMER ADDRESS: SANF ORD', FL. - sub -4- R -UPE-S I - I . . ! BUILDER ADDRESS LONGWOOD, 'FL. i. i. B A C K SIDEWALL.-BRACING DF-.SIGNRREPC.JRT* 1141 t. GOVE-RNING LOAD CODE: 2001 Florida Buildinq Code D LOADS INFORMATION: Designed As Enclosed St TU C t U re CC C U P 8 T-1 C y F a C tor: I Ba5iE 6oad ia- -15 p S f: Ed'ge 4 Strip. Width' 4-01?-10, Kl: NA -K2i N INJA Kzt: 1.00 BRACED DAYS 2 r.Rh-a-iJ4- T p(q JT.'Qm I'lip'l iTnt—-p flnL f_E Cj- pnd DIAPHRAGMCAPACITY0.000 KIPS For- Seismic p,S or. Wind 2i PROVI 72 23 21 7 2a 30 3 1 32 33 34 35 m 3/ 39 RII)^ 1 Ii L'_v*.._._._..._._._...._..__..____.. t.._.._..___......_.._.__.__ ST9PIER—Nf'o-ftFE i fil'E Mr(+!'cY Pim i' F' i 2 3 8 DE-R--{•dF+kl€--- N.O. DOn,, 13 'PORTLAND, TN -3-71 el l CUSTOMER ADDRESS: SANFOR Di: FL. BUILDER ADDRESS LONSWOt]D; FL. t -- 3F : F#3F,t.... +#3h i+##?+:iF##########;f#######it:h:+'f3h##3F=+..#:+.p.#=}-*.#.;+####'.}###'.f#:t F R 0 1\1 T SIDEWALL D R A C I N G D E. S I it? E#sF #•'f.. G N R E P O R T' a ; i 1 LOAD CODE: 2001 Florida Duildzng Code> GOVERNING1:: E=ffi3:i:,l l i_OADS INFORMATION: I7esigried As Enclosed Structure OCCupane_ y Factor: I i rru Ed—` ge Strip Width: 4-09-2C K1: NA K2: NA tor— Eti6 E xrr ctr B K3: NAI z t : 1.00 BRACE- D BAYS An i 47so 1 51 F 53 I 7C 551 56i73 7 I' l~| JOB NO. 52V*'73noF'n 4- - LEFT ENDWALL DESIGN REPORT-m GOVERNING LOAD C-ODE: 2001 Florida Building Code Designe d As Enclosed Structure W i n d: Basic Load: 1B.45 PSF Speed: 110 MPH Ifnportanc'e Factor: 1. 00' Exposure: B DESIGN END BAY ED'IZE: 14-03-00 COLUMN SPACINGS FROM BACK SIDEWALL: DEFLECTION DEFAULTS: GIRTS L/240 1 BEE. NONE 20-00 LOADING CONDITIONS: NAME DESCRIPTION COLUMN DEFL. LIMIT RAFTER DEFL. LIMIT SWT Self Weight DL Dead Load 40 a. .-...o,,_. ,•. 40I3 hlfa. 529493I"fLFfi PAGEi. IIIs'r T T:"it:fc: NAME DESCRIPTION C OLI,MN DEFL, LIMIT RAFTER DEFL. LIMIT I WR Lang. Wind R n i WL2 Wind I_ef?. :_ Y L4.1 FACADE LIVE L12 FACADE WIND u LOADING COMBINATIONS: OVERALL DEFI....ECTION LIMIT 0001 DL+LL+C L 1.01.O 5 7 0'10.4 DL-.+. i 5, L._i._-?-rL.->-LJ!-.1+GLJP) 1.00 e 010o Ia_r. :'E`•C!_L_+C!_.+!;L.2+GW5? i 1.00 a - o 0114 DL+.75CLL+CL+WL2+GWP) i : oo: 0115 DL+.75CLL+CL+WR2+GWP? 1.. OQ' . 1 DO 013c) DL- . 75 (L._L_+Ct_.+WF2+GWS) 1 . 00 J 01.35 DL+. r''5(I_L+CL+WL+GWP? 1. 00 s 0159 . 6DL+L4LI+GWS 1. 00, , 7 0160 . 6DL•+WL 1 +GWP e 0162 6DL.+WR+GWS 1. 00a 01.63 6DL+WL-.+GWP 1. 00 fin 6LL=+J6.c.,tE t nn a 0165 6DL+WL2+GWS 0166 61)L+WR2 +GWS 1. 00'' ny6_7 fs 0168 6DL.+WR24-Gt4P 1. 00 4000 D!_ t l_€_+C!._+L_1 9• 1 . 00 NAME CONDITIONS/FACTORS f 0001 1. 00 SWT 1. 00 DL_ L. Ui? LL 1.00 CL 0100 1. 00 SL4T I. 00 DL_ 0. 5 LL 0. 75 CL U. 75 WL1 0. 75 GWS S't n 79 t I n 75 r'1 n r III 'I 7S r'LIP 5 01 _s8 1-00 SWT 1. 00 DL 0., 75 LL 0. 75 CL U. 75 GWS O. 75 WL2 s oiog Ot. 75 LL 0. 75 Z) CL C 7S rWP I' LL-_i^L?O--Lt_-- 1-_Oil SWT -0 7 rij 0?5 L!iz 01' 1`: 1.00 SW'T 1. 00 DI_ 0. 5 LL C. 75 CL 0. 75 GWP 0. 75 WR.2 0129 1.00 SWT 1. 00 r;d_. 0. 75 LL u. 75 CL 0. 75 GWS 0.75 WL t t n -rS rf n c, nttc r 75 WR le 0 1351 1. 00 SWT 1.00 DL O. 75 LL Cl. 75 CL< 0.75 GWP 0.75 WL b 0136 1.00 SWT 1.00 DL 0. 75 LL 0.75 CL 0. 75 GWP 0.75 WR 7 1Ci':r Ni. ' !Gr'1°i 0159 D. b0 i147 0. 60 DL 1. 00 WL1 I. d(7 GtJS t--f-ttt-1--1-FFc-+ W p------ 016:1 C•. 60 :a1+1 0. 60 DL I. 00 GtJS i. Ot; WL 6 StJ I 0. 60 DL 9 001 I43 y 110 I 0164 0. SO SWT 0. 60 DL 1. 00 GWP 1. 00 WR 0165 0. 60 SWT 0. 60 DI._ 1. C10 C-WS 1. 00 WL_2 0 16 7 !? 6C, SWT 0. 60 DL 1. 00 GWP 1. 00 WL2 016 G G. 60 SWT 0. 60 DL. 1. GG GWP 1. 00 WR2 4001 O. 60 SWT 0. 60 DL 1. 00WL 1. 00 L1'2 CeNf..- ENT!?A EF? 1- 1EASURE=_111EINiT CQNVFN i IC)NS: CONCENTRATED LOAD MAGNITUDES ARE POSITIVETOWARD THE RIGHT, POSITIVE DOWNWARD, E0 E) r_ 1 10R 1 AND FOSTTIVE CLOCKWISE FOR I90I9Ei+tTS; CONDITION MEMBER L11. BAeK TYPE KIPS) KIPS) B 9Ei8 KIP -- FT) HORIZONTAL, VERTICAL v.- - L11 FRONT CORNER SPACE LOAD 0.000 2 00,0 6 969 C) 000 C nrs 2- 00-00 1Z- 00 89 11- 00-0Q L12. BACK CORNER i SPACE LOAD." 0.000000 O. QGQ 2-0G-00 11--00-00 L_ 1I LJ7:ND COLUMN I ` PACE LOAD 0.000 2.000 0.000 2-00-00 1.1--00-00 L_ 11 W'IIND COLUMN' L SPACE LOAD 0.000 2. 000 0. 000 2-00-00 11--00-00 k_ 1 1 W474140 GG3 . , N E n 1- 11 WIND COLUMN 4, SPACE LOAD 0.060 2.000 U.,GQO 2- 00- - 2700- 00 11-00-00 WIND COLUMN, i SPACE LOAD d00 O. ' 2 000; O. 000 , 2-00-00:"- Z1=GG-00 L1,- t L1, 2. WIND COL',JMN 3 SPACE LOAD 0.000 2. GGG G. 000 2-00-00 . 40 op 11- 00-00 i._' 1 ' WIND COLUMN 4 SPACE LOAD 0. 000 2. 000 0. 000 2-- OG-r3Ci 1 '1 -00--Q0 AREA LOADS: MEASttREi# T tNt EhFFPf3N'1 sy AREA LOAD LOCATIONS ARE MEASURED POS:I.T'IVE UPWARD AND POSITIVE TO THE RIGHT. DE\ AD, LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD CONDITION MEMBER. LOAD TYPE LOADING WIDTH MAGNITUDE "( LBS. i:SO. FT': ) LOCATIOPf----- w START" R END START END 59 DL BACK RAFTER R DEAD LOAD 14 03--GG ' 2.000 000 0-00-00 35-01-07 61 DI._ FRONT RAFTER' DEAD LOAD 14--03--00 2. GGG 2, GGG O--GG-OG 35-G1--07 13 t--E3A<3K RtkFh- TE LLFRONT RAFTER LIVE LOAD 14 3 -0-0020.000 u 20. 000 O-dG-dd 3S-a1-G7' WL BACKRAFTERWIND -LOAD 14- O.3--00 26. 05Q, Z6. O50 0-00-00 35-OS-r,7 WL i= RCNT RAF-I"ER WIND LOAD 9-07 C.3 2. ,5d 9 2.750 o-GO-GU 5-G1-tj7 X 71II OB NO. 5294931'IBFR PAGE %, 0 1* T MEMBER TYPE WIDTH START END START END WIND 1 -1 -03-Gp J a 150, 30 150 0-- cL0=-C[0-- t 4 L. I BA'K R A FT EIR WIND LOAD 9-05-06 19. 920 19.920, 30--y2-06 35--00-00 WLI SACK R,%FTER WIND LOAD 9-05-06 23. 610 23. 610 0-00-00 4-0,9 --- IQ R WL I BACK RAFTER WIND LOAD 4-09-10 23.'6.10 23.610 30-02-06 35-00-00 WL I BACK RAFTER WIND LOAD 4-09-10 23.-610 23.610 4-09-10 30-02-06 23 d.10 23 610 4- )9-- WL I FRONT R? -% F - FE- R WIND LOAD 4-09-10 23. 610 23. 610 4 -- C', 9 - 10 30-02-06 WL I FRONT RAFTER WIND LOAD 05-06 19.920 19. 92o 30--02--06 35-C 0-00 RAF - TV WiND, LPA 22 1 Q 13R WL I FRONT RAFTER WINDLLOAD 051-06 719. 9 20 6ib, 19: 920 4-09-10 30-02-06 WLI FRONT RAFTER WIND LOAD 4-0i9-10 23. 23.610 30-02-06 35-00-00 16 23 1,10 n W' L2 BACK RAFTER WIND LOAD 14-03-00 7. 010 7. 010 0-00-00 35-00-00 j 18 14 L 2 FRONT RAFTER WI ND I -DAD 9-05-06 19.920 19. 920 4-09-10 30-02--06 FROWT RAF TER I.;,-, NO LOAD Q;:- 9;71 7t5-00-00 20 WL2 FRONT RAFTER WIND LOAD-:9-o5-b6 6 23,610 0 - 00 00 4-09-10 zi WIL2 FRO INTRAFTER WIND 69 10 23.-61 0 23.610 30 -02-06 35-00-00 ROWT RA:TER WIND I QAD A 10 22 611) 0-00-00 22j WL2 FRONT RAFTER WIND LOAD 4-09--10 23. 610 23, 610 4-09-10 09- 10 30- 0?--06 24 WR B A C. K RAFTER WIND LOAD 14-03-00 10. 150 10. 15 0,DO-clo 35-01-07 5 BAC' K ran r>'c tdINLI I n A n 0-(-, nl- 79-10 950 Q-00-00 9-01 3 -27 26 WR FRONT RAF -TER, WIND LOAD 63-00 050 0 -00-00 35"01"07 27 WR FRONT RAFTER WIND LOAbl' 9-07-03 7-010. 00Clo 35-01'07 2.8 BAC14 RAFTER MD LOAD I RZ n 7 WR2 WR2 BACK RAFTER 13ACK RAFTER WIND WIND LOAD LOAD 4- 09- 10 9-05- 06 23. 610 23. 23. 1 6100-00-00 4-09--10 610 23. 610 0-00-00 4-09-10 31 wR-: RA4 V RAI:-TER W T Nill I [JAIN cl- 4()- Q2--OA 32 WR2 13ACK RAFTER W I ND LOAD 4 -69 loll 7, 7: 23. 610 23: 610 I Q 30-02 66 3323 WR2 WRBACK RAFTER FRONT RAFTER w I ND IIND LOAD .' OApl f4 7 01.0 4-69- 10 30-02-06 34 35 36 C! CL BACK RAFTER FRONT RAFTER COLLATERAL COLLATERAL 14-- Ct3- 00 14-03- 00 3. 000 3.000 3.000 3.000 0-00-00 35-on 35--01- 07 35-01- 07 4 4' 4 36 SPECIAL CONCENTRATED LOADS: 19 S CONVENTIO1, 12- 41 SPACE LOADS -- LOC.ATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO TH E RIGF H, 42LOAD MAGNITUDES ARE POSITIVE TOWARD THE RIGHT, POSITIVE DOWNWARD, AND POSITIVE CLOCKWISE FOR MOMENTS. InT LOAD CONDITIOINMEMBER TYPE HORIZONTAL., KIPS) VERTICAL KIPS) MOMENT KIP - FT) HORIZONTAL LOCATION ----- C---- I VERTICAL511 SIDS zCK: f RN EIR SPACE LOAD 0.060 0,000 0. 000 0-OC 00 10-00-00 ei 18 G, 114 S WIND COLUMN I SPACE LOAD 0. 26:1. C1.000 0. 000 0-0(}--Orj 10-00-00 49 JZRAC 2 CAD Si 1 10 GWS WIND M COLUN 2SPACE LOAD,, 0.137 O. 000 0. 000• 0-00-00 10-00700 5 GWS WIND COLUMN 3 SPACE LOAD 0.348 0.000 Cl. - 000 00-00 0 10-00 00 RAc- 0nop. o ()OQ 53 1 q JOB NO, 529493tlSFR p AGE 2 0 D I T I ON m EMBER TYPE KIPS) '(KIPS) (KIP -FT) HORIZONTAL VERTICAL WINn Cft:-tMft,- el. 8-PACE LOAD 0. i97 e.eee 0. 696 GW 4 FRIONT CORNER SPA( --a- LOAD 0. 060 O. 000 0. 000 0-00-00 1.0-00-00 2ACIX, COR1\1E.R' tUP-- wiNE) eaLui-im i SPACE spAeE-t=e, LOAD 0. 049 0. 000 0. 000 0-00-00 10-00-00 GWIP WIND COLUMN 2 SPACE LOAD 2 a 6 a. E) 0.412 0.000 1 0.000 e G e 0-00-00 12-04-00 GWP WIND COLUMN 22 SPACE LOAD 0.125 01.000 0: 000 0-00-00 10-00-00 SPAe-E LOAD 19. Ri 21 e. eeo 19. 9eq De ee—l-a Ge—ar GWP WIND COLUMN' 3 SPACE L. 0 A D O. 412 0. 000 G. 000 0-00-0,01 12-04-00 c-WP WIND COLUMN 4 SPACE LOAD O. 179 0.000 0. 000 0-00-00 10-00-00 FR e-ORNE'R SpAeE LOAD 049 eE)9 0 f. R T L 8 0 13 1 pq (3 eONL4lfi N 'El. 9 0 NAME DESCRIPTION DEFL. LIMIT WS 'i, t. Willi2 GWP Girt Wind Pressure 4 M C:. 13 Mem Con Wind Suct M-e m e. U W i F. d P. 7 LOADING COMBINATIONS: NAIIE DESCRIPTION FACTOR LIMIT al SU il-11 Go 0004 WL ---> Pressure N*IfE- GONDITISN 1' 06J. 4 00 03 1. 00 GWS 1. ')o hJCS de,a4 1. 00, 4P i. &Ea) ilkP 4 1 S U M P! A R Y R A'F, T E R-hi-T.EFF2—ARE W-FE:ERED FROPi BAEiK-5-DEWALL 54 DESIGNED SECTIONS LENT>Tll LIBRARY SHAPE UNITY C H E DEFLECTION 611 2. 13R 1 34-01-07 W8X10 0.7025,' 7461 70 12 JOB NO. 529-'693M1`FR PAGE MEmIs,-R L_EfllGTH. LIBRARY SHAPE CHECK L,'XX) NrF"r':3h( AR CL!NNECI-I<`1NS OUTS I DE ---- __ _ INSIDE ,> SHIP. PIECE END.------ PLATE ------>' BOLT CON. NO: STIFF. <_--- MOMENTS CON NO. STIFF. ._ — MOMENTS --- SOL r L TYPc r-ni T-' Tt-LCK DES IGPI f CT.UIiL—_ ER 1 2 7. 517 5. 000C) 0. 3750 O. 50c.)0 C 2 0.0000 7. 612 =. 300 C 2 0.0000 —7. 612 ---2 077 W E B S T P F FE.N E R S' LEFT ElJDWALL i — SHIPPED PIECE_ WEB STIFFENER _—r------------:> LENGTH WIDTH THICK.; ENGTH 1 OCATILIN Thl:\` 1 Tt\(.\; CM F, R 1 34--01-07' I 0- 04-06 7.5000 1.8125 0.1900 2 7 500 1 F31 5 O 90 B— OC-00 7 5000. i.9125 1400 2 28- 00-13 ' -' j,.. 5000, 1: 812.5 Q 1?00; 2 R — - 26-- 01-07 7.5000 1.6125 0. 1.900 2 33-- 09--1. 1 5000 1. 8125 0. 1900 2 4•• 3c•##;Est##•#F#•rt#•ttit#atst•n.#•sF'##"#-1a•#•####.# ###-•.at3r### iF########.##•? F#4F#####iF##3F-;F##JF##;t###?F######?F### DESIGNED SECTIONS: OUTSIDE FLANGE WEB INSIDE FLANGE UNITY DEFLECTION MEMBERLENGTHWIDTH : THICKNESS SDEPTH X THICKNESS WIDTH X 'THICKNESS CHECK L; XX) COINER 11-01-00 We, 0. 5898 1138 COL11i-09-00 WSX10, 0.7553 2183 i C:':! L_ 3 7.::3-OS—C?O WSX 10 7F34 2161 6 I. dBX.L('' Cl.7553 2183 71 T J yJOBNO. ); 52? 3h'iGFR PAGE'.' h•tLty';__I I5 I"L= I , 14 14 f [l-•I,i AI 1 4. 2aiTItiE DIRECTIONS: HORIZONTAL. POSITIVE TO -RIGHT, VERTICAL - POSITIVE UPWARDS,' i10NIENT POSITIVE CI_•OCIE.tiI:SE LOAD COMBINATI`SN HORIZONTAL - VERTICAL._ riDtlEiJT MEhIDER NiMF DE;.S;-R1.PT'Ii'1\1 KIPS} If'S) KIP-F -: T) CORNER 0001 DL+LL+CL 0. 665 0. 000 CORNER0001 DL+LL+CL 9:'000 0. 665 0. 000 G6-W-,-04ER 0100 0 oniq 0 CORNER 0100 I_.+. 71: (L.L-FC1...+WL_1-FGWS? 0.004 0. 110 O_nc)n 0.000 CORNER 0104 DI_+. 75(L L-+CL+WLI+GWP) d. 004 0. 110 0. 000 CORNER GTOH DL+. 75(LL+CL+WL2+GWS? ` O'005"4 O. 608 O. 000000CORNER0108DI_+. 75 (LL+CL+WL:,2-+GWS) O. 004 O. G80 O. C-OR-NER 010V AL+ 754f ! rt rl.ic < 0 004 Q A 49 CORNIER 0109 DI_,+. 75 (LL_-FCI_+WR2-FGWS) 0. 004 0. 677 0, 000 CORL':I,-R G' 0 a 0114 I)L_+ 75(L L+CL_+WI__2+GWP) 0.004 0.608 0. 000 o: 2i-R 7 5 ', CORNER 0115 DI-+. 75(LL+_CL+WR2+GWP? 004.'d. 249 O. 0d0. CORNER 0115 DL+. 75(L•L+CL+WR2+GWP) 0.i0d4 - 0.677 C-onRtR f =R 0129 0.000 1 CORNER 012? DL+. IS i L_L-+CI.. + WL_+GWS) 0. 004 0.:360 0.000CORNER0130DL+. 75(L_L+CI_+WR+GbJS) 0.004 0. 33 cjD4:1 01• '10 nl + 7 s r I 1 .+r l t IR- rZtwS 0,000 Q. t;[fi yCORNER0135DL+.'75 (LL+CL+WL+GWP) O 004 O. 229 CORNER 0135 DL+. 75 (LL FCL+WLtG1JP) O. Op4 • Q 360. G. 00c) O: 000 CORNIER 0136 DL-•+. 75(LL+CI_+WR+GWP) 0.004 0.208CORNER01596DL+4JL_:L+GWS 0. 0061 0.000 0. 476 G. 000 CORNER 0160 6DL+WL1+GWF d:005 0.476 CLRNER 0160 6DL*WLI+GWP 0. 000- C 0; d04 I, CORhJER 0161 6DL+WL+GWS 0. 006 0. 143 0. I CORNER C) i 62 6DL_+WF?+(:,N f {j 0.006 0. 171 000 0. 000 C CORNER 0163 bDL+W! FGWP Q: 005 0. 318 CORNER O'163 6DL+WL. 1 t'iJP d. 005 0. 1 O. 000 i Cn r 43 O. 000 I CORNER 0164 61)L+WR-FG'WP 0.005 0. 345 CORNER 0165 6DL*WL2+GW S 0. 006 0.1138 O. 000 t : f;'• ±;' t,iti.l +1!L l,I% 0. 000 CORNER 0166 i. 6D3 +WR2+GWS 0 PQ6 0. 0106 0. 424 1 CORNER 0166 6DL_+WR2+GWS 0.006 0.280 O. GOO L113tlER 01&; 6DL+WLI+`-1,1 0.000 CORNER 016 7 6DL_+t•,l1._2+GWP 0.005 0. 516 n Ono COFRINER 0169 6I3L_ WR2+GWP G. 005 0. 000 SAL+-Wk,,Q_z49-- i?. 424 O. OGG s n 4000DL+LL+CL+.LII O 361 cm(-) CORNER 4000 DL+LL+CL+L1 Z d 2. 665 0, 000 3' 6Z 2. 665 0. 000 J JOB NO. 5294931'lBF• R PAGE Is'.L.,DIN HORIZONTAL VERTICAL MOMENT p 7 GL 3 318 0.000 L_ - L U1 O. 000 6.603 U. 000 e ti:ii_ 2 00. 1 DL-+L.L-CL 0. 000 5.961 O. 000 n C.0L 4 0001 DL+LCL_L+ U. 000.. 6.603 O. OUO COL10100DL+-. 7 5(LL+CL+WLI+GWS) 0. 125 1.087 0.000 t; D.i._. i 01t0 t)L.+ 7'r;LL .,L.rWt_1. FGt.JS> 0. 094 1. 0. RL C) U0 DL+. 75-LL'•-.,L.+WLA---,7WS) 25 111 000 COL 2 0104 DL+, 75(LL+CL+WLI+GWP) 0.0816 1: 111 O. 000 COL30104DL+.75tLL+CL+WLI+GWP) 0.086 1,111 0. E t_ ! 7 5(tt_ a Et txl 000 7 LC.L 01Oi DL-F751,'LL1-11L WL_2+GiA!S) 0. 125 b. 403 A e i; t.! L.. 2 01 ULl DL-1. 75 ( L-L+CL-+WL--'+C:WS ) O. 094 b, 232 O. 00U O. 000 p COL 4 0106 DL-+-. 75(LL+CL+WL2+GWS) 0. 1.25 1. 164 COL 1 0109 DL+. 75(LL+CL+WR2+GWS) 0: 125 1: 177- O. 000 0. 000 3 COL 3 0109 DL+. 75 (LL+CL+WR2+GWS) O. 094 b. 150 COL 4 . 0109 75 i L.L+CL+WR2+CWoS) 0. 125 6. 416 0.000 nDL+. i' Ef . 75CCrCTT9Y Sy L I- i 0. 000 j COL 2 0114 9. DL+, 75( LL+CL+WL2+GWP) i ql' i O .096: 6.-232 F COL 3 0114 DL+.75(LL+CL+WL2+GWP)` 0.,066 0:794' Or 000. O. 000 OL_ 1 Ui 15 Di_-'-. 75 (L_L+CL+WR2+GWP) 0. 114 1. 1,77 AA COL i 01 i 5 DL.-F. 75 ( L_L+CL+WR2+GWP) 0. 086 0.712 0. 000 t£F-- 3--tri-fib- 0. 000 C•OL 4 0115 DL+.75(LL+CL+WR2+GWP) O 6.416 0. 000 COL 10129DL+,75(LL+CL+WL+GW5) O 1 5 1; 219 0. 000 COL 3 0129 Dt-+ 75(LL+CL+WL+GWS) U..094 2.697 C )L_ et 0129 DL.-1-. 754 LL+CL+WL+GWS) 0, 125 0.000 2. 816 0.000 COL 2 0130 DL.+•. 75(LL+CL+WR+GWS) 0.094 2.72`2 OL 30130DL+. '75 (LL+CL+WR+GWS) O. 094 O. 000 1.051 0.000 COL 1 01315 L+ 75 (LL+CL_ 1-WL+GWP > O. 1 14 i. 1. 219 000 C: G. R.- 0135 BL+. 7V (L_I_+CL.+bJL+C)t+lP? 0.086 0. 00U 1. 027 0. 000 s° COL 4 0135 BL+. 75(LL+CL+WL-FGtJP) O. 114 2.916 tl COL_ 1 0136 LL+. '75 (LL+CL+WR+GWP ) 0. 114 .k 2. 812 0.000 j 0. 000COt_ 3 0136 L)L.. 1-. 75 (t_L + C!- +WR+G!-•dP) 0. OB6 p 1. 051 9--400 COL 4 0136 DL+. '75 ( L_L+CL.+WR+GWP ) 0. 114 0. Cr00 itiL-0. 1.215r000 COL 2 0159 6DL+WLI+GW5 O 125 4. 280 COL 301596DL+WLI+GWS O 1.25. 4.280 O. 000 0.000 r S I( 71 r S' i 1 DAFE-: j01.3 NO. 52949:74MFF-P rt UAT) UUMU]. NAT ION HOR I ZONTAL VERTICAL MOMENT T fc 2 COL 4 0159 6DL+WL.I+GWS 0. 166 4-?39 O. 000 C 101 L. 0 16 1) 6 DL - v W'L I -;- G W P it. 114 4 sRav Q 00 L - 3 C' ! 6 6 DL +- WL I + GWP G. 1 14 4, 280 0. noo 4. 2eo U. 000 COL 1 0161 6DL+L4L+Gi4S 0. 166 4. 764 COL201616DL+WL+GWS 0. 125 4. 392 D. 000 G. 000 COL 4 0161 6DL+WL+GWS 0. 166 2. 633 1. 0 162 6PL+WP+GWS 0. 166 0. 000 2. 639 0. Cloo COL 3 0162 6E)L,4-WR+(,-WS O. 2 5 4.359 COL401626DI-+WR+GWS 0.000 0. 1.66 4.769 0.000 C. 0 L 016^3 COI._ 33, 0163 6DL.+WL+GWP 0. 114 4.392 0.000 0. 114 2.164 0.000 COI_ 1 0164 6PL-4-t-JR-1-GWP 0 D00 COL 2 0164 6DL+WR+GWP 1, 52 2.639 0.000 Q. 114 2.131 0-0001 2 L 040164 6DL+WR+GWP ono 3 C OL 1 0165 61)L+WL-2+GWS, U. 152 4.769 0 , 000 QQi65 L - A)Dt 4=1J, 2-al'w 0. 166 2.149 0.000 COL_ 3 0165 6DL+WL2+GWS COL 4 0165 6DL+WL2i+GWS O. 125. 4. 702 0.000 P 166 4.837 0.000 0166 6DL+ WR2-+GWS 4 Pvn COL 3 C', 16 6 6DL4-WR2+GWS 0.125 4.811 O. 6JD-L-. EW-R _D- -.:L c, i i S 0. 12-51 2.439 0.000 COL 1 0167 6DL+WL2+GWP COL 2 0167 6DL+WL2+GWP 152 2. 149 0.000 i:z bpi WL- 11 , 4 2.548 0. 000. COL 4 0167 6DL+WL.2+GWP L 000 CUL 1 0168 ODL+WR24-GWP O. 152 4. 937 U. 000 0. 152 4.820 0. 000 COL 3 0168 6DI-+WR2+GWP 114 0 000 COL 4 0168 6DL.-.+-WR2+GWP O. 114 2. 439 0. 000 Q_ 52 2. 166 D. 000 COL 24000 DL-)-LL+CL+Lll 603 D. 000 COL 3 4000 DL+L.L+CL+Lli 0. 2? E3 7.961 0. 000 4 4CM( I 1 +1 1 0.298 0,340 7.961 0.000 col 1 4001 06'.,L+WL.+LI2 B "'C-3 COL 2 4601 0.6L'L-IWL+Li2 6.764 0.000 0.29e 6. 392 0.000 COL 44001 0. 6DL--)-f,'L-4L12 Lln 4 0 000 0. 340 4. 633 0.000 PA. GE . S. V 14 M A R Y G 1, R yFrrfrta T ^' D E S I G N# a IRFS ARE BY-1`RANI.L-:l"> GIFiI" C>EF'"FH: 8. UU IN B3 "11`z NUMBIERED FR(Jm :?ACC SID.EWAL_L) i a BAY 1 SPAC ING: 9- 0 6 v 0 fi 'NO GIRTS ?HIS LAY 11 17 OPENING 1 MEMBER LENGTH SECTION DEFLECTION MAX UNITY GWS WIND INTERIOR COEFF - GWP WIND COEFF ZONE EDGE STRIP ALL ZONES IJ p a Header 8-0 2•-3/F3 C 16, GA L/9995 0. 067,1.''101 1.303 z i. O1i n ELF...... C'•d GA LEFT L.1P SPAN RIGHT LAP DEFLECTION MAX UNITY IPJTERIOP, ZONE EDGE STRIP D eel -F _ —; 19 L - . i GP ALL ZONES OPENING I 963 . GW8 WIND COEFF --- - y GWP WWIND COEFF 1 AY rOCI€ 1eDder 20--0 3/3 C: 16 GA L/6S6 0. 568 0. 99i s. 0.901 16 BAY - 3 SPACIINIG: 12-0 ELEVATION GA LLEFT LAP LAP SPAN RIGHT LAP., DEFLECTION MAX UNITY GWS WIND INTERIOR COEFF - -. GWP 'WIND COEFF __ b ZONE EDGE STRIP/ ALL ZONES. IlES a q 12-=; - 1 c, 1-2 12--0 I -2 L / -9999 0. 077 1,062 i! 0.972 1 2 MENDER LENGTH' SECTIQN DEFLECTION MAX UNITY s WIND INTERIOR ZONE EDGE STRIP41 GIJPAWd- Z aNEs r .. 5 6 vAY 4 SPACING: ' 20--0 I.i I 2 c.. c_r_-vrrr-_ jT_yTrIll GWS WIND COEFF ---- > ;_— G WP WIND COEFF —'> i ?-4 16 1-2 13-0-3/16 0-O. L/424O O. Y03 1. 051 Al I z a( 0. 96I sil OPENING 1 ii i`1L-IiBER LENGTH SECFICi1V llEFLECTIOIV MAX UNITY GWS WIND INTERIOR ZONE COEFF - - GWP WIND COEFF EDGE STRIP ALL ZONES sl Header 2Cl-p 2-3/8 C 16. GA L/686 0.568 0.991 56 0. 901 sP-A Ida?-4- _ 5a C•lO 4•IRTS FI-IIS b'-rY .kh. o, 61 62 67 I MEMBER LENGTH SECTION- DEFLECTION MAX UNITY INTERIOR ZONE. EDGE STRIP 1 ALLONES 71 v 721 . II PAGE-- n-.-N-—...-.=.{-m.....T. ...---..-.w,-.o-r-.,.....-- — 3`?C+ r, r „r,(, r:•: i ._.7 i RI I i.E`'._kf)`F ) L C3.Ji'sISL'Lytl .,'r tZ.ZIJF i J. , z - > F''-it;"-__r.ND: TN 3. 14El ! CUSTOMER ADLIRES i SAN( ORD, FL. IItJILDER ADDRESS LONt'WpOD 'FL. ! I t: t: #Yr #•R•i: '.t-.Y C: ##ic###ii•t=###=1F#R:•#=####+: iF## — — r t L.. E F T E N D ba A L L II R A C I N G D E S I G N xR E P O R T t: e GOVERNIM LOAD CODE: 200,1 Florida Building Cod-t. S., N ' U"IDS ilq}i:?P?!"IATIC]1"ii Designec! r4s Enclosed Stru.cture y„g'•D % OCCLJpan C.y Factor: I , w., Edge Strip Width: 4-09--10 K1: NA K2: NA iBf vY.-y-4E:41-Y' O L K3: NA Kzt: 1.00 L??f;ti-x{Ir__-F Er n--,=•. -. ^ _t, 3--F e r 'G h 4 ^ 1-1-, a t i c+n h a s 3' i. n ; a ' -i g--a y -'ke m s a APFi...IED SIDE::t•dALL L.f7AD: 0. 000 KIPS From Seismic 1. 960 KIPS From blind s I DATE: i2.5-`,pR-2o03 JOB NO. 529/4-93euF s_________ PAGE z oeoY'BuzLozme SYSTEMS, INC _-- s m ouz se-m m p o oox o o ponr m r u or a / uuarom n bon 0-SAwronc''F` ' - sumsp moreuczuass BUILDER Aoonsoa LowGw000. FL. DING DESCRIPTION: Back save Height: 18-00-00 Front Eave Height: oau a no mo Back Roof -ao-n-e- ---1.-m-o-o-/-1-2 F-r-o-n-t z --n-u—o/-z2- ---'--- n-o—o-* --a-l-o-n-e- anac»o op-o-o.p.zo-o oso om-o oa-zw oew rzow+ Dead: 2.00 poF Col za+=raz: o.00por occuna6c« Factor: ^ L i"e: 20.00 psF with Tributary Reduction minimum Live Lo'' 12.00 TABLE OF CONTENTS: Frame Design nou* Design ROOT Au n-oo xIw* --zvnusu e_a__-_ Kzt: 1.00 Pages Front oi«emao- Pages _ ru' e °1 oes"^ Ra ne a_ Pages ' L.0rO. pages I J_ffro To Withstand The Wind I Specified For The Design OF C. 1pa en s rid e.% signed, 1 This Design Extends Only For The Loads Speci?ied On Kirby 's Purchase Order As Applied To --------------------------------- Components Of _ Building ~~~^",~, And ,>=``a"e" By Kirby And Erected In 1 Kirby Designs in Accoruance With The Design provi.sions Of The 19e? Azoc Specification Specification For The ~~~^°. .. `.^.-,",=°" Steel =xru tl Members, The Low Rise VINA Building SystemsAndTheAISCSteelDesignGuideNumber3 -- Serviceability Des-ign- Cons idenatimns.Fon Low- R ism.aui-Ld-1 A Note That Kirby's Engineer Is Not Acting As The Engineer Of Rwcord For This ConstrucUon Praj ec t -Amd-Ts- Nat- Reap ona.ib I.e.- Building System. n~ -. 4-'- 5Lo-O 28=7 28 (v 29Lp 24=0 20 !0 2t)'& I 0 03 oEFIE1 MB. r OF I Fi SKW j R I o co a I H- b7/ 0 I i o- r SU V S 41'1 S-iYt C'kYES By F C LaKe No,rq Corrine rce PK-LoT 33 DATE 4-23-o3KH BUILDING SYSTEMS A p AN ADS COMPANY JOB. NO. 52 IpT ! 3 SHT. NO. OF REV._ i-rame Ctr PL Clip Line Capacity 0.63 239 3000 OKV i 2 0.87 495 3000 OK 3 0.81 222 3000 OK 4 0.87 148 3000 OK 21, 5 0.63 54 3000 OK 0'' Continuous Purlin Anchorage Rev. 1 Job5294938 Roof Slope =1/12 Designer V|SHU Pudin Depth in. BUIahs4/2)X}3 Pudin Flange width =2 1/4in. Panel Type =20ga.KR2 Boy Pudin Pudin Bay Roof Number of Dead Live/Snow Collateral VV Number Gage Thickness Spacing Width Pudino Load Load Load 0bs\ pL 1 13 0.080 20 35 12 2 20 3 25375 Ctr('700\ 2 15 0.000 20 36 12 2 20 3 25375 (tr`'370'/ 3100.058 20.6 35 12 2 20 3 179375 Ct'`''171/ 4160.068 30.5 35 12 2 20 3 170375 Ct'171 Continuous Purlin Anchorage Rev. 1 LOCATIONS (FROM TF-iE PE_AK qr IW:UT FLANGE BRACE- LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS.) PURLIN LOCATIONS (FROM THE PEAV, A * INDICATES AN INPUT FLANGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS. 14 rncumr cm-uwm. BASE ELEVATION: 0-00-00 LOCATION: 70-00--oo I JOB NO. 529493FRA PAGE 2 cuAN4Ec-rIDN BOLTS: A-3 2 5 MATEF'IAL YIELD STRESSES: TOP FLANGF: 55.00 KST BOTTOM FLANGE: 55. 00 KSI WEB: 55. 00 KSIAISCSHAPTES: 36 00 S'F I F EN E R P L AT' 55 - 0 1,-" K' C-ONNECTION PLATE: 55,00 K31 BASE PLATE: 55. 00 KS1J',KH0R BC 3t,-,_ 00 KS-, CFOR CONCRETE: 3. 00 AISI C-LEAR=7ANCES: (FROM REFERENCE ELEVATION) VERTICAL BACK 42 HAUNCH: 15-00--13 VERTICAL 2 PEAK: 18-07-06 VERTICAL FRONT @ HAUNCH: 15-00-13 62-08_1 0 GOVER.-N! NG LOAD CODE: 2001 Florida Building Code— DESIQ:N LOADS INFORMATION: Designed As Enclosed Structure Dead: 00 PSF Collateral: 3.00 PSF LJCCLJP8nClj Factor' ILive: nc) PSF u!ith a s i L d TribUt8l'Q Reduction Minimum Live Load: 12. 00Tj.- c r, a : 1-9.45 14--00--00 PSF Speed: 110 MPH Importance Factor: 1. 0() Exposure: BEndzoneWidth: NA K- 14A Kzt: LIMIT OVERRIDES: DErLE:CTION NONE LOAD1114 CONDITIONS: INAPIE HORIZONTAL VERTICAL F3W7 DESCRIPTION Self F-) L Dead Load EL Li, L o ad H/ 240 L/ 240 CL Collateral-T--oad LWLP Wind Left & Int Pre H/ 240 L4LS Wind Left & :In, Suc H/ 240 L-IL+L Wi n d Balloon. Left t--JBR Wind Balloon. Right H/ 240 64R.," find Right R" I n t P i- e H/ 240 Wind F y--'-Ft -Tn-t-_T.u-_c_ LOADING COMBINATIONS: OVERALL D- ECRI PT I (IN FACTOR I I UN LA HORIZONTAL VERTICAL 0151 DL+. '75 (LE__-'-C'L 4-WLP) 1. 00 5151 Anti-'Symmptry of 0151 1. 00 5153 01,33 1. 00 026:3 DL+. _"5(LL+CL+wBL._" 1. 00 0264 DL+. 75(LL-4-CL+.WBR) 1. 0 C_)297 61)L-+-WLP 1. 00 G E NAME DESCRIPTION d-IERALLIXEFLECTION LItjIr_q FACTOR HORIZONTAL VERTICAL 5297 Anti--Sqm-:nc.trq c)f C),--,-.'y 1.00 e 2c- 1.00 Liu- 1. 00 0301 6DL+WBL 1. OG 0302 6DL+wBP 1. 00 NAME CONDITIONS,/FACTORS OC, LL 1. 00 CL 0151 1.- 00 SWT 1. 00 DL 0. 75 LL 0- 755 CL 0.75 WLP 5151 1. 00 SWT 1. 00 G. 75 LL 0. 75 CL 0. 75 WRP 00 SWT i. Go Di- 0. 75 LL G. 75 CL 0. 75 WLS 5113,12 i. 00 -131.4-1- 1. 00 Di- G. 75 LL 0. 75 C L 0. 75 WRS 0263 1.00 SWT 1-00 DL. 0. - ' 75 LL 0. 75 CL 75 WBL 0264 1.00SW-r 1. 00 DL G. 75 LL 0.75 CL 0. 75 WER 0297 0.600.60 DL 1. 00 WLP 5297 0.60 SWT 0. 60 DL 1. 00 WRP 0299 0.60 SWT 0.60 DL I. 00 WLS 5299 0.60 SW T 0.60 DL 1 4 00 WR S 0301 0. 60 SWT 0. 60 DL 1. 00 WBL 0302 0 - 60 S,LJ*T 0 . 60 DL 1. 00 WBR it A R E A L 0 A D S M-EeASUREHENT C 0 1\1 V F N F 10 NIS: Area Load -Locations Are Measured Positive Upward 1-rom Column Base, And Positive To CC)-NDITION Dead, Live, And Collateral Load Magnitudes Are Measured Positive Downward. Wind Load Is Positive For Pressure. LOAD TRIBUTARY MAGNITUDE (LBS. SO.. - T. PORTION 1"YPE LENGTH START END START END DL Back Rafter Area Dead 29.000 2.000 2.000 DL Front Rafter Area Dead 29. 000 2.000 2.000 START END LL Back Rafter Area L i ve 29.000 12.000 1.2. 000 START END LL Fr o n t R,2 f L e r Area e 2 C . COO 124 000 1.2. 000 START END LdGL 13:1 c k C o I I " m. T I Area Wind 2 1?. 0C,0 11. 6241 11. 621 START END L-JEL. Ba c k Rafter Areaea W I Td 29.000 16. 0443 16.048 START END WBL Frorit Ra f t e r Area Wind 29.000 145 10. 145 START END WBL. Front C o I umn Area Wind 29.000 11.621 11.621 START L-JBR Back C o 3. umn Area Wind 29.000 11. 62 1. 11.621 START END START END DATE: JOB NO. 52?49,7sF*R,, I.-OAD FRAl',jE L F- IADI TRIBUTARY MAGNITUDE LBSW" ITION U-4-TY. 3-INfr- 14 D R Back Rafter Area W:i.nd 29. 000 10- 145WBRF- ro rst Rafter 000 10. 14D i' MR Front col.1,ng, a t4 i n d 2?. 000 1. 6,01 bJI__P Rack Calf rnn Area Wind 29. 000 WLP Bac k R a f t-- el - Area 73-, nd 29. 0()o ------------- 4. 6. 058 048 4. 058 WLP Front Rafter Area Wind 2131. 000 10. 145 16. 0 8 WLP Front C 0 LtmnArea W -J n d 29. 000 8. 670 10. 145 Win 2? o -oc) R-. 670 W! Ba c k R a f t: urea Wind 29. 000 9. 40B 1 6 9 WLS Front Ra f t ell Area Wind 29. 000 3. 505 9. 409 U m T) Area Wind 29. 000 2 029 3. 2029 505 WRP Back Column Area Wind 29. 000 13. 670 WRPN wp ------ Ba c k F 0T-1 -tR Rafter te- T' Area W i n d 000 10. 145 8. 10. 670 145 raf- Area W:Ln 000 3.6. 048 i i l048- WppFrontColumnAreaWind29. 000 4. 058 WRSBac1" C. 11 1 u m n r-),r, e D Wi nd 29. 00() 2. 029 4. 058 Rafter Area tdind 29.000 3. 505 2. 029 WRS Front Rafter Area Wind 29.000 9. 408 3. WRS Front Column Area 14 i n d 29. 000 10. 699 408, ck R-•f F r Cul.tatrral 10. 699 CL Front, Ra f b p 1, C c) I I a t e r a 1 29. 000 3.000 3.000 D E F L E C T 1 0 N S Pr-' Sl DIRECTION-5: HCIRT-1-11TI-A D, i I-IVE. TO RIGHI-t VERTICAL POSITIVE UPWARM.3 15 1 AH I LOCATION START END TART START END START END S T A R -T-r- ff-- START END START END START j''j5 - START END START END START- MqD-- START END START END START START END START END START END START END START END PAGE - 4 NAME I- - Irl! i -11, S DECRIPTIONDES . CRIPTION ACTUAL ALLOWABLE, 1 1311 ACTUAL ALLOWABLE L C001 DI i-L-L.-I-CL PEAK 0. 000 31i37 IN- A-LI-+Ct FRONT KNEE 0.267 2. 932 0. 008 0151 DL+. '75(-L+CLi-WLP) BACK KNEE 0.144 i3l0:1 15 1 Dl--'-. -75" LL+CL+WL.P) PEAK 0. 011 0151. t- L) 1- -1-. -7 L IR 0 MNKN E E 0. 211 0.710 5 ' 5 1 PIM. F t T Q C; 14ACK KNEE 0.279 c} w ti r y 0.015 I{ iFRONT 5151 Ant i -Sunmetrg of 0!51 KNEE 0. 144 0.011 77 BAC 47 U 01 : 5 3 P-L h. 75 (L.L '-CL- +-WLP) PEA}{ 0. 211 015D!- -.75Q..L +Cj•1,! Al. FRON T KNEE 0. 343 1. 465 1531 JOB NO. 529493FRA PAGE ,' D-'13C I ---- --_..--'---'------- h D__SC? I;>', IC?iJ L_t i H 1 .L Ut'J HOR I ZONTAL. ? I NC'HES) INCHES) VERTICAL N''HES) i^ DESCRIPTION ACTUAL ALLOWABLE ---- ACTUAL ALLClWA23t_E - -- r ;` n t = -,_ .nmetru o r i.:i3 BACK KNEE 0. 34315F -, ,'_7 c.._s,:mme_r..r;,1 of 015;a PEAK 0.017 5I.53 ATtA Stsmme1rtt t:4= ?>i;:g3 FRONT KNEE G. 21i- U. Ot30 1. 465----------- C)_' 63 L)Lt. 75tii._L+(;L WBL.) BACK KNEE 0. 391 I0263PL+. 15(LL-s-i:L+E,iBL) PEAK O. 315 U. G 5 a O'263 LL +' 1= LM6LL ) FRONT KNEE 0. 229 0. 805 0. 018 02' i"i-:L Df.._+-. 75{LL-r+C-_+kriRl,) BACK KNEE 0. 229 i1BR) PEAK O 3.1 5 O.L,b .t LsL+. 75 i LL *CI_+NsBF; 3 FRONT KNEE O. 3910.025- G c tGS0_ 9'_ 6DL_WLP BACK KNEE 0 449 PEAK G. 2912 J 023 I 0' I FRONT KNEE 0. 115 1 . f3b9 G. 013 5,^ 9:7 Anti-Summetrrt of 0297 BACK KNEE 0. 115 5297Anti-Symme.',rt1 of 0297 PEAK Q. 013 -.---- 4297 Anti-Summetru cf O 297 FRONT KNEE 0. 281 0. 449 1.. 869 0. 023 it 02C7 G2<' 0299 L + 114 L E bDL_+ WL.'' 6DL + WLS BACK KNEE PEAK FRONT KNEE 0. 363 O. 281 0. 201 U. 02 1 8b4 0. G15.. - 5299 Anti of 0299 L --- BACK ' KNEE 0. 201 2 . P,n r) ti - 3tl,srne trf U:_:9> crPEAK 0.281 0. 01 5 O. E364 ofC)?c;•, FRONT KNEE 0. 363 i0. 021 j 0301 6DL.+W9L --- BACK KNEE O. 26¢ 0301 61)L.aWGL PEAK 0. 421 U. 2 0301 6DL4t4B _ FRONT KNEE 0. 562 1. 743 0. 032 r?^ U: 6DL.-4-WB12 BACK KNEE U. 562 i030 ' 6D1....-*W BR PEAK 0.421 0- 032 b U30. 2 6DL_+Wl;ft FRONT KNEE U. 266 1. 743 0. 026 -- -- I' 3Fi¢ it tE#'.F#?F####'k •it •?t •3F##3F##iF## e iD E F L E C 'T I O N S# j POSITIVE DIRECTIONS: ilOh'.TZONIAI_ i POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, ANGLES - POSITIVE CrOUNTER-CLOCKWISE ti LOAD CONDITit7N ---_-_.--- LOCATION HORIZONTAL (INCHES) VERTICAL (INCHES) hd:=.h9E t:,ESi;t?:[P"fL(:)hl J DF> f-':RIP'TIOIV Ai;"l1Al_ ALLOWABLE P,CT L AL- ALt._OWA13LE ------------_. SWT SW IT Sett Weight; Self PEAK 0.000 0. 100 Weight FRONT KNEE 0.009 0.000 y I n 3-APR-20kx C,'Ir,411 T TI ON Q 13! D L Dead Load DL. Dead Load DL 1:)-ad Load LL Live Load LL Live Load Live Load o 1 3. a t e ra I L na d 2, L C- D 11 a t d c i- Collateral 'ad WLP Wind Left & Int Pre WLP Wf-i n el Lent & nt PrN W*-:.nd Left Pre yj W4 L S- Win —d L - —ft t S,,, WLS Wind Left 8< Int S Lt c 22 WLS Wind Left Int S u c 23 wBj- Wind Balloon.. Left N W B L F4 Wind T, D Ell 1 c., on. Left 25--- 26 WffL 3 d alal loon. on— Left 21 WBR WD Wind Balloon. Right 281 R Balloon.-- WindR h i: 2- 1 30 1 WBR Wand Balloon. Right WFFP--- Wind --- 32 WRP Wind Right & Int Pre WRP Wind Right. & Int Pre JOB NO. 52941?3FRA PAGE 6 L._ OCATIOPJ HORIZONTAL INCHES) VERTICAL. (INCHES) Ak, I UAL BACK KNEE 0. 030 0, 001 7, T, 0. UQIJ F° IdON.f KNEE 0. 030 0. 001 BA ' KNEE Q. 182 0.900 0. 00 5 PEAK 0.000 1-997 3.500 FRONTKNEE0.182 0.900 0.005 BACK KNEE 0. 046 0.001 PEAK KNEE 0. 000 0. 501 FRONT U. Q46 BACK KNEE 0. 473 0. 9d0 0. 023 PEAK Q. i281 2. 13 FRONT KNEE 0.092 0. 900 0.013 BACK KNEE 0. 3e PEAK 0. 281 1,124 FRONT KNEE 0.177 0.900 0.014 BACK KNEE 0.242 0.900 0.025 PEAK 0. 421 2.003 FRONT KNEE 0. 5 BACK KNEE 0. 585 0.900 0.033 PEAK 0. 42 FRONT KNEE 0.242 0.900 UU1j 0. 025 FRONT KNEE 0.900 2. 130 0. 023 JOB 1\10. 5, 94Y_2WR.A P4,E 7 2 A S E R E A C i i n N s i T R 1 GH T, VERTICAL POSITIVE UPWARDS; MOMENT - POSITIV,- c , 1_.00KWISE NAME DESCR IPTI ON LOCATION I-11DR I ZONTAL VERTICAL- MOMENT d DESCRIPTION KIPS.) KIPS) KIP -FT) i 0001 4-I.CV1. i Dl- BACK COL. 12. 135 18. 333 0.000 i FRONT COL. 12. 1,35 18. 3-33 0. 000 1,3 7_ LL + C I.- WL P) BACK COL. 1. 432 2. 8331. 1 T-,L+, 75,, LL-i-CL+Wl.-P) FRONT COL. 4. 657 0.000 00006. 275 f ol'-1 _Q_ BACK COL. 4.657 6. 27501L5IFRONTC11L. L. 432 0.000 002. e33 o 0 III 1 ',5 D L_ L L + C L + WL_ S BACK COL-. 4. 2777 7. 8890-153 DL+. 75 FRONT COL. 7.482 G. 000 11. 330 d. OGO An t J' -Sk4MME! tT'U 0 f- Q 153L= BACK COL. 7. 4e251' FRONT 4. 257 11.330 7. 8e9 G. 5 Go- 0 0'263 Ell +. l_-L+CL_4WBL) BACK COL. 4. 04-1 3. 49675(LL.-+Cl__-+-WBL) FRONT COL. 3. 669 G. CIL164 DL+. 7,5(LL+Cl--+-WBR) BACK LOLL, 3.669 6 FRONT COL. 41. 0 4 4 5. 612 0.000 3. 496 O. 000 C, 2 Z77 BACK COL. 71 C, 13. 729 0. 0006DL.-+-WL P FRONT COL. 5.440 140 0. 000 52-97 529'7 Ant7 Ariti-- Sijimmebry aP o29-7- BACK FRONT COL. COL. 5. 440 9+ 740 9. 140 0.000 1 729 0. 000 C'.' 2 9 9 6DL+Wl S BACK COL. 5.973 6. 989 U. 000 LFRONTCOL. 1.673 2. 400 0.000 O' 99 BACK COL. 1. 673 2. 400 529,7' A -F) t etrig, c)42 029c FRONT COL, 5. 973 6. 9e9 0. 000 G. 00 C - 3 () I 61,-t W2. I BACK COL. 12.845 0. 000 FRONT COL. 6. 7.56 0 025 p. ,Do 0` 10" 6DL-rWBR BACK COI_. 6. 756 025 0.000 FRONT COL. 6. 5_/._12. B45 G. -orlo JOB NO. D2175493FRA PAGE C Gl* N T R 0 1- OUTSIDE FLANGE tJEB INSIDE FLANGE N ---. I DISTANCE X 1'l-11-C"01ESS I'EPI'H X THICKNESS WIDTH X THICKNESS Ix SXO SKI RX R Y 00 6.00 X 0. 2500 10. 00 X 0.1.580 8669C15.10 6.00 X 0. 2' 00 35.00 X 0. 1580 6.00 X 0.4375 1812.924 91.427 11.4.320 13.703 1.133 B 4" 15 5. C) o X 1-2O. "5 0 C" 0 - DO X Cl. 1350 5. 00 x 45e 60, )370 fl. 397. 1 =- 1, R, 1 -1. 0 X O. 2 500 19. 0 X 0.1350 5.00 X 0.2500 308. '778 31.670 31.670 7.80B 1.014BP. 0 X 0. 2500 19.00 x 0.1350 51. DO X 0. 2500 30e.77e 31.670 31.670 7.PBOB 1.014 S A N D D E F L E C T 1 0 N S 011PECTIONS: HORIZONTAL - PUSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS A NEGATIVE SIGN INDICATES 'THAT BENDINv IS DN INSIDE FLANGE ND A POSITIVE SIGN INDICATES THAT BENDING IS ON OUTSIDE FLANGE. SHEAR A '(1)' INDICATES THAT THE SHEAR IS FOR F4-2 AND A '(2)' INDICATES THAT THE SHEAR IS FOR G3-1. MAX. CS! AT POINT MAX. CSI BETWEEN POINTS ------ MIE-I'l DISTANCE COMB BENDING COMB SHEAR DISTANCE COMB BENDING COMB SHEAR sc 01.00 0001 0.170 0001 0.349(l) 13.40 0001 0.905 0001 0.522(l) 10 0001 0.947 0302 0.576(t) BR 74 0001. 0. 0001 0. 1.25(1) 2.95 0001 1- 025 0001 0.377(2) B , 1-,,. 45 0001 0. 440, 0001. 0. )3 *19 (1 ) P9 AV nqrl 0 Pi -1 r"Ini n DEFLECTIONS IN. UNITY HORIZONTAL VERTICAL CHECK 0.0000 0.0000 0.9047 0.29B9 0.0070 0.9470 0. 2637 0.0419 1. 0247 0.1344 1.1270 O-BI92 CI C. -T I ff N1 S-1, PLATE -------- "> DOLTS STIFFENER ACTUAL FORCE KIPS, FEET) MEM DIA. Th4IC1C. LENGT I H I c .7. 000C., 11. 1 i:.i 3-11" C) 4 0. 0. C'OQO 0. OOCIO 12.135 13.729 1.8.333 0. 000 MOMENT CONNECTIONS: NOTE: A "V" NEXT TO THE END NO, INDICATES A VERTICAL HAUNCH CONNECTION. OUTSIDE INSIDE PLATE SOLT CON. No. STIFF. MOMENTS CON. NO. STIFF. MOMENTS MEM EII MDER NO. LENGTH WIDTH THICK. DIA.BOLTS THICK. n--2 C mo NO. '521?493FnA pA G E 9 ou ozos --- DOLT CON. NO. STIFF. FNGTH WIT." MOMENTS ACTUAL E BOLTS THICK. uESzem AoTuoL M E III NUMBER LENGTH WIDTH THICK LOCATION LENGTH I N IN) SIDES Bc NONE* NOTE: A30_7 BOLTS ARE USED FOR ALL. FLANGE BRACES. MATERIAL THI IllEill L[.)CA riorli BRACE NAME OVER --ALL NUMBER HDLE-TO-HOLE DIST, LENGTH BRACES AL 25.0575 FORCES ACTUAL. FiJ FCES HURIZ BRACE COMPRESSIVE TENSILE HORIZ BRACE COMPRESSIVE Tl-*-NS I LE UNITYMEfIlLOCATIONKIPS) KIPS) (KIPS) (KIPS) KIPS) CHECK BR 963 JOB NO. 529-1-93SKWRFPAGE INC CUSTOMER NAME LAKE MARY COMM PK L-13 ! BUILDER NAME SUNSPAN STRUCTURES-------! syc T-pmc- T C. --- ------ ------ -- P. 0. 1 0X 390 PORTL.r=,ND, USTOMER —ADDRESS- —SANF-C fRFC- h" ' k 4, #is 41- A. 1 01 F R A M E D E S 1 9 N REPORT-t& ILI L,* 4-'.. # 1.4 F- RAME TYPE: RIGID FRAME GABLE TYPE ROOF FRAME IS UNSYMMETRICAL FRAME DESIGNED BY INTERACTION FRAMEISUSEDATFRAMELINES: p DUC Rz-TI ON OLE . E—1 H-15' FRAME. IS DESIGNED WITH CONSIDERING F?.-..AN47CGl. 150- 06-00 DESIGN BAY SPACING: 20-06-00 PEAK LOCA71ON: HORlZfDf- JTAL: 15-06-00 B BASE ELEVATION: 0-00-00 L DC A I I ON : u — 0 0 --oo EAVE HEIGHT: 19--07-08 IRTS ARE BY -FRAMED GIRT DEPTH: 1-b3-OS GIRT ILrj(-,-)-T I ot-4s ( FROM BASE OF —COLL-1111N. ) A * 1ND11"ATES AN INPUT FLP,.NC-'E BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS. 10-00-00 -12-04-00* 17-04-00* 19-07-03 BACK RAFTI-P: ROOF SLOPE: 1.000/12 PURL. I -INS ARE BY FRAMED PURLIN DEPTH: 0-013-00 PURLI'% l LOCATIONS (FRf-3M Tl--I-' PE.AK) C A TNE)IC"ATE-S AN INPUT FLANGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS. 1- 06-1 1 FRONT RAFTER: PURLINJE3 ARE BY -FRAMED PURLIN DEPTH- 0-77R-r),) PURLINJ L-C)CATInNS (FROM FHE PEAK) CA - is -INDICATES AN INPUT FLAN,,:ZE BRACE LOCATIO 1- 06--11 4-10-- I I * S-02-1 1 14-10-11* IB-02-11* 21--06-11* 24-10-11* 2e-02-11* 31-06-11* 33-04-00-,* 3 5, - 0 1 - 0 7 FROM- COLUMN: 1- E t -1 LOCATION: 50-06-00I. SAVE HEIGHT: IB-0,0-00 i:'IRTS ARE BY -FRAMED GIRT DEPTH: 0-08-00 IRT LOCATIONS ( FROM BASE OF COLUMN. A AN V 17 BRACE DES'. 2 4 '..) 0* 1-00-00 S T t JOB NO. 52943 f bJf h rAzF. 3 SSE, TOP, Ft_ BOTTOM FLANGE: OG CSI 55. G AIS<": SIAAF'@:"ci: 36. 00 KS-1 PIPE COLUMN: 36. 00 1CSI: AT?3I SHAPES: 55. 06 VST.--- I 11'lF..i(:I IJIV P1_F TF=: 5. CL I•`.f. fi r'..,f` PI Al"1`'55 00 !/SI FOR CONCRETE: 3. 00 K FiI e:. CLEriRANC ES: (FROM REFERENCE ELEVATION) L_ ?TICAf%— @HCSU^JCH: 1-i'— VERTICAL @ PEAK: 18-08-07 VERTICAL FRONT @ HAUNCH: 16-00-10 HORIZON rALFR1°I BACK------__---- 43-0': 9...-08 r GOVERNING LOAD CODS': 2001 Florida Building Code DESIGN LOADS _ INFORMATIOta__—__--- designed As Enclosed Structure Deed: 2. QO PS,F Collateral. 3. 00 P S FF Occupancy Factor: I L...i. e: 20. 00 P F with Tributar y Reduction Nl:inirtfum Live Load: 12.00 Wind: BasicLoad:_ IG'. 45 Speed: 110 MPH Importance Importane Factor: 1. OO Exposure: B Endzone Widel: 10-01•-03 K1: NA K2: NA K3: NA Kzt: 1. 00 L--__ DEFLECTION LIMIT OVERRIDES: f ----- a NONE ¢4 LOADING c: OtdDI-fIONE: DEFLECTION LIMITS NAME --DESCRIPTION HORIZONTAL VERTICAL S3:Ji Self Weight DL De<- d Loa,? LI_ Live t_oc c: i 180 C L Collateral Load WLP Wind Lef., a: Int. Pre H/ 240 WRP Wind Right F. Ini: Pre H/ 240 WLS Wind I -eft & Int Suc H/ 240 WITS W: iftd Right; ;'. .l.s'ft i.: WBL_ W4. nd Ba1.l:7ti11. fIr 24U i Le t --- WIRiJlnd Balloon. Ri(lht H/ 240 H/ 240 LOADING COMBINATIC) NS: OVERALL DEF!_ EC'TION LIMITS hfAe91=. DESC: kIF'fl-ihi FACTOR HORIZONTAL VERTICAL 0001 DL ALL+Ct- 1 . OO J,. 01.51 DL+• 75 (L_I_+CL+Wt_P ) 1 . 00 0152 DI_.+. 75(L_L+CL+WRP) 0O O i. 5;:3 ref._.-r , -., . 0,54 J31.._+, ;_>(!_.L.1(:L.+WRS) Pd 5 1. G(, O'?64 DL+. 75 (t_L.+CL+WBR) 1. 00 i 02297 6DL- rWL-P 1. 00 i.. uz 71 DATE: 27-APR-200;?. JOB NO. 52?493SKWr'R .1 PAGE i.Al-` ]`. N'G NAilE DEE S C R :I P TI ui i\i FACTOR HORIZONTAL VERTICAL 0298 . 6DL+WRP 1.00 0299 ow ful - 03PE_. 6DI,+WRS 1. 00 0301 6DL+WBL 0302 6DL+WBR 0 fN21 1. 00 j T i C, i -2 L L. C, LL I. 00, CL w5i 7t5 LL 0. 7, CC O. 5 WLp 0152 1. 00 SWT 1.00 D L 0. 75 1 L 0. 75 CL O. 75 WRP 0153 1. 00 SWT 1 0 DL 0. 75 LL 0.75 CL 0. 75 WLS L-1- 0. 1- 0 75 WRS 0263 1. 00 SWT 1 . 00 DL 0. 5 LL 0. 79 CL 0. 75 WBL 0264 L . 00 SWT I . 00 DL 0. 75 LL 0. 75 0. 75 14BR 0297 576C)--SWT 0. r-, ) D-1 - - - - 1 C)o WLp 029B 0.60 SWT' 0, 60 D L 1 00 WRP 0299 O. 60 SWT O. 60 DL 1. 00 WLS k-oo d7':50 o'.DL--J.. 0301 0. 60 SWT 0.60 DL L. 00 WDL 3"..:;_1 0, 60. SWT 0 DL 7.. C',0 W13 R 1271 A R E A L 0 A D S Positive Upwardi F r ofin--- 21 Dead; L-ive; And Collateral Load Magnitudes Are Measured Positive Downward. Wind Load Is Positive13:3 For Pressure. All LOAD TRIBUTARY MAGNI TUDE (L y T. I CONDITION PORTION TYPE LENGTH START END START ENDPC DL Front Rafter Area Dead 20.500 2.000 2.000 START ENDLLBackRafterAreaLive20.500 12.000 12.000 START START ENDi-L C .'L v e s T F WI3L Back Column Area Wind 20.500 11.621 11.621 START ENDWBI. Back Raft2r Area Wind 20.500 16.048 16.048 START ENDT1Eff1 Area— Bind 20. WILL Front Column Area Wind 20.500 11.621 11.621 Z:) I MN I START ENDWBRBackColumnAreaWind20,500 11.621 11.621 START Pmn 1 TE F .~n a.^°, ea wJno 20Uoo Area Wind 20. 500 MAGNITUDE ( LBS. ISG. FT. sTART END LOCAT' T ON arAnr END--' START END START END srAnT' END START" smo 3. 2,)5 L-JLS Front Column Area Wind 20. 500 START END 16. 048 START END 71 END t-- JRS Back Rafter Area Wind 20. 500 3. 505 TART LOAD COMB 1 NATI 01,q LOCATION HORILUNIAL INCHES) VERTICAL ACTUAL ALLOWABLE ACTUAL ALLOWABLE BACK KNEE 2Lt2 FRONT KNEE 0. 604 0. 024 457 i.- JOB NO. 529493SKwF R PAGE 0 IN 2 T tD N! ff'E3- -1 -1-,r -3-1 -\ LOCATION HORIZONTAL INCHES) C- 1 I- DI CR Ep! 101 U-CT VERTICAL INCHES) T F-0 WAME--- 5 4 r.."L+. 755 (i BACK KNEE C". 559DL-4.-- 0. 0.019 D L L L C 1-.. ,,-j FRONT KNEE--0.-G. 5-37 o. 030 13 L + 5 L - + L... + W 1, L BACK KNEE 0 14126 -3 PEAK G. OG4 C, --- 6 3. DLA. FRONT KNEE 0.115 0.083 0. 301 BACK KNEE 0, 144 PEAK 0. D. 009 0264 DL+. '750 L+CL+Wl1R) FRONTI KNEE 163 0. 186 0.226 12'"7 6DL+t-JLP BACK KNEE 0. 953 6DI-r-[a PEAK 0.035 FRONT KNEE O. 914 0. 050 0218 6DL-+WRP BACK KNe-k 0.024C-298 6DL-4-WRP PEAK 0 451C*'.9e 6D.L-.+-WRP FRONT KNEE 0.497 0.655 b* 1) L + W L G BACK KNEE 0. 832 PEAK 0.825 0 0 0 6 D L... +- W RS RUNT KNEE BACK KNEE -0. 523 0.052 0.026 0. 554 0300 FRONT KNEE -0. 588 0.025 c: cTi 6r)L-..+WPL 13A 0301 6DL.+-WBL PEAK 0.009 7U- 0301 6DL+WDL FRONTKNEE -0.009 O. 0. 005 0 3 0 1-26DL-WIR 6DL+ tJ1-!P BACK KNEE O. 4 14 0.012 PEAK 0. 380 0. 6DL+1WBR FRONT KNEE -------0-3-1-- 4 74 Post T F.CTIONS: HORIZ-1 ALF 0- -T f _VE A LOAD CONDIVION LOCATION HORIZONTAL (INCHES) VERTICAL (INCHES) DESCRIP1,10N self Weight BACK KNEE 0.011 0. 000 sw- r, Self Weight PEAK 0. 008 -- sw- r Self Weight FRoi\rr KNEE 0. 005 -0.001 3 Ll-iAU ND '"r T EIN JOB NO. 529493SV,1WFR PAGE I r- N DESCR S. P-r 1(31\1 VER-rICAL (INCHES) WC— TL1A- ACTUALALLOWABLEL d - ------- 0. 026 0.000 P E 11-11 K 0- 019 0.091 DeascLdFRO! IT KI"IEE, 0. 013 0. 00si 2 7j LL L iv e L oa d BACK KNEE 0. 156 0.981 0.001 LLLiveLoadPEAK0. 114 0.544 3.367 LL—L-J.ve Load--- FRC- F KNEE 0. 076 0.900 0,011 C L Collatpr,.78! Lo=-.id BACK KNEE 0. 039 Co 1. =_3 t e— a 1 Lo a d PEAK 0. 029 0. 000 CL Collateral Load FRONT KNEE 0. 019 0. 137 0: 003 Z-- p Int Pre BACK KNEE 0. 975 0.981 0.035 JqjdLpf S In P -r-,, PEAK O. —944 0.378 L-P Wind Left. I n t r, FRorrr vi\i.E.E O. 925 O. 0.051 WRP Wind Right Int Pre BACK KNEE 0. 380 0.9el 0. uiz!* WRPWindRightIntPrePEAK0. 435 0.739 WRPWindRightIntPreFRONTKNEE0. 486 0.900 0 015 14LS WLS, Wind Le Pt I n t S u c Wind Left & Int: Sur_ BACK PEAK KNEE U. 855 0-9-91 0.034 ki L S Wind Lent & Int Suc FRONT KNEE 0. 941 0. 834 0. 900 0. 129 0. 6-43, S--- Wind Ri(jht-& I-rt CIjc BACK KNEE 0. 561 0.981 0.026 4R. S 1,44 n d Right- Int lkl PEA' 0. 538 0.482 14RSWJ. n c! Right 'S u c FRONT KNEE 0. 577 0. 900 0.023 HL-- d l- ---f4Wind BaoonLetBAC- K- KNEE 0. 0' 56 0.006 WBL WindBalloon. Left PEAK 0. 025, 0.451 W 1-1 L Wi n d Balloon. L e f t FRONT KNEE, 0.002 0.900 0.006 WER W -:. n d B;-- 1 1 o ,) n. Right BACK KNEE 0. 436 0.961 WIER Wn — R- Wand Balloon. R ii F E A 0. 396 Wind Ba 1:1 o o n. Right FRONT KNEE— 0. 968 0.900 0.551 0. 027 m rR 2 JOB N11. :j25453SH.14FR PAGE 0 TO RXGHTVERTICAL POSITIVt k-WWAHO',75, NONENT POSITIVE LOCATION HORIZONTAL VERTICAL MOMENT NAI'l DE 6 CRI P T 10 N D E S C R I P T I (31\1 (KIPS) KIPS) KIP-F BACK COL. 3. 596 9.6e5 0.000 FRONT COL, 3. 596 9. 394 DL L + Cl_ tL%l LP BACK COL. 0. 080 1 739 01. 51 DL-11. FRONT COL. 702 4. 171 0. 000 015: 2 Dl +. 75CLL+-lCL.+WRP) BACK COL. 1. B51 3. 178 0 - L 15;2 DLT.-75 F RONT COL. O. 391 0. 000 BACK COL. 0. 517 4. 350 DL+. 754LL+CL.+WL.S) FRONT CUL. 3.29 0. 000 U. uldu 0. 1.54 ID-L+. 75 (I-L.+CL+WRS) BACK COL. 2.448 0154 D, J- 77 , 'Ll FRONT COL. 5. 7e9 0.000 r)!-+. - 75 -' LL+C-L+WDL) BACK COL. 1 9 1 t 02- 64 DL4-. 75U-L+CL+WDR) BACK COL. 1.206 542 FRONT COL. 14:34 0. 000 Q. JQ() BACK COL. 3. 549 6. 886 6DL.+WLP 0. 000 0298 6DL+WPP BACK COL. 0. 974 4.968 0.000 Q-217S 6DL+WRP BACK COL. 2. 75:3 3. 405 O. 000 FRONT 0 3- 00 6D1_+WRS BACK COL. 0. 178 1.487 U. 000 fol 6DL+WBL 03, 02-1 .4,DL+WBR 14D _ R 14. 253 --------- BACK COL. --o. 895 -5.793 U. 000 rR -- u- 7cuo BACK COL.- -1. 8:34 -5,316 FRONT— CoL. ti err JUB NO. PAGE D E s' G iN iz-b-c_-Y_--F-J- --r- I U T S, f itF FL-'NG'!` INSIDE FLANGEMt_-, Dl 55TAJ,110E DEPTH X WIDTH X THICKNESS I X SECTION PROPr=Fj7 r-S SM SX I RX py 0 - 0. C-1 00 X 0. '2500 10. 00 x 0. 1350 6. 00 X 0. 2500 90 063 17 155 17, 134- 1-`. 75 L,. 0 c-, x 0. 25._)O 00 X 0. IZ450 6. 00 x O. 2900 990. 063 155 4. 550 1.439 64. 922 64. 922 11. 851 1. 130 15 x D_ 11,2500, 00 x 0. 13 r'7 5. 0 0 X O. 2500 7:3. 787 29. 599 29. 599 7. x 1) ", B 00 X' 0.,1350 15. 00 x O. 2500 273. 787 29. 1597 4 52 I. 0 28 29. 999 7. 452 1. 02'8 F R 2. 40 5 00 X O. 2500 18-00 X 0. 13550 5. 00 X 0.2500 273.797 29. 599 i-- F 34.33 9. 00 x O. Z-150n 18-00 x 0. 1350 5. 00 X 0.2500 273.787 29. 599 7.452 azrl 6- 29. 599 29. 599 7. 452 1. ova F C. 16. C" D x 0. 2500 00 X C). 1350 6-1 00 X 0. 2500 O. 063 TT- 6. 00 X O. 2500 9'?0. 063 64. 92264. 5 922 4. 550 11. 851 1.439 1. 130 cSI'S AND DEFLECTION'S* FRECTI i"i NS: 1- Hl3r-,IZD!'fl_AL POSITIVE TO RIGHT VERTICAL - POSITIVE UPWARDSBENDIN'G C:31: A NE' CATIVE SiGtq INDICATES THAT BENDING I S ON INSIDE FLANGE AND A POSITIVE SIGN INDICATES THAT BE14DING IS ON OUTSIDEFLANGE. SHEAR C"': A "l)' INDICATES THAT THE SHEAR 1FOR 9F4-2 AND A '(2), INDICATES THAT THE SHEAR IS FOR G3-1. MAX. COMB E, l Al POIN'l 0ENDING ISI iFAR IAX. CSI BETWEEN POINTS DEFLECTIONS COMB BENDING COM13 S I - JE R HORIZONTAL VERTICAL CHECK BC 0. 00 0001 7 0. 122 02?- - 7 7, 82 O. 15141) 17, 33 0001 -0. '792 0001 0.244(l) 0. 0000 BC. 17. 1-:1 0001 0, 030-2 0. 522(1) 0 0. 2455 0. 0008 O. 7822 1 2. 77 0001 -0. 721 0001 0.679(l) i 4 12 J. 0 0 0 1 0 ' 22 7 0,00-1 10. 21 cp 0 0. 2298 0. 0333 O. 7207 0. 1693 0. 8090 0. 2901 Fp 11 C) 2 9 `3 61l3 0001 0.667(1) 2. 95 0001 -0 929 0001 0.666(l) 49-6-4-o 006B 14. 360.29*7 0. 670 0001. 0. 277(l) 22. 95 0302 -0. 978 0302 0. 07-1 F R. 24. 36 0298 970 029- 0. 26. 29 0298 -0.970 0198 O. 074 (1 0. 9606 O. 6396 0. 97,90 FR 34. '_ 39 0001 0 2.2 0001 0. 341".1.) 0. 4300 0. 8679 O. 9695 0. 1693 12 00 0 0 1 0. 1113 2 c? 1 0. 18 .1. 14. 20 0001 -0. 566 000:1 /J_ 229 (1 0. 0000 FC 16. ID 7 0001 603 0302 0. 388(1.) 0. 0000 0. 5656 0. 09 I mo NO. 52Vl9oaxwFn PAGE DOLTS oTzrFE"'wEn ACTUAL Fopcs ,KIPS FEET) OUTSIDE DESIGN TTT ACTUAL TYPE BOLTS THICK. DESIGN ACTUAL 2v 2o o o DR z e 20 r x wEo oTzF F EwE LENGTH wju/H n^zcy LOCA-rioi\i LENGTH IN) (IN) SIDES NOrl": 17,307 DOL*T, 05RI" F(.:IIR AL-1 FLANGE BRACES. MATERIAL 'THICKNESS REG.'D IS BASED ON FU OF 70 KSI. OVER-ALL NUMBER MAJEHIAL THK.. MEM BRACE NAME LENGTH BRACES FOR BOLT BEARING VERTICAL 14OR I ZONTAL Ty 1 Joo wo. 52949:3smwFn FORCES ACTUAL. FoeCE. 3 PAGE JOB mo 2?49oRoF T- ----------------------------------------_-_--_-___-______ PAGE m isysnsms,'smc,---- --+—e -----------------+------------------------------------------+ CUSTOMER ADDRESS: SANFORD, FL. BUILDER ADDRESS LONGWOODI FL. L GOVFF NING LOAD COD E 20,C11 Florida Building Code Wind B asic Load: 1. F3. 45 PSF Speed: 110 MPH Importance Factor: 1. C)o Exposure: B LOADING NAME DESCRIPTI]N DEFL. LIMIT DL De -ad Load WL I Wind LoadLWLLongWindI -eft LOADING COMBINATIONS: FACTOR LIMIT W_ o ur o o u oc m- i t' 'ra:=+;:: JOB iV(:) 329:1931RUFr PAGE I`d'•I13c-_ c f'4D.IT Zit a___.._ I ! 0048 I. 00 DL 0. 75 L!_ 0. 7.5 CL_ ,a_ 75 WL1 0 2-3C1... _ 0; . [1--Dl _ 3 . 0{7_._Lijd{__- 023:1 1, 60 DL rati:+ 141- 2 1 00 LWR 7 00-4 1 1.. 00. D1 a LL 0. 75 CL a. 7 5 t•;BL O. 75 t_tdL. 004.2._.. _.1-00- DL.__..-----D.-..• LL_ ._._.__0; 75---4 L t EAVE STRUT LOADS: LOADING C011,1DI NAME DESCRIPTION DEFL_. LIMIT DL_ Dead Load LL Live Load L./ 240 r_.L_• 4dL .i. Wind Load i_1'i. j. ..-D i :L I--o c n, ..-L e-{ c i_WL L nng Wind Lefti`' WBR Wind B- IIoor,. R:iq_ht LWR._.._Lcn4 Wind--R-fight - I I LOADING COMB I I}JAT I ONS: Si N>4ME DESCRIPTION FACTOR. LIMIT ----------_-- -----...--------_. , 000.1.--- DL.+LI ,+C L ..- _- -.. LL2.Q- - -- ---- 1.00 I- 0= LDL+WL1 1.00 t 0230 DL+WBL+LWL 1 +ate-- - i• 1. 00 --_ 0231 DI-+WRR+LWR 1.00 0041-- DL-+?5 (I L,-i-CL+-WBL_-t l_WL:_ )- 1 O.0 0a42 PL+- SJtLL+CLs-t•JElRiLWR) L. 00 --I L NAME- COND-I ACTORS 0001 1. UO DL 1. 00 LL. I. 00 CL I,,i 0227 U .:>U DL 1. 04i Wt_:L I 0048 1..00 DL_ U. 75 LL. O. SS I_ 0. 75 WLI 0230-- 0. 60---DL.._......_,1 00-.WBL-----I.-.-00---L4Ii_ i„ 0231 0.60 DL 1. GU 6JL R 1. OU L_41R 0041 1. 00 DL_ U. 75 LL 0. 75 CL 0.75 WBL O. 75 LWL 0042.- 1.-00..DL_. - -0. 75 _..--0.- CL.... tel ROOF.SLOPE(S): Back Roof: 1.000/12 Front Roof: 1.000/12 I i PANEL 'TYPE: KIRRY RI)3 JOB NO. 529493RUF j 1L: U=P.. DET'LTECTIDIN OVERPIDES: NONE PAGE S U M M A R Y Pb R L I N D E S I G N PURLINS APE BY--FRAPUED PURLIN DEPTH: 8. 00 1 N B a7C k,- Roof -Purl ins-:- - Design Spacing: 3-04-00 PUIT'lin Locations (From The Peak) 2S-OP- B Left Lap Span Right Lap DePI Max Unity Check Cnr Zone Coeff-End Wind Load ------------------ Zone Coeff 13 L/-240 Pressure Coeff O_O 29--4-5/83-6-1/4 0.881 1.28 02152-4--1/8 29-0 2-4-1/8 L/-572 0.806 1.280 0.320 1. 280 0.380 16 2-4--J..,,'S 0-0 L/-422 0.749 1.260 803BO._ 1.230 0.3eO e sd- g n 8p-8 C-+n ---3-04 Purlin Locations (From The Peak) 1--06-11 4-10-11 8-02-11 11-06-11. 14-10-11 18-02-11 21-06-11 24-10-11 291 B a y q a Left Lap Span Ri ght Lap Defl Max Unity Check lilt Zone Coeff Load End Zone Coeff Pressure Coeff 29-4--5-48-- @QC 2 15 2-4-1/B 29-0 2-4-1/8 L/-572 0.806 360--- 3:1 3 16 2-4-1/8 2 0 - 6 2-4-1/3 L/3443 0.47B 1.080 1.080 0.380 4-- L' 4 22 0. 380 Front r-_ o o f P u r I i n s: Purlin Locations (From The Peak) nj 1-06-11 4-10-11 3-02-11 11-06-11 14-10-11 18-02-11 21-06-11 24-10-11 G a Lfof Lap Span Right Lap D e Pl Max Unity Check Int Zone Coeff End Zone Coeff Pressure Coef p 13 13 -0-0- 29 - 4-5 /'L-+-- 15 2-4-1/8 29-0 2-4-1/8 L/-572 O.eO6 I.OSO 0.3BO3162--4-1/8 20-6 2-4--1/8 L/3443 0. 478 1.080 4- 16 - - 2-3— 6- 73-5- 0.3BO 511_ 71 JOB NO. 529on uF pvr n Locations (From The Peak-) ' ----------------'-'----'----- 2 a-02-I 1 31-06-11 oo-o-oo one Coeff End Zone Coeff Pressure Coeff r-- - EAvs-oreur oepI-*~--a-mozm'------__-______ aack eou* sa"e S truts Ba g Ga Span Extension Deflection Max Unity Check Cnr Zone Coeff 16 _=«a o= ----- -------------- 2 16 29-0 146 o 16 20-6 o-o L/-1135 o 1- 1.2u» 0.380 . z oe« m.000 Front Roof Fave Struts Ba u Ga S pa 11 Extension Deflection Max Unity Check. Cnr Zone Coeff End Zone Coe f f z-ao___. o__________ 2 1629-0 0.146 o 16 20-6 o-o /_o o u» o.oep 4.__6__. 2c 6-________o 0______ z ao n oeo . aacx-noo* purzin Locations ( From e pe -------------- 1. 31- 06-11 33-0+-00 oAv LooArzom oLzp --`'-----------------------------'------ evrz n----- nzGHT-----_oC-oa~----______ o p" rzin xzG*r co6 -----------------—'-----^-'------'-- o- o z o oe z-oa- z-zo-zz 18-02-11 21-06-11 24-10-11 D. i J(D_ r t _. _. _a, 8 PA. } i_IrER A44E- 1ARY OM}1 PK-1• 13--_.Ia. 3 •: P. _ F *4) r :!R T !._A ) N 37140 CUSTOMER BUILDEREF.--hJAlNr, ADDRESS: SANFORD, FL. ! STRUCTURES- BUILDERLDER ADDRESS LONGWOOLC}h•16WCiOD, FL. : G_r_iir t:t;+-->;rt:+ ar-+r•-i:t xt;3r:t zt;n r-K r<#+-r.nr r.-tf _._ _ 13 ! O F B R A C I N G D 'L- S I , N P F P 43 ri i- 3 r d tzi r''VFRNINP LOAD CODE: 200:1. Florida Building Code 4 OS iNr' 7r;;'Ir1`r rf];V. Designed As Encloseccl Structure W.;lid: Ba-sic-LLa:d -+2 S t'7><- S eed--r_rffp Ftf'f1----- Expos^ure:_ BI_n-lzc+r7e Width: 1.4-00--00 K1: NA K2: NA K3: NA zt: 1.00 PAN"!— YIPr PBY F? 113----- r"T ,_;I_ - ROOF i 000 KIPS For Seismic 11.926 KIPS For Wind---- NOl•E: WIND FORCES ARE NOT REDUCED. Intzone Coeff: 0.935 Endzone Coef f: O. 935) Ci<T'a..C_-__P..J-77Y't E YYd 4i£i l 1Wind1•}:i Seismic ({!n f- a c t or e d) ----- uMaximum Per Braced---•--------- raced Bay From Teel Column Strut Force Diaphragm Column Strut Force Diaphragm W/DiaphrragmLineReactionW/D Diaphragm Action Reaction WIO Diaphragm Action Unfactor•edRIPS}. 4 TPc r f6IF}- 464IP r:— Factored Controlling 91 a E; : 3 1 -1. 926 0.000 0. 000 0.000 O. 0001-1. d3331f4. 9R2 ti. -- 0.000 i n d 21.000 1 679 3.270 1 1 . 92b 0.000 0.000 0.00031.000 1 594 1 594 11.926 0.000 0. 000 0.000 O. 000 0.000 Wind I 5.r-0?0 7t??_ ".___.. 0 OOf 9 fr 0. 000 5-0+3F}--1q C-Goo --4 -fJE)0 0. 000 Wind jjjj ar. l)tiJ i? 1 594 1 J9•=4 11.926 7, DOO O. 000 0" 000 41 000.._ Wi_nd--- - -1 49 000 b? 1 r rc, 3. 2 tl0 11.926 0.000 0.000 0.000 0. D00 0.000 0.000 U. 000 Wind Wind9. - 1 12 F--5'n";tr— 0.-OOti1..__._. 70. 000 0. 391 873 1 A. 926 0.000 0. 000 0.000 i1.-000 W-ind 0.000 0.000 Wind L• I:- 6 , JOB NO 529493FRUF i P 9,!i E SJ f'F:FiF.F F#iF iF?F#Y;t•'F:k#it########?F:k•:k'F 3F !•3F iF.#.t ?F .F##=}y. . ._-.. .____. _..__......' R 0 0 F B R A C Z hl 6 S Lt M M A f2 'v` J"r'-rif'!_ r!:3_. ..Itiirt.__rr. i.;ik._.-S:cFiF=e{;? DES C l nt -FOR C-F., Z I At4E h F r..F2rk1 rfti qF,t f-a hl V, if IN) LF_hh;:IFi -YF __-.. Y a. DUU 0. 2500 30-05-13 Cable 0. 000 0. 2500 30-02-02 Cab le i O-3-f)-------Sala-le-------- 4 0. C aU O 500 00-05 Cable 0 2500 29 00--05 Cab ]. e U.: --cJC 0- ...,._ ... 0 50:---9-Ci O,S----b se --- - 0, C<00 0.250 3C)--02--02 Cable 8 0. 000 0. 2500 30-05-13 Cable Y _ 0. 0 0 O. 25Qt?- 2-1=0 --02 - Cab-1-e-- - - - - - - -- - 5—---- L._.-t?L•(1--- 0_'?S-Oct-- a-1Y 04-C:a6.1e ; f r6l C?. 000 0.2500 23-00-13 Cable 271 4 0. 000 0.2500 21-04-10 Cable 0.ID00 I i t> aao 0.2500 23 as-13 Cable 000 0.2500 22--11-04 Cab le 32 ae i i3yl i' J --- ---' - —- - ' - —'-r---------------' 7,-zo JOB NO. 525',193osw PACE P. Q. BOX PORT:LAND, 2.70 TN CUSTOMER ADDRESSi SANFORD, FL. BUILDER ADDRESS LONGWOOD, FL. G OVERNING LOAD (--.ODE: 2-001 Florida Building Code LOADS 1111VFORIIATIC11'4: Designed As Enclosed Structure LOADING COMBINATIONS: DEFAULT DEFLECTION: L/240 FRAMED OPENINGS: 3 3 3 3 ti JOB NO. 529493RSW PAGE I S U M M A R Y G I R T D E.S I G N GIRT S A RE B Y - - F'R A I ED GIRT DEPTH: 8. 00 IN. NO GIRTS THIS BAY MEMBER I ENGTH SECTION DEFLECTION MAX UNITY INTERIOR 7'061E EDGE STRIP ALL ZONES 13AY 3 SPAC ING: 29-0 OP EN I NG I CTTOiv M vl GWS WIND COEFF --> GWp WIND COEFF P.C.TTON MAY IJN-LT-Y-. INTERIOR ZONE Header 29-0 MC8X21.4 L/572 0. 728 0.940 0. 850 BAY 2 SPACING: 2B.-6 4 NO GIRTS THIS DAY q* OPENING i MEMBER LENGTH SECTION DEFLECTION MAX UNITY GWS WIND COEFF ---- INTERIOR ZONE EDGE STRIP c- Gwp WIND COEFF ALL ZONES Header 2 1-6 mcs.-I. L/602 0,692 0.942 0 - O. - 85 - 2 ------- NO GIRTS THIS BAY WS-WJ-N-D-C-aEEF MEMBER LENGTH____ SECTION DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES I 0 '4961 4*p brt--5tC,A- VP Wl"-C> ID Fo A, JOB NO. 529%6', 3P, tIF-------- --- —_-- y > _ - P ., L n = TAU L r N^ 5 51 rM LNc._ _.._ _ f -- ----'- --- --- -- ti US-T044ER NAME-=-L-t,Ki—t"kAR4GOMPl- F K-L-1 t - i .. BU'LLiNAME- 1+ P 0- BOX = .) PORT' AND, ('N 37149- ! CUSTOMER ADDRESS: ' SANFORD, FL. r 3ER --- C .....- SUI•SSRAhd _ l R,>CT IRF..-S ...__`_t BUILDER ADDRESS LONGWOOD, FL. R '•F'hi.;#?QFtf###i.#4:#####tf##tE###•#########t:#•tf.#####k#IF it######iF hi.##i-!t i'####if###tr# B A C K S I D E W A !_ L. B R A C I N G D E S I G N R E P O R T I GOVERN NO LOAD COPE 00'. 'lorida Building Code r'} r PESIe;N I_Ct+>;)S SNFE7f,"•;?,'f.fO1V: Designed As Enclosed Structure I Occuranc_a Factor: I r _..._.1 i n-d : Eta 5 i ti L o a.d 3p ed--ttf3 i1RH---------Imgortarrce artor.--2. OU -Ex 's..BIdgeStripWidth: 7-00-00, KY: NA K2i NA K3: NA osnre- Kzt: 1.00 E- BRACINf'_.TYPE.i.ra."cit i=:-ader, - .-_naF'hr7 a--m n, t1Pf' L:[EP FND4,SALL LOAD: C,. 000 KIPS From Seismic 5. B73 KIPS From Wind (Intzone Coeff: 0.935 Endzone Coeff: 0.935) D-; AF iR-At Pi C AP A&-1-T-Y 26 I' ll p r 3 t 4J — 4T-P, t So D LS uoo mo 2?4 oFoWx p s me 'e -----------------+----------- NING LOAD CODE: 2001 Florida Buildinq Code I —nt'n— DESIGN LOADS INFORMATION: Designed As Enclosed Structure OCCUParicy Factor: T. NAME DESCRIPTION DEFL. LIMIT LOADING COMBINATIONS: NAME DESCRIPTION FACTOR LIMIT DEFLECTION OVERRjr.FS: NONE FRAMED OPENINGS: 96 eo JOB NO. 529493FSWX PAGE 2,1 S U H M A,R V G I' R T DE S I G N DEPTH: S. 00 IN. NO GIRTS "rHIS BAY ME1'1BER LENGTH sEC,T I ON PEFLECTI01',1 MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES 0. 9-4 BAY 2 SPACING: 2B-.-6 DE-F=, I T 11 GWS 'WIND COEFF OWp WIND COEFF I L)w S ----ALL---2-ON1= der 26-6 mcs x1iis L/602 692 0.942 0. 852 DAY 3 ELEVATION GA LFFT [_e p SPAN RIGHT LAP DEFLECTION MAX UNITY GWS WIND INTERIOR COEFF -'- GWP WIND CCJEFF 12-4 ')--o 29-0 L/118 1. 673 ZONE 0.940 EDGE STRIP ALLZONES 0.850 LENGTH SECTION DEFLEC ii MAX, UN I TY GwS 14 1 Nn INTERIOR ZONE rnFFF GWp EDGE STRIP ALL ZONES QA I ZPAP BAY 4 SFACING: 21-0 aPA WS WIND GWP WIND COEFF< 12-4 =,"l, AX IMIT TNIERTnp 7nt%IE- EDGE STRIP ---ALL---7-aNES 16 L/ 1205 0. 37 7 1.040 70 0.950 r17 0-0 L/68 3. 163 1 1 0. 940 O. 850 LENGTH SECTION DEFLECT I ON MAX UNTTY Nn- C-OEE INTERIOR ZONE F- -_ ems-QWP W.I-ND-C-OF-F_F. EDGE STRIP ALL ZONES OPENING 2 WIND COEFF CWp WIND COEFF I TTn MAX ONE ALL -Z. S I. 2- 3/8 C 16 GA L/333 O. 717 1. Ole R- i 4 h-t-jRmb- 0.928 12-- 0 2-3/8 C i6 GA L/4059 0. 160 1.062 0.972 NEMMER SEC -f I LIN DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES J i z- z o-o z m- a-o sr " 26 27 JG 32 13 35 36 lo 42 13 11 51 52 OPEN I NO 1. MED`IBER L E'! I I i SECTION DEFLECTION MAX t-)j\jITy jjq"rERIOR ZONE EDGE STRIP ALL ZONES T-LEVATI ON c- A SPAN R I CH F L.",P DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES OPENING I pi JOB NC). 52941-93C., PAGE Ix rp-By fh(, TOMECUS -7.R NAME BU I I DER NAMEP. U. BOX — - ------- tczi_13 37.Yl RAE u. 4- 7 B E A lyl D E S I G N R E P 11 R T SECTION DEPTH: a-08— 00 7---BEAM IS DESIGNED BEAM TYPE IS CONTINUOUS ALI— LAPS MAY EXIST PANEL TYP LEl"' EXTEENSION RIGHT: 0-00-00 LOADING WIDTH: 4-00-00 OVERALL DEFLECTION LIMIT: L/120II d--_ Lj A _1V Id L-jK-13 CRIPPLING 9i NONE I;l* 2d DEFLECTION LIMIT OVERRIDES: 22! NONE 2:d 12-11 F NONE 271 DEFAULT 3d 1 C -1 AID 32 DEAD LOAD- DwOOO PSF 13 LIVE LOAD: 0. 000 PSF WIND LOAD: fl- 500. PSF COLLATERAL LOAD: 0.000 PSF NAME D ES C, R I P I CJ N DEFL. LIMIT w LOAF-ING CLDMB, 111NAT IQt%!Z3: OVERALL D E G CR I PTI _0 N1 FACTOR SEISMIC L. 11-11 T C) CI 01 w I r1ir, 0001 1. 00 WL 12 t JOB NO. 52?4939 PAGE s P E C 1-A L A R F A L 0 A D S P!-.IF.,IT!Vr- UPWARD AND POSITIVE TO THE RI', HT. LTVE AND CLX I.-ILLERAL J MAO3NITUDE"S ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS. ISO. FT LOCATION ----- T I E WIDTH START END START END III ---IL BAY I WI19D T_ LOAD 4-00-00 --- 113.500 -18.500 0-00-00 29-00-00 18.500 0-00-00 14-00-00 D F F L E C T 1 0 N S ERTrCAL 19 POSITIVE UPWARDS zn L 0 A 1) NAME BAY Z2 --------- ....... - COMBINATION DESCRIPTION LOCATION VERTICAL DE I SCRIPTION ACTUAL DEFLECTIONS (INCHES) ALLOWABLE 23 1 24 W NID MID -SPAN 1.910 2.900ono-1. 2 W I NID MID -SPAN -0.250 1,400 LOAD NAME BAY CONDIfIOIv DESCRIPTION LOCATION VERTICAL DESCRIPTION ACTUAL DEFLECTIONS.' (INCHES) ALLOWABLE WL. 1 301 W I !,-,I D !_DAD I11ID--SPAN 1.910 2.900 i. W.I.- 2 WIND L040 MID -SPAN -0. 250 1.400 32 34 S U P P 0 R T R E A-C T I D N S 35 L__ _-IVE DTRECTIDNS: 37 HOR17ONITAI.... POSITIVE TO RIGI-M VERTICAL. POSITIVE UPWARDS, MOMENT POSITIVE-: CLOCKWISE LOAD LOCATION HORIZONTAL VERTICAL MOMENT 19 NA -ME BAY DESCRIPTION KIPS) (KIPS? (KIP -FT) LEFT ENID 0.000 -.0. B53 0. 000 LEFT' ENID 0. 000 -2. 251 0. 0 0 0 0001 2 RIGHT END 0.000 -0.073 0.000 171 D E S I G N E D S E C T 1 0 N S 19 q, -L h. N. tl. n. lip 175 G ECTION NAME 0. ODD SUVIMARY REPORT* 191 C-- MAX. UCK BETWEEN POINTS UNITY CHECK 0.8927 72 S n * ,,'' 25 n E p o nr* I i"ILB I L-: tt-Rm.1, 1 !.VE AX-FAI.- LOAD CAUSES COMPRESSION IN MEMBER. Posi*rivE DIRECTION F13R MOMENT IS CLOCKWISE. SHEAR AXIAL MOMENT(TOP) MOMENT(BOT.) SHEAR AXIAL MOMENT 0.000 JOB 1"10. F - G E I'll, tf P U R L I P1 BFIACE-9* BA.' 13PRAC*E RI -INS W E I G H T C.UMMARY-* PROGRAM ID: 2.2.AAAC.AAAC-AAAC A".'Si SHAF E-S 1 0. 518 61 70. DIS 711 THED. /ACTUAL S. '5 2 5. 116 TLYT',,iL WEIGHT 1R4. 15? LDS. 13. JOB NO. 53'7 1 f3RUF PAGE 13 U. c1S.__. V.....__ .__. !..- iU TUlIER NAME----_.Lt'-+.E £91yPY_ LIINM_ 4._.L-.1.3__ P.0. n,. . R ! .13 I_LDER .tAl1E__..._ 3.UI'•J3PAl+i. STRUCTURES- P. :C_ 3`;? PEa;-1_A>VD.. TN 3-146 CUSTOMER ADDRESS: SANFORD, FL. t BUILDER ADDRESS L_ONGWOOD, FL. t cl i•:=i i 1;1#t?-#if -t: Y,-###if x.#,=##k tf###if########•G-C•#4=t!•if t:#if ii###i'##if -K t###ix#if#+:##i.: if tf## R. 0 1`I T S I D E W A L L B R A C I N G D E S I G N R E P O R T# ib#.#3:-#_#:K#i:--lt-k-tEic'!'!r.#.3E it-3=:1•l.i'-:K-'k_#x#.#_#.#.#3'.###.#_ tg,- LOAO CODE: 2001 Florida Building Code Il.j L`tOIG!; [_Of`,DL ;hdF;1r:raA7 OPJ: Designed f-,, I'nclo=ed Structure Occupancy Factor: I Wiztd..;..... ......_ ...Ba.:...imc._L.oa.d ,-1.8.._4-5--..T'•c.+G-----`-' uP.:--1-1-8--I`tE'-E--E.x---rs.Sur. e_:--_IIEdgeStripWidth7-00-00 K1: NA K2: NA k3 NA L;.z•t 1.00 r?fiA%-riy4: TYPE, Dilap-hrragrn- capac i.tq -y.s_...a-d.e_g 1P'-L.E L fNDWA!_L LOAD: 1).000 KIPS, From Seismic 5.373 KIPS From Wind (Intzone Coeff. O.935 LndzoneAPAC--I-i k-. __,__ ...__(,_O(t}._ 1ti_I_Pa..._Fctr--._ Seismic---_-.__ Coeff: tY_-kC1P.S-Enr___!1in.d___ 0 3= 26 z.. 30' 32. 3:1 1371 3C 3Et' I3 l I' lu! I' t I 571 I - JOB _._._`-...-.._.... .... r_. F`UIL..DINE> f-,`. ITEMS, Ith!C. Cl.!STOfi'fF:f3 NAME LAKE tIARY COMME ` E* F'K. f. 13 BI.,.LDER P,IAtIE UNSPAN STRUCTURESOii:)RT .':"•? ), Tht S'?3. 7-£ ! Cl1STOP'IER ADDRESS: SANFORD, FL. t ,- BUILDER ADDRESS L OCJGWOpB, FL. ------- --- y..:E..}}..iF?l..s'Fz-i•#.tiF:k##?.M1il'•F##?Fi1.3t=:F i4 kt:ki}3}#Y 3t :k 3Fi}.>t i}###i}##iF######'.F##3F)F I_ E F T E N I) W A L_ L D E S I G Cd R E P O R T at' _ ^ C __..__ _____._. __.___...... ...._______ __.._..__. __ ____ _ _. t##}##'k#IF##:E##it}#:k:k#it:k#iF i1•#i4:##.'F##fi it.y}..###...=### GOVERNING LOAD CODE: 2001 Florida Building Code V 1 ---- 4" W n":+iii.rN: Designed As Enclosed Structure Dead:2. 00 PSF Collateral: 3.00 PSF L._i e.;.- -- -- - L.. 00 PSiWith TrihutarrgReduction Wind: Basic Load' OccUpancy Factor: I Minimum Live Load: 12.00 0 o. Speed: e d: 1 10 MPHht -- ---------------------- P Importance Factor: 1..00 Exposure: B------- F_:Ige Strip Width: 7-00-00 K1: NA K2: NA Ka: NA IF.zt: 1.00ai_Edition: 1. rY` 6 DES ION END BAY 31.t 14--06--00 j 1 •1 •-04--00 -..Q-ce-oa..: 10-00-00 s-Oo-oo > o-oo-oo s-oe-coo 11-04-00 ---- ------ I BACV, ROOF SLOPE: i.. Oa-)/12 DEFf._ECTION DEFAULTS: GIRTS RAFT E COL-UMN zs) DEFLECTIONILIMIT' ):ERR1l:ES: NONE # ----- ---- I FRAMED OPENINGS: L/240 S L/240 r RuN I CF4Vt t-IL I I : 1B-00-00 FRONT ROOF SLOPE: 1.000 12 weur, x a.-I--VD--QU HIGH IN BAY 1 AT 0--00-00 9-08--00 WIDE X 12--00-00 HIGH Iht BAY 2 AT C--00--00 10-00-00 WIDE X 12--00--00 HIGH IN BAY 3 AT 0--00-00 8-00-00 WIDE X 12-00-00 HIGH IN BAY 4 AT 0-00-00 0--00-00 WIDE X 1.2-00-00 HIGH IN BAY 5 AT 0-00--00 i-'O8-'00 WIDE X 12-00-00 HIGH It'd DAY b AT 0--00-00 WI1DE X 1.2--00--00 HIGH :I hi 13AY i AT 0-Ot]-00 LOADING CONDITIONi3: hIAME DESCRIPTION COLUMN DEFL. LIhtII- RAFTER DEl Jw( Sel't' Weight I3L_. Dead L..-O ad L. LIMIT 1.V 0 L.o_ad L../ '240 CL_ Ci ll:_ateraI L._oad WLi Wind Uplift 1 PACE NAME L W'3 >ir-t Wind SUC-tiOT-f L,' 24o Girt W j. n d P r F, E. S, U rl E, W, L Lo", i I -- ------- j.t.4 Long. Wind R WL.? W -i n d L s, f t 72 WR 2 Wind P, i q h t L [D-A l]l N NA41 E DES(. R I P T 10 NI OVERALL- DEFLECTION LIMIT FACTOR HOR I Z. VERT. 0-001 DL4LL+CL 1. 00 0100 L)L+. -15(LL+CL+WLlfGWS-) 0104 7 5 (LL I-C-L-f-WL I-+ GWP) I 00 1. 00 DL+- I. 00 0115 DL+.75(LL-4-CL+WR2+GWP) 1.00 0129 DL+.-5(LL+CL-i-WL-i-'-WS) LL -WE, 1.00 01, 4- CL:T L4 P + C- ) DL_ --. I . 00 DL"-. '--54LL+Cl +14R+GWP) 1. 00 5 IF ltDL+WLl+GW. 0160 6DL+WL14GWP 1.00 0161 6DL+WL+GWS 1.00 6DL+WR+0-!,,)S 1-55- 0 1 E,3 6DL+-WL-f-G1,,)P 1. 00 0.1 1. 00 0166 DL+WR2+GWS 1 .00 0167 6DL+WL2+0^WP 1. 00 0165 6DL+WRI--i-GWP 1. UU N-'%ME C 0 N Dl T 10 N S, PT 0 P 6 0 i 1. -00 SWT 1. 00 DL 1. C)0 LL 1. 00 CL 0100 1.00 SWT 1.00 DL 0. 75 LL 0.75 CL 0.75 WLI 0. 75 GWS O. 5 LL 0 1 IDS 1. 00 Sw, 1. 0, kD DL. 0. 75 LL 0.75 CL 0.75 GWS 0. 75 WL2 s t.-4 r 11 . 0, C) D L 0. 5 LL 0. 75CL 0. 7 5 GWS O. 75 WR2 1. jO SOT----f- 0 on5 i.00 -sw,r 1. 00 DL 0. 75 LL 0. 75 CL 0+ 75 GWP 0. 75 WR2 0129 1. 00 SWT 1. 00 D L 0. 75 LL 0. 75 CL 0. 75 GWS O. 75 WL 1. 00 P DLU. ff, LL L 75 -0- VWI;-j 7--, 0 13 5 1. 00 514T 1. N) -m- 0. 7 5 L L 0. 75 CL O. 75 GWP 0. 75 WL 0136 1.00 SWT 1. 00 DL 0. 75 LL 0. 75 CL 0. 75 GWP C). 75 WR c) 1.00 WLI I . 00 0 16 0 O. 60 SWT 0, 60 DL 1. 00 WLI 1+ 00 GWP o/ JOB NO. 529493FR. 0 1 LS 1 0. -f,() SWT 0, 60 DL 1 00 GWS 1. 00 WL 0 0. -,CIO SWT 0. 60 DL 01 b3 0 tO GWT Q. 60 DL 1 00 GWP 1 00 WL 0164 0 60 SWT 0. 60 DL 1 00 GWP 1 00 WR IJ 5 60 SW r 0. 60 DL 1 00 GWS 1 00 4JL2 1 0166 C,%. 60 SWT O. 60 DL 1. 00 GWS 1 00 WR2 0167 0 60 SWT PAGE L 1.00 GWP 1.00 WL2 01-68 0.60 SWT O. 60 DL 1,OnGWP 1. GOWR2 AREA MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD 15 POSITIVE FOR PRESSURE. AD C 0' N D T T I ON LOAD LOADING MAGNITUDE LBS./SQ.F'T.) LOCATIONMEMBERTYPEWIDTHSTARTENDSTARTEND DL BACK RAFTER DEAD LOAD 14-06-00 2.000 2.000 0-00-00 35-01-07FRONTRAFTERDEADLOAD14-06-00 2.000 2.000 0-00-00 35-01-07LLBACKRAFTERLIVELOAD14-06-00 20. 000 i=!U. 000 0-00-00 3 -_ , 1 -0', LL FRONT RAFTER LIVE LOAD 14-06-00 20.000 10.000 0-00-00 35-01--07WL WL BACK R A FT E-.,: R WIND LOAD 14-06-00 16. 048 16. 04e 0-00-00 35-01-07BACKRAFTERWINDLOAD14-00--00 7.010 17. OIQ 0-00- 35--01-07 I WL FRONT RAFTER WIND LOAD 14-00-00 2.951 2.951 0-00-00 35-01-07 F WL IWL FRONT RAFTER - WIND LOAD 14-06-00 10. 145 10. 145 0-00-00 35-01-071BAc!4 RAFTER WIND LOAD 7- _.00 19.922 I9.922 28-00-00BACKRAFTERWENDLOAD7--06--00 23.611 23.611 0--00-00 7-00-00WLIBACK - RIIINFTER ER WIND LOAD LOAD 7--oo-00 23.611 23.611 0-00-00 7--00--00Ev'L'1 BACK R,TFI WIND 7-00-00 23.611 23.611 35-00-0-0----1WLIBACKRAFTERWINDLOAD7-00-00 23.611 23.61.1 7-00-00 2B-00-00WLIBACKRAFTERWINDLOAD7-06-00 19.922 19.922 7-00-00 28-00-00WL1FRONTRAFTERWINDLOAD7-06-00 19.922 19.922 7-00-00WLIFRONTRAFTERWINDLOAD7-06-00 19.922 19.922 28-00-00 35--00-00WL - I ------- F - RONT RAFTER W I hi D LOAD 7-06---00 23.611 23.611 0-00-00 7-00---OoWLIFRONTRAFTERWINDLOAD7-00-00 23. 611 23.611 28-00-00 35-00-00WLIFRONTRAFTERWINDLOAD7-00-00 23.611 23.611 7-00-00 28-00-00WL1. FRONT RAFTER WIND LOAD 7-00-00 23.611 23. 611 0-00-00 7-00-00WL2BACK_ RAFTER WIND LOAD 14-06-00 7. 010 7.010 0_00-00 335-00-_-75_G ------ - FRON F, RAFTER WIND LOAD 7-06-00 23. 611 23. 611 0-00-00 7-00-00 is WL2 FRONT R RAFTER WIND LOAD 7-06-00 19. 922 19.922 7--00-00 28-00-00WL FRONT RATER WIND LOAD 7___o0_0o 23. 611 23.611 WL2 FRONT RAFTER WIND LOAD 611 23.611 0-00-00 7-0- 000- 00 00 WL2FRONTRAFTERWI1\11) LOAD 7-00-00 23. 611 23.611 7-00-00 2B-00--00 11MIND--- 14_2 FRONT RAFTER 0 6 - - Or,) 1'?. 922 i -9- t-,! R BACA", RAFTER t,-J 1 N 0 LOAD 4-06-00 145 10.145 0-00-00 35-01---07 I•-, ID BACK RAFTER 14 1 ND LOAD 14-0_0-00 2. 951 2.951 0_00-00 35-01-01 WRFRONTRAFTERWINDLOAD14-06-00 3 WR FRONT RAFTER WIND LOAD 14-00--o0 7.010 7.010 0-00-00 35-01-07 BACK_ RAFTER WINDLOAD 7-00--00 23.611 23.611 7-00-00 28-00-00 JOB 1110. __.4-31-h PA 7 7 1r} LCr L_OA%Il1= rr6?hdl,?E (_IiS_ j^ END -- - - ---- -- -- WR2 BACK RAFTER WIND LOAD Ctb-00 i9 ?G > WR _ IJ At::K Rr,F F}F? WIND LOAD 06-:)0 U OO h K RAFTER WIND LOAD 06.-00 19. 922 19 922 jBACKRAFTERkiINDLOAD00-00 2;7. 61 L 23. 8 0' 00 35 '00 n0 2 nr t K RAFTER 1,JINi LOAD 00--00 L'3. bi i 6 1 1 2 8 ',)0- 00 35- 00-00 i L,+ 12 FRONT RAFTER WIND LOAD 14-06-00 7. 0.10 7. 01O 5_ O C. 1Ir1 -K RAF'"fl=Fd COLLATERAL 14-06-00 3. 000 3. 000 O- 4)0 -00 3- 00 C: t.. FREN\11 RAFTER COLLATERAL G6-'00 000 p O- 0-00 35--01-07 SPECIAL LOADS: NE- ASUREMENT CONVENTIONS: SPACE LOADS - LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. C) 10Eid'1 F2A? F:.D L_i7AD hfAGNITUfJFti APP F_n-c rTT,.tF zenr, ruc' a r..- q n t- 7:`:3 HORIZONTAL VERTICAL MOMENT LOCAI-ION - COtlOZTIONh1ENIDEFtFY'PF KIPS) I IPS) J- QfitLOCA1- QFRTIC G------------ z: TACK CORNER SPACE LOAD 0.2: 0. 000 0.000 0-00-00 12-00-00 GWSS3!?Ckti CC?RPIEP Sk'ACG- LOAD O. 2-) tJ WIND COLUMN 1 SPACE LOAD J 545 0.000 0.000 0-00-00 12-00-OG----------- GlJSWINDCOLUMN1SPACELOAD0. 527 0. 00-0 0.000 CJO-Ci0 17-04-00 GWSWIh.III COLUMN SPACE LOAD GWS WIND COLUMN 2 SPACE LOAD 0.666 0.000 0.000 GWS WIND COLUMN :3 SPACE LOAD 0. 487 0. 000 0.000 0- 00-00 1.7-04-00 CiW4 b1.1:h1I:) COLS)C"!Cd 1'PACP. IOr'D 0. -U.000.-.-._-- 0- 00-00 12-00-00 ) 1`) WT.11.1D (:OLUt'IN 4 SPACE LOAD 0. 487 G. 000 O. 000 Ir; 1,11 iND COLUMN 4 SPACE LOAD 0,677 0. 000 0- 00-00 12-00--00 0. 000 O-(JO- 00 17-04-Or_l Gws WIND COLUMN 5 SPACE LOAD O. b66 0.000 0.000 0-00-00 J` 141141) COLUMN b SPACE: LOAD 0. 545 0. 000 0.000 0-00-00 1' 7-04-p0---------- C1IP: ID ('i71..t..Jt!N 6 cc`ACE LOAD O. 527 7=0 12- 00-00 FRONT CORNER SPACE LOAD 0 304 0. 000 n On 0 c-prJ--00 J 12-- 00-00 Gf:1S F"FtON'T CC RNER SPACE LOAD 0. 237 0. 000 0. 000 0-00 -00 1 G),, 11' PACK CORNER SPACE LOAD 0.193 0. U00 0.000 0-00-'00 1.1•-15 GEJPWINDCOLUMN1. SPACE LOAD 0.487 0.000 0.000 0-00-00 12-00--GO 1F-------t3(L} ti1LUh1h+ 'L FACE L.OP,LZ f J. JP WIND CCILUPIN 21 SPACE` i...OAD 0. 483 O. 000 0.000 O-( f_60---'Ci--i{=c_its JF' 1. ? ) IN.I. COLUMN 2 SPACE ELOAD 1 1 1 p 00 I 0- 00-00 12-00-00 rA 000 0-00--Op 17-04-00 WIND COLUMN 3 SPACE LOAD 0.621 0. 000 0.000 0-00-00 17-04-00 - GWPWINDCOLUMN4SPACELOAD0.447 0. DOC) 0.000 0-00-00 12-00-00 G(IF' Gt• JP WIMP WIND C L.(.t'1N CO)._. l.1MN 4 r.:> E3 F- A C E L C7 A D ---- c.r . J c., SPACE LOAD 0. 103 0.000 0.000 0-00-00, 1=-00--00 wt4_11\1D COLU1`1N 5 SPACE LOAD O. hl l O. 000 0.000 0-00--00 17--04-00 i:JP 6dIND C.OLC.1Mh1 f_ OFFICE LOAD O. NBA---LS-6fSi'--i OTS J---- ---- GWP WIND COLUMN 6 SPACE LOAD 0.478 0.000 0.000 0-00-00 17-04-00 Gl.,ll- FRONT CORNER SPACE LOAD 0.246 0. 000 O. 000 0-00-00 12-00-00 3 JOB NO. 529493FR r,, T- 1- 6'-,4 - - -, - -M --- -J' I - - - - - - - - - - - - — - - - — - — HOP I Z ONTAI VERTICAL TYPE 4 K IPS) MOMENT LOCAT Ol'-.1 --- --- --- -- ---- > BER I/N-iPS I '(KIP -Fr) -VERTICAL ------- ---- FRONT CORNER SPACE LOAD -------- 0.193 0.009 0.000 0-00-00 9-11-15 1 R T 1-.. 0 A (.) I N G Ia LE D E S CR I F`f I ON t j. Vi d S L: ( t i D 11 o-W, Girt Wind Pressure MCS Mem, Con Wind Ezt.;ct j1pm-c- Wind Pres 1114 1-11 C cl tI B I N A r I ON S: N A 11-1 F- P 7 T 00C)3 WL Suction L000-1Pressureressu r P NAME - CONDI 1-1 DNS.,,' FAC.-TDRN S 0003 1. 00 GwS 1. 00 mcs 0004 1. 00 :-DWp 1. 00 M(-.p OVERALL DEFL. r Au I UH L III I T SUMMARY R A F T E R 1) E S I G N RAFTERS ARE NUMBERED FROM BACK SIDEWALL E S If G N I-` D S- F. C T I C.1 14 5 UNITY ER LENG'TH LIBRARY SHAPE CHECK (L/XX I 2695 WEIX10 O. 2598 -2441 MKOMENT."SHEAR CONNECTIONS: OUTSIDE ------ -------- ------------- SHIP. PIECE ENID PLATE No. STIFF. %-.------- MOMENTSFCO\, INSIDE J: r -ffMFl"aBEFR NtJMBER No. LFNG TH WIDTH -THICK. PIA. TYPE BOLTS T 11 C K. ACTUAL TYPE DOLTS THICI DES I GN E ACTUAL m JOB NO. ',-52. 4 .3FR PAGE % e-'Y------- W E B S T I F F E N E R S# ----- - --------- ----- -- -- -- F f#>F+iF'k ?i•:k :k #?i' F'3t'1=+#iF###*3t :k'it#=+ E.:`•jnt.iALL C- SNIPPET) PIECE -_:> WED (STIFFENER I....ENGTlf WIDfH THICK. 12Y:R NUMBER LENGTH LOCATION Ihd? (IN) IPd? SIDES 1.8125 G. 1900 ----------- 10-04-02 7.5000 1.9125 0.1900 2 20-00-08 5000 1. 8125 0. 1900 2 an- F`.• 3:1.-Q1 -C?: 00-08 7. 50U0 1. 8125 0. 1900 G' 14 --00-1 5 5000 1 . Q 125 0. 1900 2 34--01-12 5000 1. 8125 0. 1900 2 t#.>F:'t##,i#?F'k?I't#iF###•:+iFit-+#3h':4###!f 31'?F##4* SUMMARYA R. Y COLUMN D E S I G N# COLUMNS ARE LISTED FROM BACK SIDEWALL Ot- "S" I DE: FLANG. rG . WEB INSIDE_ FLANGE UNITY DEFLECTION 1.7-01-00 W8X18 % O 1354 t:f •I_._._`_ 1 ? 1'i _. WEX . C 01.... 3 I Fs-09- 00 CC]L... 4 L-- 9-0700 WSX 18 GdoVrJ P 0. 2353 2789 . WEX1.R. V`Z VS N> 0.2398 2789 C Ol._. -S 1c<-U,-,_00 WEY1E 7 1''-11-06 LJRXI.R 0.2358 2789 0.2363 3658 j A'F a1Plr•1FC'r T Ohl^ PLATE ---- ---:> _-- BOLTS --i iEMBE-_R WIDTH LENGTH "THICK. NO. DIA. is 6. 000C:' f 6250 0. 2.=•00 9' O. `:OOC? s' COI__ 2 6. 0000 8. 625f) 0.2500 4 0. '';nnrz 1 STIFFENER :----- ACTUAL FORCE (KIPS, FEET) THICK. LENGTH SHEAR UPLIFT COMP. MOMENT ' 0. 0000 0.0000 0. 352 - 1 671.---'E_966 U 000 O. 0000 - O. 0000 0. 814 3. 1-45 4. 1 -19 0.000 Ji.-JB NO. 2?45'3FR P A G 34 NCER WIDTH PLArE LENGTH TH7CK.NO. NO BOL-rS I _ STIFFENER ACTUAL FORCE KIPS,FEET) D,±). JICT1 K. LENGTH SHE, AiR UPLIFT COMP. MOMENT r_. 1 :1 i 4 '00DD.- 8%. 625.. 0 2500 4 0. 5000 0. 0000 0. 00C)o U. 953 2. 9 9 5 3. 0 C) 1") 0 E.3. 1 250 2DOO 4 5000 0. 0000 0. 0000 0. L198 2.747 600 000 C. L 5 6. 0000 S. 6250 O. 2500 q 0.5000 0. 0000 O. 0 O. 890 2707 3. 368 0. 000 C L 6 6 () 0 *0 0 B. 62-9-0 0, 2500 4 0. 91000 0. 0000 O. 0000 O. 3. 368 C. r-- L - 6 - 0000---- l. 6250 0,2500 4 0. 5000 0. 0000 0. 0000 953 O. 874 3.001 3.443 3. 600 0.000 C L E) 6. 0000 E> . .5 2 1:.- 0 o. 2:5oo 4 0. 500C., 0. okncio 0. 0000 4. 149 0. D. 000 0000. -52 1.671 1. 966 1= PLATE BOLT13 - ------ STIFFENER ACTUAL FORCE KIPS,FEET) LffR 1,41 DTH LENGTH THICK. THICK. LENGTH SHEAR UPLIFT COMP. COHL 1 10, 0000 EJ. 6250 0, 3750 4 0. 0 0. 0000 O. 0000 O. IBB MOMENT I 487 2272Cc..;i I Q - cl 0 0 C.) 18. _1%2 50 0. 3750 4 O. SOU 0. 0000- U. 0000 U. 199 3. 252 0.000 C :1 0. 0000 8. 6250 0. 3750 4 0. 7500 0000 O. 0000 0.240 2.794 4.471 0.000 C 01.. 4 10. 0000 3.6250 0. 3750 4 7 5. Ol 0 0000 0. clo0c, 0. 266 3.936 0.000 C.C!R- 5 10. 0000 8. 6250 O. 3750 4 O. 75'00 0.0000 0.0000 0.266 2. 537 2.497 3.719 0. 000 C. 01 V 6 10. 0000 62 50 0. 3 -755 0 4 0.7500 0.1-D000 0.0000 0.240 80 3.719 0.000 C 0. 0- 7 H-1. 0000 R. 6250 50 4 Cl. 7500 0. 0000 O. 0000 0.199 A2. Q 3. 3.936 C. Cl I 'S 10. 0000 B. b ' 5 ',') 4.1. 3750 4 0. 7500 0. 0000 0. 0000 251 4.471 0. 000 0.186 1 . 487 2.272 0.000 DATE S - A P R - - 21 C' 0 '1 JOB NO. 529/1-93FR PAGE 2 z% BACK SIDEWAL.L.) DIRECTIONS: HORIZONTAL POSITIVE TO RIGHT, VERTICAL. POSITIVE UPWARDS, MOMENT POSITIVE CL.00KWISE L 'AD mi I NCONIC t IOR 1 ZONI -ALHFM -1-3 1:: NAME D. E S C. R, I P T I G .111 I p S v' I P KIP -FT) COL._ 1 0001 DL.-I-L-L+CL COI 0 0 COL- 2 3 0001 0001 Z)L-+L-L+CL. 0L.+L.l-.+CL. 0.000 4. 471 O. 000 D I L C, O. 000 3. 936 0.000 COL 5 0001 L-,L+L-L-+CL 3. 719 --------------------------- 0.000 3. 719 0. 000 O. 000 3. 936 0.000 COL 8 0001 4. 471 0. COL. I Oioo 751"L-L-4-Ct-+WLI+0WS) 0.000 2.272 0.000 C L. HAL. I q-GWS) 0. 141 0. 48e 0.000 C c1l 3 Oio() DL.-+. 7 5 Q-.l-.--FCL-+WL I + GWS C!--!L- OL- 4 5 01130 OiO0 D1.+. 75(LL+CL+WLI+GWS) ff. -L c -L - W I + G t -4S ) 0. 180 0. 200 0.838 0. 891 0.000 0.000 COL 6 0100 rL-+. 75(L.I,--+CL+WLi +GWS) 0. ISO C 7 0 10 DL+. 7 5 i LL-+C 1-+WL 1 +GWS) 0.838 O. 000 1 13 D L- 7rj(i.-L-+CL.-+WL-1+G' (6,) 0. 149 0.844 O. 000 C 0- L - 1. 0104 F)L-i 75 (1-1-+CL+WLI i-OWP) O. 115 C 0 L- 2- 01011. DL-+. 75 LL.-+CL-+WL-I+GWP) 0. 1.33 0.4ee 0.000 25iI COL- 3 0104 DL+. 7 5 LL:-C-L- +WL- 1 -+GW P ) O.B44 0.000 pe,j COI__ 4 0104 BL+. 75 (L-L+C1-4-WLI+GWP) 0. 183 0. 091Ib.71 COI__ Lnl 5, 0104 L)L+. 7Z,(LL-+CL+WL1+GWP) O. 1,83 O.B91 0.000 0L. 6 010.10 nL 7 (LL-+C L--F WL I i-GWP) 0 000 COI_.. 10 ID 4 E)L--+ 75 {L.L--!-CL-4 WL 1-+-G'WP) O. 133 P 0 1-- F3 01.0 :1- C L. + W L- 1. + G W F' O. 1.15 0 044 0. O. 000 75 CCL Cc m 488 0-000 Cal- 2 OiOe n-L+. 7 5 (LL+C L-- WL-2+GWS) 0. 149 4.399 U. Liu 0.0001:131 COI__ 3 OIOR L)L-+. 75 (LL-+CL+WL2+GWS) 0. ISO 3.865311COL1- 0108 O. 000 Ioi Ct I ID E-11 75 (LA-4-C L-4 WIL_2+(zWS) 200 0. 5745 0. 000C1011bt5108F1LF, 715 0. ISO 0.833 u- 0. 000 COL. B 0iOe DL.*. 75 (LL+C L-FWI-2+GWS) 0.141 COL- I 010- 0L.+. 75, (LL.+Cl-o+-WR2+GWS) 0.141 0. 488 0.000 OL 2 0109 DL-+. 0,566 0. 000 CL- 3 0109 L+. 75 (LA-+CL+WR2+G'WS) 0. ISO T 0.847 COL. 4 0109 X.+. 71 Qo--l-+(.A.-0+WR2-1-GWS) 0.200 S 5 7 0. 000 C, 11 0. Q 0 C L-Ai 6 0109 Di-.+. 75 ( L.L-+C L+WR2+QWS 0. ISO 3.879 C ol.. 7 0109 DL+. 75(LL-+CL4-NR-1:-R+GWS) 0. 149 0.000 w's 4. 395 0. 000 I 14 P 5-2 Clclio- 2 01. 14 DL-+. 7'--, (1-1- 4-C L--o'WL.2+GWP 0. 133 0. 000 e ' rl I n i - i Al 4. 399 0+ 000 DL--)-. 75 (LL.+CL4-Wt-2+CL-JP ) twiclz? U-Durj 0.183 3.669 0.000 D E, 1'31Z CR I r T I 011\1 C f 1.. 5 cl, 4 11! -f,. 75 -L +WL2+GWP e: 01 4 D' -+-. 7--'LL-+-Cl--+L,IL2+GWP) C 0 L 7 0 i 4 DIL 4 75', LLA-r L++WL2+0Wr' I L ri p. 71,- '1 +CL-+WR"-f GkIP C 0 L 2-7' Ol 19 DL-'-. 79(LI-+CL+WR2-i-GWP) C 2 0 DL--+ L-L+CL+WR2+GWP) COL 4 Ol 5 DL+. 75 (i-.I-+CL-f-WR2-1-GWP C (D I- - t5 0 15 j, I.' L. L -- C L. 4WR2-1 GWP 7 MR24-0-wp) 7'5 C LL+'*"L.+WR2+GWP) COL E-1 01 15 DL+. 75(LL+CL+WR2--I-GWP) C L 1: 0 12 9 DLq-. 75(LL+CL+WL+GWB) i-. 75CLL+'L+WL+GWS) OL 4% 75 (L.L.+l-'L.+WL+GWS) 0 L la 0,29 DL-F. 75 L-[-+Ct-.4-WL+GWS) 0 :15. LL+CL+-kIL+GWS) iwi C 0 L 0 i 29 DL-F. 772(Ll-+Ct-+WL--FGWS) COL 01 29 DL-F. 75 Z L L + C L +W L +0 W COL 0129 DL+. 75(LL+CL+WL+GWS) COI_ L Oi3o DL-+. 75(l L+CL+WR+GWS) f23I1 c 0 L 22 0 130 DL--F. 75 (LL+(,L+WR+Gl,,jS) 1 C 0 L 3 0130 DL+. 75 ( L.L+C+L+WR+GWL.,) C C-1 L let 0 1 :To DL-'-+ 75(LL+CL+WR+GWS) 26! COL. 5 0130 DL-I-. 75(LL+CL-f-WR+GWS) 0 L b 0130 DL+. 7'5(LL+CL+WR+C-WS) 0C L. 01:30 DL.-+-. 5 LL+CL.+WR+GWS) 0 'lL B 0130 75 ( LL +rL +WR +GlAIS Cc-q... L 0:135 EIL 4-, 75(LL+CL+WL+C)WP COL Q 0135 DL+. 79-(LL+CL+WL+GWP) COL 13 0135 DL+. 75(l L+CL+WL+GWP) COL 4 OI 35 DL+. 75 (LL+CL.+WL+GWP ) COL. 5 0135 DL+. 75 (t-L+"L-4-WL+(;14F) 3f COL_ 101 35 DL-+-. 75 (LL+CL.+WL+GWP) C. 7 0 13 5 DL-1--. 7 5 (LL +-CL +Wt.. +(,wp 0 L El 0135 DL+. 75( F-L+CL+WL+G[ljp) COL- L 0136 DL+. 75 (LL+CL+WR+GWP ) 0 L 0136 DI-+. 75 (LL+CL+WR+GWP) COL. 0! 36 0136 COL ER 0136 COL. 1 01 59 0 15; 9 COL al cli 517 COL 4 0159 COL 5 0159 0 L-. / -1 k L- I- - L, I- t VJ IN 1 I,4 WY' ) DL++ 75(LL+CL+WR-LGl,JP) DL-4-. 75(LL+CL+WR40WP) DL+. 75 C -CkC L4VJTGWP.. DL.+. 75(L.L+CL-I--WR'+GWP) DL- I-.75(LL+CL.+WR+GWP) Dl++. - I WL 1 4-GW13 6. DL+WL I +GW6 6DL+- WLI-t-GWS JOB 1417. HDR 12 ON TAL KIPS) 0. 1.83 0. 165 r D. 133 O. 115 0. 115 L). I Lq:j 0. 165 0. 183 0. 183 0. 165 0. 133 0. 115 0. 141 0. 1119 o I. So 0. 200 0 12 C-) 0 0. ISO 0. 149 0. 141 149 130 0. 206 0-- oo 0. 180 0. 149 141 O. 1-33 0. 165 0. 183 0. 183 0. 165 0. 133 0. 115 0. 115 r W. 133 O. 165 0. 133 0. : 193 O. 165 0. 133 O. 115 0. 199 0. - 140 0. 266 0. 266 VERT. 1 CAL 0", 1 PED MOME'. 111 1-1' K I P-47) 0. 945 0. 000 0. 833 O. 000 0. 946 o.00O 0. 488 0. 000 O. 566 0. 000 0. 842 0. 847 0. 957 R 58, 3. 879 4. 395 2. 230 0. 553 0. 762 O. / 14 0. 746 1. 682 1. 755 1. 959 1. OBB T 661 1. 960 1. 750 1 . 0 -11 0. 776 0. 709 0. 763 0. 527 0. 5,93 0. 762 0. 714 0. 746 1. 682 1. 755 1. ? 59 I * oee 1. 061 1. 960 1. 750 1. 711 0. 0. 763 9 2 7 1. 487 3. 142 2. 628 2. 343 2. 3-43 O. odo 0. 000 0. 000 a- 6do- 0. 000 O. COO O. 000 0. 000 0. 000 O. - - 6 0-6 0. 000 O. 000 O. 000 0. 000 0. 000 0. r)OO 0. 000 0. 000 0- 6-0-0 O. 000 0. 000 0. Coo 0. OCIO 0. 000 0 000 0. 000 0. 000 0.' 000 0. 000 0. 000 0. 000 0. 000 0. 000 O. 000 0. 000 0- 000 O. 000 0. 000 0. C-Ioo 0. 000 0. 000 0. 0013 0. 000 0. 000 0 I',7a,x i.._t AT- rir'S"'11 t OlMS 1:1,,!;YTI0N FIORIZOt•TAI_. V+=: a1fr ! PF;tsF CTi P'lOP4F t••tlL:a^i2'LF'rION KIP`` ., t{ S) (, fF.,• I KIP--F-T7 L•u ._ rs CYL S`=3' h. DL.+tJL.i-FG!JS COL._ t1 ;c 6r-I1._+WL_1+:,Qws O. 240 2. fi28 O. 000 Ct;i__ 8 C?15:' 61':?I_a-lJl_1.-FC;W`'1>; E3 0. 199 3 142 O. OOp L: ._ 1 C• 6r:rL_i..W:__1 :LIJF i. C_'•L._ 1 :'O a )-?L_-F lnll._1-FGWP O. J.53 L. 487 O. 000 0 COL_ 3 C?'i<',O 6Dt_+WL_1+GWP 0. 178 3. 142 0. OOCI COIL 1 0160 6i)L+t+li_1+GWF• O. O a-_ J -----------------_.-__-- COL. 5_:.'1bO n17L+WLI+GWP 0. 245 2 343 O. 000 rr C160 6I.GJF 0. 245 2. 343 0.000 LCOL iz3 Oi6[L 6I:)L+I,•JI_.I- G,_ iP 0. 1 I8 3. 142 O. 000 COL 1 01.61 6DL_+tJL.+GtJS --- - - 0. 7.53 1. 487 0. GOU COL_ 0161. 6DL+WI-+GWS 0. CO L._ 3 O'L6- DL+WL-Fr,WEi 0. 199 3.252 O. 000 C L.. 0161 6L?L+41L FGWS 0. 240 2. 794 O. 00t:, i_ DL t.ri ? 6DL'+'WL+C-WS 0. 266 0' L_ P- 0 1 6I:....i-WL..4C7L+JC, 0. 266 1.239 O. 000 COLO. t0.61 cL+L+WL+Gi+S 0. 240 1.405 000 CGI_ 8 i11 .51 6 DLA-WL+GWS COL 1 0162 6DL+-i•JR+GWS 0. 188 0. 688 0. 000 COI_..-- Cf1e gL°L'+lJR+..^tJS -- - O. 188 0.723 O. 000 00L 3 0, 6. 6DL+WR.+GWS CC. 1.... Ol n: ` 61;i_..+LJa FGt•J_'i O. 240 1.. 412 0.000 L 5 01 6G 6L'Li..t R t i LfS -- 0. 266 1. 249 O. OOC, CI_• L 6 01-62 COL 7 0i6-- COL_. i 0115 3 C 101.... 016 '3 6DL*- WR+GWS 6DL+ RJR+GWS DI + kIL+G14P 6L) L+-tJL-FGLJF' 0. 240 0. 199 rat. 153 0. 178 2. BOO 0.000 3. 251 0.000 1 . 401 0.000 3. 252 0.000 COL 4 0163 era.: a_-• av-*:v wr 6DLA- WL.+C4WP T _ 30------------------- C _.- L 5 i) i 63 6DL+WL_+,GWP 0. 245 2. 537 O. 000 L} i'_ `+ 6l)Li_I i! +Gt 1p _ ---- O. 245 1 . 289 O. 000 CE'!_. O;•=3 5-D-L--+.-WL_+(l--W c O. 178 1.657 S01.6-3 P 0. 153 O. 000 CO_ G_ EL-- p 0. 688 O.OUOC.-OLCOL_ 2 0164 6DL+WR+GWP L i 3 C?164 6DL+L+fR+GWP O. 178 1.655 0.000 L' L_. 4 c.)'Lb4 6k)L+i,JR-FGt•JP -__-- 0. 220 1 . 412 0.000 0O3 I.,_ 0164 6r,L +WR+GWP 0. 245 2. 497 O. 000 C.r_:1.._ 6 t?164 o 8;.._ridb, Ft,L O. 220 2. g<)p C(11_ 7 0 t 64 6DL+14R+i)WP 0. 000 COL 8 0164 6DL+L R-vGWP 0. 153 1. 436 COL101656DL_+ JL2,4vGWS 0. 188 0. '732. O. 000 COL. t L) i._ + l.Jl.._ "'. a t= W F : i-`597-- 0. OUO CCL... 01.6,5- l L.,2+ GM IS F. - r . O 266 1. h0 0. 000 COL... 5 r0165 cSL)L+LJt +C WS - __ uj COL_ 6 01.65 61r L+LJL2+GWS -0. 240 -2.634 0.000 ------------ 1-CIAD COMB I NIAT ION B E: R NAME DESC R I P T I ON JOB NO. 529493FR HOR I ZONTAJ_ VERTICAL. minmrr-rr PAGE KIPS) KIPS) 0 L. 01 6 13 6M--4-WL2+GWS 0. J. 65 199 3. 141 0. 000 C OL. 1 01.66 601-+Wrp E; W 0. 1 FIB 1 487 C. OC)(-j j1. COI 2 0166 88 184 0. 000 A, C D L. 3 0166 6*D!---44JR2-+GWS o. 199 46 0. 000 COL- 4 01.66 6DL+L-JR2.+.GWS 0. 240 2. 61 D C. C, 0 C, C 0 L- 5 0166 6DL+WR24-GWS 0. 266 2. 389 0 -000 61 LDL--I-WR2+GW-- 0. 266 1. 24' O. 000 c Q 1.- 7 0166 WS 0. 240 1 . 42- 0. 000 C OL- a 016c, 6DL+WQ2+GWS o. 199 1. 593 0 16,7 61AL-+WL-V+GWP 0. 1.88 0.835 0.000 C 0 L- 2 0167 6DL+WL2+GWP 0. 153 0.732 U. C, 0 0 COL. 3 0 167 6DL-FWL2+GWP 0. 178 1.597 O.-000 COL.- 4 0167 6DL-4-WL2+GWP 0.220 1. 40B 0.000 COL- 5 0 i 6 7 6DL-+I,,JL2--l-(;WP 0.245 1.360 0.000 COL_ 6 10167 D- 4-WL2-4-GWP 0. 245 7 0167 6DI-+WL2-1-GWP 0.220 2. 634. 0.000 COL.- 8 0167 6DL.+-WL2+GWP O. 178 3. 141 0. 000 C DL- 1 0168 6DL+WR2+GWP Q. 153 1.487 d- -000----- CL. O 2 016e 6DL-4-WR2+GWP o. 153 1.384 0.000 C QL- 3 --- 016e 6DL+WR2+GWP O. 178 3.146 0.000 COL.- 4 016a 6DL-+WR2--ii-GWP 0.220 2.615 Q. 000 c 0 L. 5 016B 6EIL4-WR2-+-GWP 0.245 2. 389 0.000 COL 6 0168 6DL-+-WR2-i-GWP 0.245 1.243 0.000 COL 7 0168 6DL+WR2,+GWP 0.220 1.427 0. 000 C O'L.-_8 0168 6DL+LIR2+GWP 0. 178 1.593 0.000 0.153 0.935 0.000 I I JOB NO. 529493FR K.*.K.*.r..**ql. PAGE GIRT DEPTH: - S. 00 I r,l aY- ---1 -- -SPACING: I I - - ------------ L `+' A T ZO-I CA SPAN DEFLECTIDN MAX UNITY INTERIOR ZONE t EDGE STRIP ARP-i7Il fii TDFr F _%--- ALL ZONES PI:NI.Nt== MEMBER LENC-Tfi SECTION DEFLECTIDN hA. J GWS WIND COEFF ---- C1, iP WIND COEFF - Header O-4 2- 3%8 C 16 GA L/1799 0.420 1,070 1.239 L"', y 2 SPACING: 9-=t A _,PAIN DE1=LL- GTION MAX UNITY GWS WIND COEFF ---- WP WIND COEFF INTERIOR Z( NE- EDGE STRIP ALL ZDI'•1ES 9-S 2016 0. 326 1.092 1.002 O EI+.I- h1ChiL' ER LENGTFi SECTION DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES Header 9-a BAY 3 SPAC ING: 10-0 SPAN GWS WIND COEFF ----_ GWP WIND COEFF - L—zoNEs-- 1 - = 6 10-C' L_/ 162-. O, 911.082 0. 9 1:_ OPENING 1 j MEMBER E LENGTH SECTION DEFLECTIDNMAX UNITY GWS WIND TNTEf3IDR ZONE COEFF - -- EDGE STRIP GWP WIND COEFF - ALL ZONES Pleader 1i- O 2- 3!8 f. 16 GA L/2141 0.363 7 1.0(3, O. 997 E1_E4'A"[ION C:A SPAN j------ - ---- DEFLECTION MAX UNITY INTERIOR ZONE EDGE_ STRIP ALL-ZONES C1F't'_hdls;li L j i T'1`iLIEr_ LLi fG'ii?--- ECTT-DN-----D'EFCECTIOn1-1°fAF GWS WIND COEFF---•—.'> ;.— taJP TtdD COEFF - 39 CL—ZONES- rlaader P - _, C 1: •:- A i406? c,• i-i---- ft7 1.022 P -. Y ;? SP>-:.=I":'^: 1.0- 1 Or-4 All DEFLECTIONDEFLECTIONMAX UNITY GWS 6dIrJD CDEF'F ----- G4lP WIND COEFF--_ INTERIORINTERIORZONE EDGE STRIP ALLALLONES x. 16 10--0L/ 1627 0.391 1.082 1' 4. 0.992 JOB NO. t-,29493FR PAGE MF LENGTH SECTI ON DEFLECTION lll;T k —11\1 iTY OWS WIND Ijj T E.: r I —op fC--,NE. C'C)EFF 9WP WIND 16 GA L/2141 0. 363 08*7 0. 997 L..'F V A, FT 11") r"i G A p O'M\l DEFLECTION MAX UNITY GWS WIND COEFF GWp WIND COET-F INTERIOR ZONE EDGE STRIP ALL ZONES 16 9- F3 y! L/2016 0.326 1.092 1.002 04 -,V7 N N G I HEMBER E NG, 1'H SECTION DEFLEC T I Oki MAX UNITY GWS WIND INTERIOR ZONE COEFF UW EDGE STRIP ALL ZONES Header 9-8 2- 3/8 C 16 GA L/2360 0. 341 1.092 005- 1. 4 lb.- 11-E v A -t 10 .11, i A DEFLECTION MAX UNITY GWS WIND I —1,JTF F310i COEFF EDGE GWP WIND COEFF ZC)71- ZONE STRIF,------;—LL 16 L/4716 0.103 1.120 1.339 1.030 jAll OPENING I LENGTH —SECTION DEFLECTION MAX UNITY GWS WIND INTERIOR ZONE COEFF ------ GWp WINE) COEFF EDGE STRIP ALL ZONES 231 He-adc— 2-3/8 C 16 A L/1799 0.420 1. 070 25F 1.2-924 O. 980 26. 131;1 2' 3i 13 D DATE: ODo_NO. _52?,493liwnx pAcs z ov ouI osr n En. z c / cua onsn m ns s m v--------------+-----------------------------------------'r+ r l--B 3p 7 D[7---I--r- "- -" Cunn r« -10 / auzLo n w ms suwop rnuo unsS / uo/ o_______________r-pc----------r---- ve oo cm poF with rriuytar J. psF oRed on occunanco Factor: z 1 FRONT DEFLECTION DEFAULTS: QIRTS L/240 RAFTERS FRAMED OPENINGS: LOADI" NG CONDITIONS- LL Live Load L." 240 W1 Long. Wind AI 213--P PR--2003 NAME. DESCRlP-f:LON WI_.'? Wind Lit t WR Wind Rigl:t-.._ Li_1 _ LI LD. FR. SKEW RAF L.1:2 WI Lf?. FR. SKEW RAF 1,101) NO. a2.9493EWR X COLUMN DEFL. LIMIT RAFTER DEFL. LIMIT NAME: DI::SC: RIP.I"ION OVERALL DEFLECTION LIMIT FACTOR HORIZ. VERT- 0001 DL-t'L.L+C L 1.00 0100 DL+.'75(LL+CL+) WLI+GWS 1.00 0104 DL_+. 75 (LL-t CL_+4WL 1+G4WR) _------- 1.00 01 C)ti DL_+. 5 (LI__ t C L_+WL_:2+(-,WS ) 0109 DL_ r. `, C E_1_. C L... t WR 2+C.`bJL?i) 1 . 00 01 -4 DL+. 75 (L_L. 1-CL_-HAL2^ GWP) _ 1. 00 0115 DL+. 75 (LL+CL+tWR2+GWP) 1. 00 0129 DL+.75(LL+CL+WL+GWS) 1.00 0130 DL+, 75 (LL+CL+WR+GWS) 1.. 00 ' 01.35 DI_+. 75 (LL.+CL.--WL_+GWP) I. 00 0136 DL_+. 75 c I_.L+t:L.. 14WR+G4WF' ! 1.00 0159 6DL.+WLI+GWS 1. 00 0160 6DL+WI_1+GWP 1.00 ' 0161 6DL+WL+GWS 1.00 0162 6DL+WR+GWS 1. 00% 016,3 r DL_ FtJi_ GI.JF 1.. 00 0164 DL_+4,1R+G4WC'` 1. 00 0165 6DI__+WL..:2 +G4•IS _ 1 . 00 0166 6DL-WR2+GWS 1. 00 0167 6DL_+WL2 -GWP 1 . 00 0168 6DL+WR2+.GWP 1. 00_ 1 OOO DL+LI_+ C L+L 1 1 1 . 00 4001 C.. 6DL-i- WL_ H._'12 1 . 00 1\1Ah1F- CC?NDII-ION S/FACTORS 0001 1. 00 SWT _1. 00 DL 1.. 00 LL 1. 00 CL. 0100 1. 00 SUT 1. 00 DL 0.. LL 0. 75 CL 0. 75 WL1 O. 75 GWS 010-1- 1.. OO L,4,? i 1. CIO DI._ 0. 75 L_L_ O 75 (11 n 79, 1.11 1 n 7a nF.io PAGE l :_ C)10F., 0109 I. 00 SWT 1. NO DL. 0. 73 L.L Cl. 75 CL 0. '75 1. 00 SWT 1. 00 DI_ 0 75 LL O. 75 CL_ 0. 75 GWS O. 75 WR2 0114 1.00 SWT 1. 00 DL 0. 75 L_L 0. 75 CL 0. 75 GWP 0.75 WL2 01 !',1: 1.00 SIWi T 1.. 00 DI_ 0. 75 LL_ 0. 7:5 CL 0. 75 GWP 0.75 WR2 01.29 1. O(? gr;,)T 1. 75 CL O. 75 GWS O. 7.5 Wt_ _-_--_- 0130 1.00 3WT OC) Dt... t. L.L... f!. 7 5 CL_ O. '75 GWS 0.75 WR I 013`'i i. O(? SL•J-f 1. CSC) DL. C). i L.L_ O. 5 CL 0. 75 GWP 0.75 1.JL 01:36 1. 00 SWT 1. 00 75 L_L_ 0.75 CL 0. 75 GWP I. 0.75 WR - ---_ 1159 C). 60 SWT 0. 60 DL 1. 00 WL1 1.00 GWS I I i APR_ 2003 JOT! NO. 529493EWRX Nry;°tE CONDITIONS/ FACTOR PAGE 3 01606U O. bi) SWT 0. 60 DL. t 00 WL I 1 00-`--••---------- 0161 0.60 SWT 0.60 DL 1. 00 GWS 1. 00 WL_ 0.162 0. 60 ibd't 0. 60 DL_ 1. 00 GWS 1. 00 WR 0163 0. 60 SWT O. 60 Dl._ 1. 00 GWP 1. UU WL 0. c,0 SWT 60 DI._ 1. 00 GWP1. 00 WR UibS U. 60 SWT U. 60 PL_ 1. 00 GWS_ i. 00 WL2 0166 0.60 SWT 0.60 DL_ 1. 00 GWS 1.00 WR2 167 0.60 SWT 0.60 DL 1. 00 GWP 1.00 WL2 016El 0. SO SWT 0. 60 Dt_ 00 Gt4 1.00 WR;_' 4000 1. 00 SWT 1. 00 DL. 1. 00 LL_ 1. 00 CL 1. 00 L.11 001 0. 60 EWT 0. 60 DL_ 1. UO WL 1. 00 L12 CONCENTRATED LOADS': E•PAOE LOADS - I_OCATICilsls_ ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. ONCE-NTRATED LOAi? IIAt;;IVI'TODES ARE POSITIVE TOWARD THE RIGHT, POSITIVE DOWNWARD, AND POSITIVE CLOCKWISE FOR MOMENTS. LOAD CONDITION MEMBER TYPE HORIZONTAL VERTICAL MOMENT LOCATION - KIPS) KIPS) KIP -FT) HORIZONTAL VERTICAL L.11 BACK CORNER SPACE LOAD L12 0.000 2.500 0.000 0-00-00 19-05-00BACKCORNERSPACELOAD0.000 1. B20 0. 000 0-00-00 19-05-00 AREA LOADS: ttEASLJREI•tI:iIV"C' C'OSU4'ENT.T.hI iS: tics r r_rit r-_t?..r•tt.tt;tu s HI;F I`1L-r?_URED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD:L_IVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD LOAD LOADING MAGNITUDE (LBS. /SQ. FT. ) CONDITION MEMBER TYPE WIDTH START END LOAD IS POSITIVE FOR PRESSURE. I LOCATION -------> START END DL RAFTER DEAD l._OAD 10-03--00 2.000 2 000 I_.I_ RAFTER LIVE LOAD 10--03--00 20.000 20.000 0-00--00 30-01 -04 WL RAFTER IJIND LOAD 10-03-00 0--00-00 30-01-04 WLI RAFTER WII'JP LL AD 7-03-00 23. 611 23. 611 3-00-00 27-00-00-------- Wi 1_ RAFTER WIND LOAD 3-00--00 32. B34 32. 834 27-00-00 30-00-00WLiRAFTERWINDLOAD3-00-00 32. g34 32. 831 t WL_.I RAFTER WIND LOAD 03; 00 30. 990 30. 990 2 r I' WL I RATTER W1ND I._OAD 3-00--00 30. 990 30. 990 27- WL1 V. 7 If 1 14L2 RAFTER WIND LOAD 03--00 23. 611 3. 2 611 3-00-00 L 27-00-00WL2RAFTERWINDLOAD7-03--00 30. 990 30. 990 0-00--00 3-00-00WL2RAFTERWINDL,0 41? 3-t]n- t.l(_7 t, . t RAFTER WIND LOAD 7--03--00 30. 990 30. 990 27-0 0--00 30-n0•--n0 i; 14L.2 RAFTER W I ND LOAD 3-0I'D 00 32. 8:34 32. 834 0-00-00 3-00-00 WR RAFTER WIND LOAD 10-03-00 15. 065 15. 065 r0-00-00 30-01-04WR2RATTERWINDLOAD10-03-00 7.010 7.010 0-00-00 30-00-00CLRAFTERCOL...LA ERAL 1 JOB NO. 52949-30,4RX pn,r,.", .=..... ..~ POSITIVE GWS Girt Wind Suction NAME' OVERALL DEFL. FACTOR LIMIT SUCtion 1.00 JOB NO. 529193I_WRx PAGE: 5 7, t-# r: >; it •r..i: # #i=# t<## r.--#is r.-•r#•r •ra i.;#.t<.1=#.w.n# is r.-it••r:+• n •-.it..k-.'#is 6 V M C9 a1 R Y R 'i- _ 18------------- —. ._.. — -- i:-##i:#iFi`.-#•Hi:##•#ti•#t:##i##ic iF A•##'7`#####3F#Y iF R#i>ti•##it## ____ i RAF"VIRS ARE txt111PF:f'EI) 'iFROM FRONT SIDEWALL— ----------- UNITY DEFLECTION 1`1EMBER- - LENGTH - LIBRARY SHAPE {CHECK {Lr'XX) 28-01- 3 w"x 1 o RIGHT .Y_'NDt4At...L SI-1 I 1EMB ER - _N MBER DESIGNED SECTIONS 0. 4531 --814 W E B S T I F F E N E R S K LENGTHe` "WIDTH ~ l THICK --- -- LENGTH LOCATION { IIV) (IN) (IN) SIDES 3000 1. 81.25 0.1900 1 6 -04-06 00U 1. 8125 0.1900 2 2B-00-13 0 if#•##••..k:.ls.##•####ii•F:##1E•It#is.#########:R####li •R•it##.iE•###i# ----------------- S U i°1 NI aA R Y C. O 1_ U -t U # i r.:•t+ s>'x•##.k.l`.N.t;.##isr: #i############## #####t.-## - 1 FRCtIUi 5'CT7Fw.tT— — nt1'TSIT:E 1 L; IBC"E t,!_r-Zz INSIDE FLANGE_ UN I.Y DEFLECTION1.1BE f? i_.==.li;ti='TIi f•'•IDTH X THICKINI:ESS DEPTH X THICKNESS WIDTH X THICKNESS CHECK L1XX) C01- 1 I' 7-01-•0U WSX 1 U OIL 2 1q__05._06 W8X10 0.2884 1677 0.5708 961 CAP ON NEC z I0,N : PLATE BOLTS _-: STIFFENER ACTUAL FORCE DIPS FMEMBERWIDTI-1 LENGTH THICK. NO. DIA. TRICK. LENGTH SHEAR, UPLIFT COMP. 1-. f)G(1f1 I1OIIENT ct.'•e._. _ 0000 8. il. `..>() 50 O. r: !7()f1 5000 0"')O+l/7 0. t c+`7351. L'. 034 0. 00000008i) 500 4 l. 5000, 0.0000 U. UU00 1.423 4. 3641 g30i_ 3 b. 0000 8. Lt'; 50 0. P30 —4 500U O. 0000 O. O O 4. 0. 000 3 jfDB NO. ',5294-,3Tz.k,JRX AP G E T. ONG PLATE LEN F1 BOLTS ---> STIFFENER ACTUAL FORCE KIPS, FEET-) THICK Nn. I c v'. LENCITH SHEAR UPLIFT Comp. MOMENT 0. 75c,"O 0. 0000 0. 0000 0.241, 7500 0,0000 0. 0. 366 2. 206 o0c; COL 3 1.0-0000 8. 3750 0. 3750 4 0. 7500 G. 0000 O. 0000 4. 249 4. -173 0.000 O. 155 2.390 3. '-?77 0. DA'YE: '28---APR -2003 JOB l`*JO ,-.5 29z 1- 5-3 T. R X Y:) FROM BACK 3ID):-MAL. L..) POSITIVE. DIRECTIONS: HOR17ONTAL POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT POSITIVE CLOCKWISE L. AQ A 0 COP! I [\I N HOR I Z UN I AL.- V E R TI CA L MOMENT ME1113"IR NAME DESC R IP T *1 ONJ J'e K I P S K I P --- FT PAGE 7 COL 2 0001, DL+Ll---+CL. 0. UQU 1.477 0. 0 0 COI_. 3 0001 D L.. L L.. + C L. C 000 4.873 0.000 C- I 1. 0 100 YDL4. O. 000 2.206 0.000 C Ell 2 0100 IN h - *7 5 ( "... L * C L. F t") L 1. + G:'i S 0. 275 C11- it- I 3 0100 7!-3` L. L+,C L - W L I + G W S 0. ISO 0. 323 0. 000 coi bF-+. ' 75 (LL-+CL-+WL I +GWP 0.097 0. 153 0. 000 COL 2 0104 DL+. 75 ( L L I- C I-+ W L I + GW P 0.250 Q. ul/ en O. 0 0 C f-.-' L 3 0104 PL-F. *7 15 (LL-*C L-+-WL. 1. -1-G-,-JP O. 1.60 0.323 0 0 O. 0W- 0- 116 0. 153 O. 000 0 COL- isOIOSDI-4-. 75,1 0.275 O. 096 223 COS._ 0' L- 3 7! 0. ISO O. 000 COL i cm o Q. 000 COL 2 0109 DL+. 717(LL.+CL+WR2+GW,1D 0. 116 0. 275 4.791. COI_.. 01 () 9 DL+. 75 (L.L.+cL+WR2+GWS) 0. ISO 0. 000 7-L.+ Cl.-+ L', L 2. 154 O. 000 c Ol 0 1 -1 4 DI -A-. 75(LL+CL+Wl--2+QWP 0.250 0.323 0. COL, 30114LO. 1.60 0. 000, C L 1 1 5- DL+. 7,5 -(L.L+C L--)-WR2-1-GWP 153 0. 000 COL 2 0115 DL+. 75(L-L+(.,L+WR2+GWP) 0.250 4.791 COL 30115DL+. 75 (1-1-4-C L+WR2-FGWP 0. 160 O. 000 Dl-,-+. '75 ( LL+C L-i IAL. + GWS 2.154 0. 000 2 0129 7 I)L+. -'5(Ll-+( 0. 2'75 0. 1. 703 O. COO 2 0i'-2 9 5 - -41W- R 0 c al1: 1. D, I - RD D D+ 77 C L-L ---Tc L. T z w -- 1? C OL 2 0130 D! 4-. 75(l-L.+CL+WR+GWS) 0.275 1, 788 COL 3 0130 DL+. 75(LL-+CLA-VJR+G;,JS) 0. Irno 0. B93 0. 000 0.000 c 10135L-L-!-Cl-i WL FGWP COL 2- 2 13,5 DL.+. L-F-Wl--t GWP Q. 250 1. COL. 4 0135 D + 7!*,, + + Jj I.. D. 1.60 788 0. 891- 0. 000 0. 000 C01- 2 0136 DI-+. 75 (LL.+C L+WR-F GWP ) 0.250 1. 0. 000 COL 36- 0136 DL+. 715 (LL.+CL-+ WR+GWP ) t, -1r O. 160 0.893 0. 000 C-011159- 7 6 D L 4- i L G W S COL 2 01.:9 61DL-4-1ALI 0. .'366 4.249 0. 000 Cill- 2 1 0 1. 5(;' 6DL 1. +GWS 0.241 1. 896 O. 00) c 0- 1-6- -0-- w- L-- I-r COL 2 0160 6DL+WL-1 +-f1WP 334 4.249 0+000 COL 3 0160 6DL+LlLI+GWP 0.214 1-896 0.000 COL- 2' 0 1 wt GWS 0.366 2. 2'*5 0. 000 COL. 3, 6Y3L 4-WL-1 ("'Ms 0. 910 0, 000 COL 2 0162 6DL+WR+GWS 0.366 2. 295 0. 000 COL- 30162 6LSL_. +'4jc+'b W 7 - 0!_+_WL+GWE' COL- Z'3 016:3 6DL.+Wi...+GM1, C 0 1 2 0154 6Dl_+WR+r-f4P COL- 3 0164 6DL+WR-I-6WP 1 0165 ---. 6DL-+ L_.F_+t ws Cr:'•L_._ 2 01•.',`? 6DL1M-2.1-914 L_L 3 0155 DL+i,dl_.L' t_WS W s COL_ 2 0166 6 DL.-+WR2+OWS COL 3 0166 6DL+•WR2+-i:WS CFjL--1 0167 -- 6DL+WL'_"-rr;WP COL_ 1 C.) I e).7 DL+1A...2 r"WP r R_ 3 C)i 1,17 1 0168 _ DL+WR,_,+%WP COL- 2 0165 6DL+WR2+C:?WP COI_ 3 016B 6DL.+WR2+-GWP COL 1 4000 DL 4-LI-+-CL-+-L-11 COL 2 4000 DL,.+LL+-CL_+L_1.1 C 0'L- 3 4000 t l+L;_..F.,: [._ +-I_..:L 1 COL. 1 4001 0 _ DL +WL+L:1.2 COL. 2 4001 0. SDL+-WL-FL12 COL__ 3 4001 0.6PL.•+•WL-+-Ll2 JOB NO. t;29.4.9::3:f:WRX Iif;_lRT'r`_fJlt3'F,L VERTICAL MOMENT K Z P S KIPS) Kip -FT) 0. 241 ` J. 910 0.000 0. 130 0. 570 0.000 0. '334 295 O. 000 0. 214 Ci: 910 0. 000 U. 130 O. 570 0. 000 0. 334 2.2.'35 0. 000 0. 214 0. 910 O: 000 U. 1.55 1.251 0. 0-00 49 000 0. 2.41 1. B96 0. 000 0- 155 0. 04C3 O. 000 0. 366 1.709 0.000 U 241 0.771 0.000 Q. 130 1.261 0. 000 0. 334 4.249 0.000 0.214 1. R-96 0.000 0. 130 U. 54B 0. 000 0.334 1. 709 O. U00 0.214 0.771 0. 000 0. 000 3.977 0.000 000 0.000 2.206 0.000 0.000 2.390 0.000 0.0100 2.298 O: 000 0.000 0.910 0.000 PAGE.. •3 t I JOB NO. 529493EWRX is• { .i£..4c.l;..p. {={: # {_ ii #. # # 1 # if. {.. .l;..h •M i ii tE iF {:..L..Y iF •1%# {: }` {F?F # iF r ii#.###fF#t^i##lc##•#•1E 7; iF#{#{F#3:•it tF Yc# Y i=##iF#•K-#3'r PAGE 9 I1f-I'FH 3 IN r •r_nr-r rr. ii-.i>'- 14U.7_••7I', s=_? 4-fi err.. 1`, FR..., .. D.r_L,IAL._L? r rd( BAY 1 E'AT.T.Oid Gfi LEFT LAP SPAN RIGHT LAP DEFLECTION MAX UNITY GWs GlzND INTERIOR, ZONE OE ----' G W 1DOI--- EDGE STRIP ALL. ZONES i. _i i.6--4 L/410 O. 48 i. OPErti:["dt; 1 NEMBER LENGTH SECTION DEFLECTION MAX UNITY GWS WIND INTERIO COEFF - GG1P W.IrdD COEFF -_ ZONE G ALT_MFIjE-9-- ea er 16-4 2-3/ 8 C 16 GA L/ 1202 0. 396 1.011 n ;Y 2 SPACIN.G:------ GG1S t•)IND COEFF ----_' - 4WP WIND C"OEFF _ ELEVA,71OrJ GA LEFT LAP SPAN RIGHT L.AP DEFLECTION MAX UNITY INTERIOR, ZONE EDGE STRIP Al I 7n!•.l=c: iG- 16 0--0 1 --4 o—o I6 0--0 2-4 0-0 L 1 -•3 0-0 OPENIN 1 iE!`173F_R t_ENGTN SE-CTION Header— 1._4 2--3/8 C 16-GA SECT IriN__------- Lef'r Jamb 17-4 2-3!8 C 16 GA Right Jamb 17•-4 2-3/8 C 16 GA t;Fader 3-0 C 1.6 GA C'•FEI'•1I Nr' 3 MEE`iI3ER 1...ENGTH SEC'TIL1N Head er 2- 4 2--3/8 C, 16 GA 6 P*-r to L/9999 0. 024 1. 170 L/9999 0.050 1. 170 1. 080 1.440 1. 080 GWS WIND COEFF ----_, ,.- GWP WIND COEFF -' NE -- - L/9999 O. 008 1.170 1. 080 DEFLECTION MAX UNITY GWS 14IND INTERIOR ZONE COEFF ---- -- EDGE G1,)p WIND COEFF STRIP ALL 20NES L/273 0.709 1.011 0. 921 L/256 0.757 1.011 0.921L, 40 7 GWS WIND COEFF ----_ - GGlP WIND COEFF - FL ...MAX L/'?999 0.016 1.170 1.440 1.080 E7 18 45 I SG 51 52 i 5J 5n 55 56 8 9 70 7! 72. 73 7d 75 7 F,T~_. :1---a l,-(]o ti=l.Jr:> NL7. ..==,=;• ;'1'(.W PAGE 2 NAME DESCh'TP'fIO l COL!,MN DEFL LIMA .RAFTER:: DEFL. LIMT.T s WR;_ W 1. rid R i gh t ,_ A 6 e OVERALL DEFLECTION L-Ir9LT. 9 NAME DESCRIPTION < FACTOR"` - HOR I Z: VERT. 0i]i )1 DL+L_L+C L. 1. UU 12 0100 DL+. -75 (L.L.+CL_+IJL.:L-kGI+JS i 1. 00 13 k . 7:5(;LL-+CL+- 1e 01 OB DL+. 75 (LL+C.L+WL2+GWS ) 1s 0109 DL+-.75 (LL+CL+(JR2+Gl4S) 1.. OU .'.: - 17 01 ?. '' DL+. - (L.-I__+C L.+t. JR2-kGI.P ) 1.0U 18 01129 DL+. 'i`5 (LL_+CL+WL.+GWS) 1 . 00 19 20 Oi.3L5 J . DL+. 75(LL+CL+WL+GWP) 00 1 00 21 azz 0136 DL+. 75 (LL+CL+i4R+GWP )" 1 00 23 0160 6PI-4-WL1+C.lJP 1. 00 24 25 O i 61 6DL+L.)1--+GWS 1.00 . 26 0163 . 6DL+WL+GWS 1 00 27 01 b4 6DL+WR,+GW0' 0028 0166 6DL+WR2.4-GW'S 1. 00 30 0167 6DL+WL _+G3'JP 1.00 31 1 31 33 NAME CONDITIONS/FACTORS 31 0001 1 . oo Sw, i 1 . 00 DL_ 1 . 00 LL_ 1.00 CL- 36 77 0100 1. 00 SW'P 1.00 DL 0. 7+J, LL 0.75 CL 0. 75 WL1 0,75 GWS 1. 38 0108 1. OQ SWT 1, DO DL 0. S LL O,. 75 7s" WL2 39 0109 1. OQ SLAT i. 00 DL Cl: 75 LL Q. IS CL : O • 5 GWS 0. 75'wF2 41 01151 1. 00 SWT I. i]0 DL- 0. 75 LL 0. 75 C)- 0. 75 GWP 0.75 WR2 dz 0129 1,'00 SWT 1, CC' r_:!_ 0. 7`` LL 0.75 CL 0. '75 GWS 0.75 WL. ae 0135, 1. 00 SWT 1.00 DL O.• 75 LL 6.75 CL U. 75 GWP :.: 0. 75 WL 45 0136 1.00 SWT 1.00 DL 0. 75 LL 0 75. CL O. 75 GWP..' 0. 75 -WR. - - - 47 0 1. 60, 0. 6C, SWT 0. 60 t:d_ L. 00 llLl 1. Q0 GRJP e 0161. 0. 60 SWT' O. E:O LL 1. 00 GWS 1.00 WL l 50 0163 0.60 SWT 0.60 DL 1. 00 GWP - I..`QO'. WL sl 0164 0. 60 SWT 0. 60 i3L 1 . 00 . GWP 1. UO WR I 53 1 6a 55 7 Wit.': ._ i_::7.._J i t-?__">('i i NO. i 94';'3St,t J F...;FJOB NANE C.ONDI•TIj,,S ACI QR ; 01 ,55 0. 60SI•d-r 0. 6t? : [?L 1 UU 't,&1S F:. 00 WL2 d)? Are it r _64 5- 1it l` L WR2 s 016 0, 0 =M*T 00 GldP i.. 00 WL._2 UI_+fc a. 6C cit.;";` 0 60 DL - L. 00 GWP 1. C0 WR2_ 7 e a ARL•A LOADS ro I• tr;_;;fNrh?rp,t'T c NUFNT ri3hss 11I AREALOADL- 0 C ATIDNS ARE E ItLASIsRLPPOSITIVI= UPWARD AND POSITIVE TO THE RI['HT. 12 D EAD), L 1VF AND i.Oi_LH i=R 3 LOAD MAGNITUDES ARE MEASURED POST VIVE DOWNWARD. l.l.TND LOAD IS' POSITIUI FOR, PRESSURE. d LOAD LOAD LOADING _ MAGNI:TUDE''tLIIS.'/SQ. FT. > A ----- LOC TIQNs vCONDITION h1FhsBER TYPE W4DTH STr RT END STA RT .: END 17 Di_ BACK RAFTER DEAD L-DAD 1.0-03--0s? =. C>00 2. 04? O 8 DL_ F: "NT 1"AFTER DEAD LOAD 10-03--DO 2. 000 0-00-- 00 49-07-00 19 LE BAC--K RAFTER L I ti LOA 1 1 2. 000' t0 00 1 UO •1 5 2o LL FRONT', RAFTER L_I4'F_. LOAD 10=a3 adf , 20 000" 2a:OOa u 21 WL BACK RAFTER WIND.'. LOAD . , I1-03 12; =_7 010 7.. 010 o-do- 00 7-oo=rs.` n i. t_ BACK R+aF f R WIPdL> L O t>- j- V - ,7. 6. O-d0- 0.0 49-t77.-00 23 - WL. F-RONT RAF r1_'R WIND LOAD 10-03-•00 -10. 145 10. 145. I- 0- 00- 00 24 WLPONTRAFTERWINDLOAD11-03-12 -2. 951 9S1 7-00- 15 . 25 WL1 , BACK RAF ER II A z zv z7, WL1 BACK ' RAFTL-R WIND LOAD 5" 07 14 ?3 611'; 3 .23 611 0- 00`Od 5 07"14 ' idL1 BACKRAFTERlINDLOAD5-a7 14:_ - 23 bll: 23 6`1'1 5-p7-14 24 4?•_ 1 3. , 43r. 10 = 02: 31 BACK RAFTER i -r14:1ND LOAD 4-O` `L 2 - 19. 922 19. 922 i 513-- 10- 0,r= 49-06-00 31 t? L1 BAt'_K RAFTER WIND LOAD 4-07-02 -I9. 922 19. 922 5- 0'7'-14 43-10-02 1 72 4dL 1 FRONT A - RAFTER WIND LOAD 5 07 14 33 IiL2 BACK :' RAFTER 41IIVD'.LOA i3• s s 10.-;03 d0• 7, 'p'ip' - 7. OI`a", 3 06- 107 7-00-13 3d. L2 FRt"ihrT RAFTER WIND LOAD 5-U; -1.4 0-a0=409-0S-d0' 35 WLL2 FRONT RAFTER WIND LOAD 5--07-14 -23. 611 23. 6.11 36 14RBACKRowTERWINDLOAD10-03-00 -.10. 145 1U. 145- 3-06- 07 7-00-13 37 WR. B'AC.K TER I 0-00- 00 49-07-'00 3s 39 WR WR FRONT FRONT RAFTER RAFTER WIND WIND LOAD I1= 03 1' j d10 7:010 UQ 0- 00- 00 7-00-15- i LQAD 10- 03 OO:: 16 a48`:< 16:d4$ d d0=a0 7-dQ:-15 do WR2BACKf' of t:R LaINI'.i L_DAU L Cl, ty•> J. el 14R2 BACK RAFTER , WIND LOAD 4._.O?-"02 -19. 922 19. 922 J 43- 10-- 02 49--06-00 n3 WR2 BALK RAFTER WIND L_0AD 5-07-1.4 -23. 61.1 2:.. 611 5-67-14 43--10-02 do WR2 BACK RAFTER WIND.-LOAD.,- 7 14-23 bll 23. 6I.1 - 43 10 -per 49 06 00 e ndWR2 BACK Fk '?1, RAFTER WIND LOAD. : D -_ 5-: 0 I4 =23 bl.i 23.. 611 0-00-60 5-07-14 5 5 s? ,<. J'-'(_ .-;? L.I D; li_ ; . . ,i 7, 1. t. r -- -- 6 e t L BA",:, K RP4FTER COL LATERAL I0_03-00 3. 000 3. 000 0-00-00 49-07-00 v CL F' Rj3N'T RAFTER COLLATERAL 10-000 3 000 3. OC'a p-00-00 15 d o 1211 53 1 54 7( 71 E 55 .. 7' r 56 T 57 75 3 6 9 10 12 12 14 15 16 17 18 19 2. 9 50 51 52- 53 54 55 DATE: 2fl -YNFR 5 94 9: .;. qw, 3 MEASU'RENENT CONVENTIONS: L. DFU. L r t -1 1 .1 V)L Ut.,1,40.NIJ AN MA;,3NITUDES ARE POSITIVE TOWARD THE RIgHT, PO` IT T. VE DOWNWARD, AND POSITIVE CLOCKWISE FOR t CONDITION MEMBER TYPE L KIPS) :, KIP FT) HORIZONTAL VERTICAL 7- 7-- 7 kJ. kill. lki BACK C c R I E R SPACE LOAD J. 544 U. 000 O. ODo GwSBAct1111C0RN11, 1q. SPACE LOAD 523 0. 000 0- 00-00 12-04-00 0. 000 0-00--oo 17-04-00 GWS WIND: COLUMN I SPACE LOAD 00 GWSWINDCOLUMNIrSPACELOADO_OQO 000 12- 04-00 IT 0C)k 0. 0 —00-00 17 —04-00 COLUMN 2 SPACE LOAD 1.393 0. 000 O. 1, C) 2- GWIS, talJ T J\J JA C C) t.. (j J%J NJ SPACE LOAD 0. 309 0. 000 0. 000 0 00 00 04-00 S 0 00-00 GWS FRONT CORNER SPACE LOA' 0.0 6.i 0 O(D G-wP CORNER 3 SPACE LOA 6 666- 0; o 0— oo—oo 12 —04-00 060 0 —00 00 10-0 0-00 G14p B 4%C 1,s. CORNER SPACE L 1) 0.452 0. 000 O. OOO 17-04-00, WPTtj1\1 F_kCOLLIT1N 1 SPACE LOAD 0. 35C, 0. 000 0.000 GWPWINDC0=1111 zt SPACE TZOA I; 777777777777t7.72 10- 00-0 0 GWP ' WIND COLUMN I SPACE LDAD 70 boo QUO, G- W P I WIND COLUMN 2 IPA 0- 00 00 17-"04-00 00— 0 10 Gtvlip WIND c:oLum,i SPACE LOAD 0. _283 0.000 Ij 0.000 0-00-00 17-04-00 G14P FRONTCORN'c'.R. SPACE LOAD 0.184 0. C A 0.000 07, L P . 5 t J01-1 NO. 52?4935j-,w PAGE N..41E TTniiT1TFACfORS k . x.;,c.Rc. it # # # # # # # # it # # #'. #?'i .::it is :; . it ir?e?.t:= #.ic i = #?£?t # # # it.t<. •t° # Y _ S U i 1'::MF,.;T. F.:R; .: D R#####.;• i•.#it#####!r##.•ti.#####•.k#####.i.=it##14 #Yc •JF i:: !r#####.. I ; RA-T=_RS ARE i+;ur•1Pr-.RE-D FROM FRONT t:i•!AL[ DE SIti PiEI) UNITY? DEFLECT,ION MENDER LEN'cTFi LIBRARY SHAPE CHECK;= L1d,Xj S Wa ,1i,) 0. 5 9 57 -47d R 2 5 MOMENT7• SHEAR CONNECTIONS: S, 1 IP. PIT = -N:ij PLATE -- BOLT CON Ni.) OJ' T'SIDL- - - STIFF' --- MOMENTS ---_ CON. DE MENBER' NUER'. NO. ''.LENGTH 0ID: i-i. I NO ` zTIFF I -- At0!` 1EN7'S---- HR' 2 7 404, 5 0000 M750'O 5000` C..- O 0000 -7 612 4 915 C V--- -- - ----------------- 7: F'R- 0. 0000 , 612 2 7, 35 000 . . . 1 F I.3%i7 ENLIWALi_. a SHIPPEI: 7 PIECE -_: WEB STIFFENER _ d d d LENGTH d PIEMBER NUMBER LENGTH"' LOCATION SIDES' 5 PR 1 O7.i - 1 Lr J r i ?- J•1 iJ00 1 c7.t 'S CI. 1 00 ,_ 5 s TR 1 39--03-1.A 12--11-11 -'. 5000 1.8125 O. 1900 > i6, 1 4 . 5000 1 . 2125 0: 1900 s5. ER 9--03-. 5 9_ __ 9 F 5: 5! S U M r[ r-iR Y ) L U COLUNNS ARE LISTED FROM FRONT SIDEWALL 6` 7m 8 ' I 70 71 7I 75 1 3 DUTSIPE FLA{VCE WEII'` I;N5IDE',FL_ANGE UNITY DEFLECTION 4 i)_. Ii. 1'\ L s,.t Si_ S a-r.. e 6 CO- I 19-O6-1.3 4l8; 10 iTeFL'llp f J n57 899 1 7 S:`! G COL 3 18-02-03e W8 579 9. COL. 4 17-00-12 3065 1705 10 n _— C•>>:F' 'Qi'iiVE,.;'; C?"d5: Ps L4 -rG Iz 13_ I4 MEMBER In?IDTH LENGTH THICK' NO. D3A THICK LENGTH SHEAR UPLI-FT COMP? MOMENT 15_ I6 n QL. 2 J, 0' "! B. `: -> > 3r 7 2 r 1 ?7 4 O. 500,"'? O. 0000 O. 0000 2. 376 4. 216 5. 173 O. 000 s QI- 3 1 it ?ti 0 r i,•'=i0 0. ' >Cltl 4 1, 5000 O. O000 0. 0000 1. 452 4. 421 5. 152 O. 000 19 i.L tL. •} b. _ it vi i L!. r_.. sEMU: G. c. 20 21 LEASE- CONNECTIONS: 22 23 PL_A'1"}-------'-_ 3OLT5 --: STIFFENER '-> ACTUAL FORCE SHEAR KIPS —FEET) i 24 25 ht.EMLER WIDTH L.E.NGTI-1 THICK. No. DIA. rHiCK. LENGTH UPLIFT COMP. MOMENT z6 COL 1 10. 0000 8. 3750 50•' O 7500 O 0000; ' O t t70O O '364 1 5'75 2.579 2 ? CQL 2' iC1. 00?0: 8. 3350 0. 3750 1. 4 4 0 7500 O 0004' O O 798 4 1G1O 5.'3 Oi 000' 28 _ 10 S S QO0O O. 006' - . . 2b 30 CQL. 4 1 C'. D000 S. ;;'t' Fi'i 0. 3 50 4 0. 750,.1 o. oo o oar ;? o. .;?, 1 . 05 542 o. 000 31 32' li 35 r 36 l 37 39 t 1 o e 1 42 43 44 45 46 47 3)9 IS 4 , 50 1 52 53 I 54 55 56 PAGE 5-<- 1 6 7 7 L, fA b POSITIVE 'DIRECTIONHpRF7Gh!'1r L.:- POSTTIVE'TO RIGHT,, VERTICrkL R,OSITI!IE tIPW`FiRDS, ANIfJNIEIUT POSITIVE CLOCKWISE_ S 111 I LG'. AD il!`:!' Ic. CDM: J:.hl: `.T I11N ID IiORI' LCIh1TAl_ 4'ERTICAL MOMENT(KIPS) 1 R'i':."I ):L)hf KIPS) KIP --FT) a COL 1 0 001 DL+LL+CL Y542, 0. 0U00QOO 0 1.OL 3 0C,01. r,.,L +!..L..H.C! 5 3 ` OI 000 n COL._ b C)J01 DL_ fE.._L+CL_ ry OQO J6 U. UOG 12 COL_ 1. 0100 ri + L 1'E:l! L+( l_inlLl lrW'>) O. Ol=fO 2. 5?9 0. UGU is COL_ 3 Glt?U Dk_+. 75:t1_L_-r•CL-r WLZ-rGL,ISY U. 179 0.453 0. GUU IA COL 3 0100 DL+. 75:(L_L-t-CL+WL i+GWS) O R77 U. 5 i CU40100LPL+ /5(LL+CL+WLi+:GWS)' U - 5.98 C b2' O.. QOO .. 16 L'O!_ 1 Jznq. Cat r 7;t1 L.....(Ilyr-W!_...L-1-C'l5tl:') 0 2r3 Q.955` 0:-000- 17 i.r]!,_ n 1 n?. D! r. ?,:i(L..L,+C:L_'r-WL1-1 GWP , F O. 433 45. U 4 I3-4-. '7 5 (1_L_,-CL--1WL Z+r1. P) 0 . Fi75 0. 000 w UI_ 4 01.'.04 DL+. 7tiaLt_->CL_+WL1+GLJPY •' o 1. C' = 0. 000 zo COI_ 1 0108 UL+. 75 (LL-FCL+WL2+GWS Y ` 0 175 zlCOL20108DL_+. 73 (LL+CL+WL'2+GWS Y' U 477. 5 301 O,' 000 zz COL. 3 01 (air 1 L+ '_. U. 600 iz3 COL. 4__010i DL+.75cL_L-+CL_+WL_2+GWS) 0.273 zA Ci?I_. 1 0109 D! + 75(Lt +CLt-WR=_`+t`WS:` 1. b05 O. U00 z5 COL 2 0109 DL+. 7.. LL_+C L+WR2+ . WS) ;' 0. 1.79 0. 461. U. OGU 1 26 COL O'1D9 DL+. 75 (LL_+Ct_+WR2+GWS Y V Q 996 1 27COL70109. DL+ 75ZLL+CL+WR2+GWSY 276 . O 273 boo.. zaCOLL01. 14 DL_+. I: (L L..- CL- H41-2-1-GWP) 29 COL 2 0i l4 DL+ 7::a ; LL.'r(;i.._ hhll_ ? 1 G1•IP) 1 ;` b... O. 4^a i 2. 486 30 COL_ 3 O'11/f DL ! 5.301. 0.000 31 COL 4 0 14 L?L_+- 15 t L_L JCL+W 2.+ W 0. Se73 v. G47 O. 000 32 COL 1 0115 DL+. 75CLL+CL+WR2+GWF?) c Q 156 O 4bi aoo 33COL0125DL+. 75CLL+CL+WR2+GEJPY 0 433 o a17'. o: 34, c f]f__ 011;] 0. 5 d 35 0L_ 4 011 I L F. (( I_ r f:L L•JR^ 1 GWF') U. ?' 7 1 OUCL 37 COL 2 O'129 DL_ . 7: (LL_+C ''DWI_+GLdS) O. UOU dt 38 COL - 3 0129 DL+ 15-(LL-+CL-t-WL+GWS) f] Q598d5 39 COL. 4 0129 DL+ 1`.;LL+CL+WL+GWS r•. 792 O' OG}U no COL L 013(? DL_-s . /`:'(L l _+CL.'h4,{li r lrt'd5) 0. e89 O. 000 - sl 52 Al COI_. 2 0130 DL-h 7!5f Ll_t-C f_+Wp.-V L;t,)._i) 0. 477 2. 223 53 42 L:L._ 3 Oia%) f•--1- 7 F5(LL_+CL_-a-W1; ..FGL,1S) h, 590 2. 115 0. 000 sd 43 COL. :.4 0,13.0 DL+. 75:(.LL+CL+WR+GI4S) 0. 000 55 se 4. 1 COL 1 0135 DL+ 75 (LL CL+WL+GWP) 0. 1 Sb 0. 391 57 45 COL 2 0135 DL+ 7: (L_.L+CL FWL+Gwp o 0: 4 3 O. OGU se A6• L:r3L_ a UZ 3 ; I)L.+ -:`: ; L L_ rr:f._-1-WL +GW!' ) lJ 54.3 G. 612 0. 000 59 47 Ci?L_ 4 0135 DL. r. /t; f L._I_-l.L.. 1.4dL+01AP) C< iJ . • L1` rZ J 7 60 61 43 13_ 0. } 56 I. oU s DL-)•. 75 L_+CL+WR+GWP ) 093 0, 000 3 sa COL 3 0136 DL+75(LL+CL+WR+GWP) 37 524351 COL 4 U136 SCLWF+GJF G2S7 2_?.. 5 OU... od 0 O000za 0539 I 51 70 55 I 72 56 t 73 1 74 75 1 8 Drd:.ris I,' 3_.-_'1}a; J l;ia ' 2 r _}tIN IIORIONTAL VET TICAL MOMENT PAGE t COL 1 DI 59 6DLi-WLI GWS d v s'.'I.. c 1 )I' t. P r L. dV 0,000 6 is t_L_ l::. 517 b iL_J'r:a L F'-,W.. f. A;4a a 7 t•OL 1 1 b 0 +• L +t 3 l4 1. 1,92 a. aaa a COL 2 0160 6DL_+WLi-+-Gwp a S 7 tc 3.96f a CO!_ 3 4160 bDLtWL1av^WP O. 000 3. 7 t0 O. O C;C'.•t_ 1 i .71. iatjL+W! I-CGWS Jn LL 1 . i'05 t a. aafl 17COL. t1 i 61 6',}L..'+•'.L.I_I`t ICE 1 Cl. 636 4.311. 0. 000 IA . ' COL 4 0161 6DL+oft-+GWS O 3b L i 27d" 5 CL I_ 1 01.5 b.UL+WR GWS _ 0 000 r.,: .` fl.96S` 0.000, 1h1.?... .. c 1. i bc_ 7l_ .. '..,i -. -L• •'e; 17 CIDL_ 3 11 i)1-26D1._i (.,IP 4:^.,W t:i- a 7 i [] f• 336 18 t-i^L._ 41 t 1hc1 i, 1 ' Fa i;q i„4. U =364 f 5?5 a. aaa a. 00 0 o COL 2 0163 6DL+G?t.+G6JP: a, 577 zl CtL 3 0 S 63 bDL+'dL F WP w a 724 4. Oa0 1 22L , II._ i. ,7,_: I .1:.._ 1 I.,d i_ I •:: tN Y" 23 i ,._ 1 C, A 64 6DL t-WR+,DWP 0.208 960 C zAGil_ 0164 T`L.'t4.3R+1::4'}P l. aaa 25, a. 577 2. 163 a. 000 z6 COL 4 0164 6DL_+WR+GWP ` 0 31''b 3 '595, z7 t•OL1 01656DL+IdL2+6WS 0. 239 a. 889=" Or.' 000. 28 a.t.000` GOL_ 3 0165 6DI..i-t•4t._1:?'+>;;WS O y 7' 1 30 CD . 4 l6 i + i I,. Z£'4 574 0 16 0. 000 fl. aaa 32 COL 2 01`66 6DL+WR2+6W r. O c436 4 A38 ` 33 CI_ 3 0166 6DL+WR2+GWS O 79;8.' O:' 000; O.' 000 34h 35 CCIL 1 C.1b? 6DL.+WL.2 *CZ WP 0.208 O. 839 36 COL 2 01 6L•L..IwkL ( D41P a. 5;'7 0. 0fl0 37 1_- b i G y t. 940 0. 000 38 COL 4 0357 6DL_+WL2+,WB 0. 316 O. 000 39C.0L 1 0168 6DL+WR '+GWP a -• i. all 0. 000 41 OL_ 3 01.;38 UL_A-b'C;_''t-t=1• P O 724 3. 4 4 O. 0a0 A2 S1L 4 Cl? tr < C•Di._ Fl:ri?T?# l: lnt' a. 3.16 0. 0"5 0 d3 Ih 0. 000 5 5 5 5 A7 A8 A9 6 h 6 52 51 53 I i 55 54 7 I 7I : 1 2' S UM,M A' 4 S5GTF ARE BY —FRAMED t;.11"T DEPTH: 8. CEO IN JA=:S 'N6.1'rME..RED FR€— FFifIN'T t I—DE1,4A._l e SPAC1BAY IN' 2 O-C} ELL=1 -VATION CA L.EF f L.AP SPAN RIGHT LAP„ 1- 1-21z 1%--? 1. E.t 13 c; i --C} 1. 9--.0 1 , s_ 1 14OPENING15 NIMBERiLENGTHSECTION10 SPA. CING: 16.-6 13'f6 20 ELEVATION GA LEF•f LAP PAN RIGHT z I. tii 24 1- 2 1.6-6-13/16 a--O 25 76 MEMBFR LENGTH' SECTION'27 26 i-C •i ' is '!' 6 E>' t...>. 16..j 2- 3/8 6 30 3 A`,` 3 SPAtCIh,EG:: 31 ELEVATION SP32 G . 33 34 12- 4 16 1-2' 7, 777 4 a i 35 OPENING 1 36 37 PfE.-° IBI:F2 I...ENCGI-H SECTION 38 39 40 Hea> i ear 1.9-0 .' 2-37 B' C 16', GA 141 d4 45 46 j' 7 41 50 52 1 53 DEFLECT. ON- MAX I-TY GWS WIND INTERIOR ZONE COEFF — — EDGE GWP WIND COEFF —l STRIP ALL ZONES L / 45:3 O. 633 0.998 1.9 OO. L/ 4 O 5::3 C17'7,.99s3 3. 09'? 7 908 0. 908 DE LE MAY ItNTTY' GWS WIND INTERiQR ZONE COEFF - -' GWP EDGE WIND COEFF y STRIP ALL ZONES' L/ 772 O. 529 0.9911 1 . 4F32 O. 9a 1 DEFLECTION MAX UNITY INTERIOR ZONE' EDGE 'STRIPZONES.- ALLL./_ 431 O. 457 1.017 f' 27 CT. 927 i r turn GUNS: DGE: 'STR T.'P EALt.: ZQt(tES L/ 1 15C 77 017 GWS WIND COEFF ---- > WP WIND COEFF -:> 38 CY 650`' 0 9-9$ 1'-097 Q-94$----- - 4 DEFL FG- I-ION MAX UN1.TY GWS WIND INTERIOR ZONE COEFF - EDGE GEdP WIND COEFF - STRIP ALL. ZONES 4 L7772 O 529 0.99:1 1'. 082 4: 0. 901 s1 s 1 4 i 5 7 6 9 70 ' 71 72 73 T; f*,mE LAAE PAGE Lox z4i?o pi-",-ri MARY PK i-STOME'R API) BU I DER tIAME UNSPAN STRUCTURES11rL-. LUILDER AEDRff-ss LorIGac-)—OD, FL. 1 E A- L "VA"FION: ' - PANEL TYPE: VIR PANEL GAGE: 26 u FfROtl t EFT STEEL L I NE ri t i I v A I ON FRC I.. GTEI " -'-- ! - ep 0 p Ty -.. I 24:1.sUtCHECK: DEFLECTION: FL. 3.25-0UINIFY- Cj-JE-:C'V': 3 3 2 e ELEVATION- T71,; p PANEL TYPE: KR PANEL- GAGE: 26 PAI,.IEL CHECI.K: 0- EI" L STEEI FT. 7 'S T E. if E: f UNIFY CHECI,": 0 1/1-1. 8 CHECK: D. 382e DEFLECTION: L/ 3.2'?0 EFLECTION: L/ 871 REVISIONS PERMIT # 0.3- LB 21 ADDRESS_(, CONTRACTOR PH # DATE S' Z6 'O c- DESURITION OF REVISION: gT-,t Qps{ 2 mmalM FIRE BLDG COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 03100003 ' BUILDING APPLICATION On 03-10000375 BUILDING PERMIT NUMBER: 03-10000375 DATE: April 30, 2003 NNIT ADDRESS: KEYES CT 130 12-20_30-512-0000-0020 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUFx PARCEL!, SUBDIVISION:: TRACT: PLAT BOOK: PLAT BOOK PAGEo BLOCK: LOT: 24R HAM[: ADDR[]}S: APPLICANT NAME: MUNFIELD AND ASSOCIATES ADDRESS: 1175 SPRING CENTER SO BLVD 100 ALTAMONTE SPRINGS FL 32714 LAND USE: WAREHOUSE TYPE USEx WORK DESCRIPTIONx CITY-SANFORD SPECIAL NOTES: LAKE MARY BELTWAY COl*MERCE PARK FEE BENEFIT RATE UNIT CALC UNIT TOTAL DU[ TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORB Warehousinq 398.00 10.100 1000gsft 4,019.80 ROADS -COLLECTORS NORTH ORD Warehousing 80.00 10.100 1000gsft 803.0O FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOOLS ` N/A 00 PARKS / N/A 00 LAW EHFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 4,827.80 STATEMENT RECEIVED BY: PLEASE PRINT NAME) NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND | ENSURE TIMELY PAYMEN7 MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** | DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT f*NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR ED CATIONAL ISSi}AKCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FE[S MUST BE EXERCISED BY FI RITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING Td E DATE ABOVE BUT NOT LATER THAN CEQTIFICA7E OF OCCUPANCY OR OCCUPA CY. THE REQUEST FOR REVI[W MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS OAY BE PICKED UP OR REOUE3T D, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD DUILDIHG DEPARTMENT 1101 EAST FIRST STKE[T SANFORD, Fi 3277l PAYMENT SHOULD BE BY CHECK OR MONEY R. ORDER AND SHOULD REcERENCE E COUNTY BUILDING PERMIT NUMBER AT THE LEFT OF THIS STATEMENT. T TATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS N]T*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAILCALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 2 Z CITY OF SANFORD PERMIT APPLICATION Permit # : v , y Date: Job Address: 1 © L L_S C—OCIr7 Description of Work:ini,Lc/t_ /1%C—'( / !AT70//7 /i30db' Historic District: Zoning: Value of Work: $ mot, C 2 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories Parcel #: Owners Name & Address: VkYQ F14a— _ 1 1-7 S ,S 0t? i'Nc CC.=Iti? Contractor Name & Address: t-4-AMC— A , A Fora T /4ILL W+ la =WLUA Phone & Fax: `t07)3 9 -0qo v 3YY 070 Bonding Company: iU A - Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Attach Proof of Ownership & Legal Description) Ui cT I t PLY) &-I^ SS/7' Phone: 7Z)7 k6 I?— 9, 0T P/ L E 9?0 7 L I 1SState License Number: 477 70(00 /l `l7 Y Contact Person: f // _= Phone: O7 -t7 6S C Address: / Mortgage Lender: AJ L i3 Address: / Architect/ Engineer: Nl Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date bALE S, QYAtt,mAYviU Print Owner/Agent's Name Z Cs Signature ofNotary-State of Florida Date Signature of Notary -State of FloridaF Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg:' ItxF S 2y__03Zoning: Initial & Date) Special Conditions: Contractor/ Agent is Personally to Me or D` Produced ID 0 7, 616 Initial & Date) Utilities: Initial & Date) FD: _ Ir X3 j A < j 0 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 0-S 23 Z722- DATE: PERMIT #: BUSINESS NAME / PROJECT: I' \ o J Q U ADDRESS: / : O het _ Ql ' l ^ t I r PHONE NO.0 AX NO.: CONST. INSP. [ ] C / 0 INSP.:[ ] REINSPECTION [ ] PLANS REVIEWi[`.] F. A. [ J F.S. HOOD [ ] PAINT BOOTH BURN PERMIT [ ] TENT PERMIT ; ] TANK PERMIT [ J OTHER?J nr,L TOTAL FEES: SA- 0 © 0 ( PER UNIT SEE BELOW) COMMENTS: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the Citv of Sanford. Florida. Sanfor Fire Prevents n Division 76,&9 Applicant's Signature h I SUEMITML PPLD:rF--C--/ 0 FLAME'AWAY FIRE PROTECTIONt INC. 1620 FOREST HILL WAY bENEVA, FLORIDA 32732-9030 ST. CERT.#47752700011999 407) 349-0908 Office 407) 349-0702- Fax 407) ,437.-O634 circa, T-) r Tft 5 CQur T Wh I -VI N 81- I(J CVL S T PLANS REVIEWED CITY OF SANFORD mp 19 9 Pik, ti FitA is SCHE: M ch(,- dut,'---m1OO/ccK"-'.clule-40 Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe you get UL listed and FM approved product. Although these product, dO not require separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10 (1-1/4"- 8") pipe and Sch-40 (1"- 2-1/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Galvanized Pipe Schedule-10 /Schedule-40 product can be 'hut -dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. Our adstuned l'ormula mill coating Offer; a clr m. durable surface. It is Also p;tint-retidy for custom color application; without special prepar;tiun. Meets '"Bur American" requirement and is a\aidable through distributors in the USA. Canada and Mexico. Schedule-10 /Schedule-40 pipe are in compliance with the following: ASTM A-1 35, and NFPA 13. Both pipe products have a working pressure rating) of 300 psi maximum and also meet the ,inii-ent requirement for the lollowilh_' tests: Welded OUIIe[S Hydrostatic Pressure Sick \N all Rupture Vibration Test t UDC Usted Approved Usted n allied TUBE 8 CONDUIT 14 r Sped i"'cations x CM Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift Wt/Lift Wt/lift NPS I.D. H2O Filled Lift 21' 24' 25' x 1" 1.049 1.680 2.05 70 2470 2822 2940 25 26.6 2.5 3.05 70 1120 1280 1334 x 1 1/4' 1.380 2.270 2.93 51 4431 2778 2894 32 35.1 4.36 4.36 51 1103 1260 1313 x 1 1/2 1.610 2.720 3.61 44 2513 2872 2992 40 40.9 4.0 5.37 44 1140 1303 1357 2.067 3.650 5.13 30 2300 2628 2738 50 52.5 5.4 7.63 30 1043 1192 1242 x 2 1/2" 2.469 5.790 7.86 19 2310 2640 2750 65 62.7 8.6 11.73 19 1048 1197 1247 16100 S. Lathrop Harvey, IL 60426 ScholO.Sp6cif pinches et ic - Product Nominal Vt/Ft Wt/Ft PCs/ Wt/Lift Wt/Lift Wt/Lift NPS I.D. H2O Filled Lift 21' 24' 25' x 1" 1.097 1.400 1.81 91 2675 3053 3185 25 27.9 2.1 2.70 91 1213 1385 1445 x 1 1/4" 1.442 1.810 2.52 61 2319 2664 2760 32 36.6 2.7 3.75 61 1052 1208 1252 x 1 1/2" 1.682 2.080 3.04. 61 2664 3045 3172 40 42.7 3.1 4.52 61 1208 1381 1439 x 2 " 2.157 2.640 4.22 37 2051 2344 2442 50 54.8 3.9 6.28 37 930 1063 1108 x 2 1/2" 2.635 3.530 5.89 30 2224 2542 2648 65 66.9 5.3 8.77 30 1009 1153 1201 x 3 3.260 4.330 7.94 19 1728 1975 2057 80 82.8 6.4 11.82 19 784 896 933 x 4" 4.260 5.610 11.78 19 2238 2558 2665 90 108.2 8.3 17.53 19 1015 1160 1209 x 6" 6.357 9.290 23.03 10 1951 2230 2322 150 161.5 13.8 34.27 10 885 1012 1053 x 8" 8.249 16.490 40.15 7 2424 2770 2885 200 209.5 24.5 59.75 7 1100 1256 1309 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-797-6210 Fax 708-339-1806a29 / Prmled in USA i IP / 1.98 / 5M / C1998 IPS CARBON STEEL PIPE 1 o.0ZFIREPROTECTIONPRODUCTS 1\ 4 1 i au'I i An 0 9001 certified company PRODUCT DESCRIPTION FireLock Style 005 rigid coupling has a unique, pat- ented angle -pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity isIlkobtained. Patented DIMENSIONS. Rated at 175 PSI (1200 kPa) for wet and dry sprinkler systems; Schedule 10 roll grooved or.Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not permit expansion, con- traction or angular deflection. Y _Z-- 2cx 9 9 Style 005 FireLock"M Rigid Couplings The FireLock system pro- vides rigidity for valve con- nections, fire mains, long straight runs. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle - pad design permits assem- bly by removing one nut/ bolt and swinging the housing over the gasket. This reduces components to handle during assembly; speeds and eases installa- tion on pipe grooved to Victaulic specifications. 10.02-1A Dimensions Pipe - Inches/mm Max. Work. Press. Max. End Load Allow. Pipe End Sep. t @ Bolt/Nut No. - Size Inches/miuimeters Apprx. Wgt. Ea. Nom. Size Actual Size PSI'/ki ,, Lbs.'/N InJinm Inches/mm X I Y I Z LbsJkg 11/a 1.660 175 378 0.05 2 - 3/e X 2 2.69 4.14 1.86 1.2 32 42.4 1200 1680 2 68 108 47 0.5 11/2 1.900 175 495 0.05 2 3/6 X 2 2.94 4.34 1.86 1.2 40 48.3 1200 2200 1.2 75 121 7 0.5 2 2.375 175 775 0.07 2 3/a X 21/z 3.41 4.50 1.86 1.6 50 60.3 1200 3450 87 0.7 21/z 2.875 175 1.135 0.07 2 _ a/e X 2'/z 3.91 5.06 1.86 1.9 65 730 1200 5050 99 i25 d7 0.9 3.000 175 1235 0.07 63 0 4.10 5.25 1.80 1.9 3 O.D. 761 I r, 104 1. 09 3 3.500 175 1.685 0.07 2.3/a X 21/2 4.54 5168 1.86 2.1 80 3.9 ii` 4 4.500 175 2.780 0.16 2 3/s X 21/2 5.71 6.90 2.07 3.1 0U I-1 3 7U.' 273, 45 1-; 1 4 4.250 175 2482 0.16 X 63.0 5.50 6.90 2.07 3.1 41/4 0.D. 08.0 1200 11045 140 n5 1.4 5 5.563 175 4.250 0.16 2 /2 X 23/4 6.85 8.66 2.07 4.5 125 141.3 1200 18920 1 174 2Z, 2.0 5.250 175 3785 0.16 1; x 700 6.60 8.66 2.07 4.5 5'/a O.D. 33.0 1200 168=15 a l 168 220 2.0 5.500 175 4155 0.16 2 - 12 X 70.0 6.81 8.66 2.07 4.8 5hO.D. 139.7 1200 18490 4.1 173 220 53 2.2 6 6.625 175 6.030 0.16 2 -'/z X 23/a 7.91 9.72 2.07 5.0 150 163.3 120(! 26840 1 201 2•;' 2.3 6.250 175 5365 0.16 2 ;< 70.0 7.60 9.72 2.07 5.5 61/4 O.D. J9 0 1?Oi) 23875 93 2.5 6.500 175 5804 0.16 2-'/2 X 23/a 7.76 9.72 2.07 5.5 65.1 201t 25828 197 247 2.5 8 8.625 175 10.219 0.19 2 - 3/a X 41/a 10. 41 13.20 2.50 11.3 200 219.1 1200 45475 ii 264 335 u'- 5 1 Refer to notes on Page 2. Victaulic Company of America • P.O. Box 31, Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 610/559-3300 • FAX: 610/250-8817 1538 Rev.A 5ML 5/96 a Registered Trademark Victaulic Company of America 0 Copyright 1996 Victaulic Company of America Printed in U.S.A. MATERIAL SPECIFICATIONS Housing: Ductile iron conform- ing to ASTM A-536 Housing Coating: Orange enamel Optional: Hot dipped galva- nized Bolts/Nuts: Square necked, heat treated carbon steel to ASTM A-449 Optional: Zinc plated to ASTM B-633 Gasket: Grade "E" EPDM - Type A Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Fac- tory Mutual Research for wet NOTES and dry (oil free air) sprinkler services to V5 PSI (1200 kPa*) using the Grade "E" - Type A gasket. For dry ser- vices, Victaulic continues to recommend the use of Grade E" Type A or Grade "L" (Sili- cone) F1ushSedl gaskets. LPC approved to 12 Bar. Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accor- dance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11h times the figures shown. t For field installation only. FireLock Style 005 couplings are essentially rigid and do not permit expansion/contraction. Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 10.02 - 2 M I:tchu'1( An @ 9001 certified company PRODUCT DESCRIPTION FireLock' products com- prise a unique system spe- cifically designed for fire protection services. Fire - Lock fittings are a CAD - developed, hydrodynamic design which have a shorter center -to -end dimension than standard Patented fittings. A noticeable bulge allows the water to make a DIMENSIONS C to El ctoE E,1j 0 J'+' No. 001 No.003 CtoE L 7 o gip± No. 002 No.006 smoother turn to maintain similar flow characteristics as standard full flow fit- tings. FireLock Style 005 rigid coupling has a unique, pat- ented angle -pad design which allows the housings to offset while clamping the grooves. By permitting the FireLock" Fittings housings to slide on the angled bolt pads, rigidity is obtained. FireLock fittings are designed for use exclu- sively with Style 005 Fire - Lock couplings. Use of other couplings or flange adapters may result in bolt pad interference. 10. 03-1A Pipe No.001 No.003 No.002 No.006 Inches/ mn, 901 Elbow 451 Elbow Straight Tee Cap Thickness C to E Weight C to E Weight C to E Weight T^ Weight Nominal Actual Inches Each Inches Each Inches Each Inches Each Size Size min LbsJkg rein LbsJkg mm LbsJkg nvn LbsJkg 11/ 4 1.660 0.82 0.3 32 11/ 2 1.900 0.82 0.4 IO t: 2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 21/ 2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 3. 000 3.00 3.30 2.25 2.4 3 O.D. 7e 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 2 " i 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 07 2 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 71 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 Victaulic Company of America • P.O. Box 31, Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 610/559-3300 • FAX: 610/250-8817 1539 Rev.A 5ML 5/96 M Registered Trademark Victaulic Company of America 0 Copyright 1996 Victaulic Company of America Printed in U.S.A. I 1 0.03-2A Pipe Frictional Resistance Equiv. Feet ,a,- ,: of Straight Pipe Straight Tee Nominal Actual 901 El. 451 El. No. 002 Size Size No.001 No.003 Branch Run 2 2.375 3.5 1.8 8.5 3.5 50 9,6 21/2 2.875 4.3 2.2 10.8 4.3 65 730 3 O.D. 3.000 4.5 2.3 11.0 4.5 3 3.500 5.0 2.6 13.0 5.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 6.4 6 6.625 10.0 5.0 25.0 10.0 8 8.625 13.0 5.0 33.0 13.0 200 2191 C.rl.t MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536 Fitting Coating: Orange enamel O Optional: Hot dipped galvanized 10.03 - 2 rS CARBON, STEEL; PIPE E PROTECTION VALVES Q!g An iso 9001 certified company PRODUCT DESCRIPTION Series 717R FireLock check valve incorporates a CAD -developed design that is hydrodynamically effi- cient and available in 4 - 8" 100 - 200 mm) sizes. The DIMENSIONS FM Series 717R utilizes a totally rubber encapsulated disc to provide superior corrosion resistance. This single disc design incorporates a spring assisted feature for non -slamming operation. Approved for vertical or horizontal installations, the Series 717R is designed to accept a riser check kit. The kit consists of a 2" (50 mm) drain valve, 0 - 300 PSI 0 - 2065 kPa) gauges (2), gauge isolation valves (2), pipe nipples and pipe plugs. The Series 717R does not include the riser check kit unless specified and ordered. A welded -in nickel seat provides extra corrosion protection and leak -free sealing under as low as five Series 717R FireLockTM Check Valves 5) feet of head. The basic valve is factory tested and is UL/ULC Listed and FM Approved, The 2" (50 mm) drain valve is UL/ULC Listed and FM Approved for services up to 200 PSI 1370 kPa). Grooved ends allow fast, easy installation with just two Victaulic cou- plings or the valve may be mounted to flanged (ANSI CL. 150) equipment using Victaulic Style 741 Vic - Flange' or Style 744 FireLock flange adapters on either end'. 10. 09-16 Dimensions- Incheshrliui:neters Nom. Actual Approx, Size Size Wgt. Ea. Inches Inches E - E Lbs. n1.- A B C D E F H- J K L M N kg 4 4.500 9.63 6.25 4.00 3.75 14.25 6.88 6.70 10.45 11.25 2.00 2.00 5.25 28.0 5. 563 10.50 6.50 4.25 3.75 14.75 7.38 7.37 11.87 12.75 2.15 1.88 5.25 35.0 51/ 2 5.500 10.50 6.50 4.25 3.75 14.75 7.38 7.37 11.87 12.75 2.15 1.88 5.25 35.0 ap i 32-1 6 6.625 11.50 7.63 5.38 3.75 15.50 8.03 7.70 12.20 13.00 2.38 2.13 5.25 46.0 6. 500 11.50 7.63 5.38 3.75 15.50 8.03 7.70 12.20 13.00 2.38 2.13 5.25 46.0 61/ 2 O.D. g 30 8 8.625 14.00 8.25 6.00 3.75 16.38 9.00 8.85 12.75 113.501 2.15 2.88 5.25 72.0 1W fib 3,13 Victaulic Company of America • P.O. Box 31, Easton, PA 18044-0031 •4901 Kesslersville Rd., Easton, PA 18040.610/559-3300 • FAX: 610/250-8817 • www.victaulic.com 1540 Rev.B 10/96 ® Registered Trademark Victaulic Company of America C Copyright 1996 Victaulic Company of America Printed in U.S.A. FLOW CHARACTERISTICS NOTE: Placement of check valves too close to sources of unstable flow will shorten the life of the valve and potentially damage the system. To extend valve life. valves should be installed a reasonable distance downstream from pumps, elbows, expanders, reducers or other similar devices. Sound piping practices dictate a minimum of five (5) times the pipe diameter for general use. Distances between three (3) and five 5) diameters are allowable provid- ed the flow velocity is less than eight 8) feet per second (2.4 mps). Dis- tances less than three (3) diameters are not recommended and will vio- late the Victaulic product warranty. 6.0 5.0 4.0 3.0 a 2.0 I Is. 0 cc 1.0 0.V W 0.8 0.7 N 0.6 W 0.5 CC 0.4 0.3 0.2 0.1 SERIES 717R 11111-SIIfin. 01111111101FAI I' 11®//III I 11/1110 11111 II%IIi1 11111 IIIIIII/.I/%silll.llllllO 10 20 30 40 60 80 100 200 300 400 600 1,000 800 MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A-536, Grade 65-45-12, painted black enamel. Body Seat: Integrally welded on nickel alloy. Disc Coating: 0 Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to 230°F (-34°C to +110°C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemi- FLOW RATE- G.P.M. cal services. UL classified in accordance with ANSI/NSF 61 for cold (30°C) and hot 82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Services listed are General Ser- vice Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Refer- ence should always be made to the latest Victaulic Gasket Selection Guide for specific gas- 2,000 4,000 6,000 10,00 20,000 3,000 8,000 ket service recommendations and for a listing of services which are not recommended. Discs: Ductile iron conforming to ASTM A-536 Grade 65-45-12, fully encapsulated in Grade "E" elastomer. Shaft: Type 316 stainless steel. Spring: All sizes Type 302/304 stainless steel. Shaft Plug: Carbon steel zinc plated to ASTM B-633. Pipe Plug: Carbon steel zinc plated to ASTM B-633. This product shall be manufactured by Victaulic Company. All products shall be installed in accordance. with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 10.09 - 2 r. I L Malleable Iron Class 150 Standard) 0 IL I NT E R NAT I ON A I, INC. 450 Street Elbow Figure 1104 Size C, K Weight b lack galv. NPS DN in mm in mm Ibs kg Ibs kg A, fi K 8 6 16 17 7A 22 0.06 0.03 0.07 0.03 A 8 3/4 19 15/,6 24 0.10 0.05 0.11 0.05 3/8 10 t3/" 22 1 25 0.14 0.06 0.14 0,06 2 15 A22 11/8 29 0.20 0.09 0.21 010 3/4 20 1 25 15/,6 33 0.33 0.15 0.34 0.15 1 25 11/8 29 1'/16 37 0.52 0.24 0.53 0.24 1'14 32 15/16 33 1 /16 43 0.84 0.38 0.87 0.39 11/? 40 1'/16 37 1'/8 48 1.2 0.55 1.3 0.58 2 50 V/16 43 2'/4 57 1.9 0.88 1 2.0 0.88 Reducing Elbow Figure 1101R Size X Z Weight black 9 alv. NPS DN NPS DN in mm in mm Ibs kg Ibs kg I Z - 1 t 4 8 8 6 3/4 19 3/4 19 0.10 0.05 0.10 0.05 10 8 6 13/16 22 1/822 0.12 0.05 0.13 0.06 4 8 7/822 15/,6 24 0.14 0.06 0.15 0.07 z 15 4 8 1 25 1 25 0.19 0.09 0.20 0.09 10 1'/,6 27 11/,6 27 0.21 0.10 0.22 010 3/4 20 4 8 11/8 29 1'/a 29 0.26 0.12 0.28 0.13 10 11/8 29 11/8 29 0.29 0.13 0.30 0.14 2 15 13/ 6 30 1 Y4 32 0.39 0.18 0.40 0.18 1 25 10 13/16 30 1'/4 32 0.41 0.19 0.42 0.19 2 15 11/4 32 1% 35 0.46 0.21 0,47 0.21 3/4 20 1% 35 1'/16 37 0.55 0.25 0.58 0.26 1'/4D132 2 15 1% 35 1 1'/,6 40 0.62 1 0.28 0.64 0.29 3/4 20 1'/,6 37 15/s 41 0,71 0.32 0.73 0.33 25 1'/16 40 1"/,6 43 0.86 0.39 0.90 0.41 1'/2 40 3/1 20 1'/2 38 13/4 44 0.83 0.38 0.85 0.39 1 25 15/8 41 113/16 47 1 1.00 0.45 1.1 0.48 1'/4 32 113/16 47 1'/e 48 1.2 0.53 1.2 0.54 2 50 3/4 20 1% 41 2 51 1.3 0.59 1.3 0.60 1 25fV/4464 2 51 1.4 0.61 1.5 0.66 32 2'/8 54 1.5 0.69 1.6 0.70 40 2'/8 54 1.8 0.79 1.8 0.81 2'/2 65 1'/2 40 2/2 64 25 1.2 2 50 2/8 67 3.0 1.4 3.0 1.4 3 802'/2 2 505 215/ia 75 3.8 17 39 1.8 653 3 76 4.0 1.8 4.0 1.8 4 100 3 804 35/e 92 7.9 3.6 8.0 3.6 0ALLELBOWS & TEES IV' (10 DN) and LARGER ARE 100 /o GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) PF - 59 ANVIL INTERNATIONAL. INC. 1 Malleable Iron Class 150 Standard) 90' Elbow Figure 1101 Size A Weight black galy. NPS DN in mm lbs kg lbs kg A--j A 6 6 1/16 17 0.06 0.03 0.07 0.03 i/4 8 13/16 22 0.11 0.05 0.12 0.05 10 15/16 24 0.17 0.08 0.17 0.08 2 15 1'/a 29 0.26 0.12 0.27 0.12 3/4 20 15/16 33 0.38 0.17 0.43 0.20 1 25 1'h 38 0.63 0.29 0.65 0.29 32 13/4 44 0.96_ 0.44 0.94 0.43 11h 40 115/16 49 1.3 0.59 1.3 0.61 2 50 2'/4 57 2.1 0.9 2.0 0.9 2'/2 65 2"/16 68 3.5 1.6 3.6 11 3 80 3'/,6 78 5.2 2.4 5.3 2.4 3Y2 90 37/16 87 7.1 3.2 7.2 3.3 4 100 3"/16 98 8.9 4.1 9.4, 4.3 5 125 4'/s 114 14 6.3 15 6.6 6 150 51/6 130 23 10 24 11 45' Elbow Figure 1102 Size C Weight black gals. NIPS DN in mm lbs kg lbs kg s ti e 6 11/16 17 0.06 0.03 0.08 0.04 4 8 3/4 19 0.11 0.05 0.11 005 10 13/16 22 0.16 0.07 0.18 0.08 1/2 15 22 0.21 0.10 0.24 0.11 3/4 20 1 25 0.37 0.1.1 0.39 0.18 1 25 1'/8 29 0.54 0.24. 0.57 0.26 1'/4 32 16/ifi 33 0.86 0.39 0.87 0.39 1'/2 40 17/6 37 1.1 0.51 1.2 0.53 2 50 V1111 43 1.7 0.78 1.9 0.84 2'/2 65 115/,6 49 2.8 1.3 2.9 1.3 3 80 23/,6 56 4.5 2.0 4.6 2.1 4 100 25/e 67 7.2 3.3 7.3 3.3 5 125 3Y,6 78 11 5.2 12 5.3 6 150 31/16 87 17 7.8 18 8.0 ALL ELBOWS & TEES 3/6"(10 DN) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) PF - 58 ANVIL.. INTERNATIONAL. INC. L Malleable Iron Class 150 Standard) Straight Tee Size A black Weight galv. Figure 1105 NPS DN in mm Ibs kg Ibs kg 1/4 1/215 3/4 1 1'A 1'/2 2 A - 21/2F_ 6 8 10 20 25 32 40 50 65 11/16 13/16 6/16 1'/s 15/,6 1'/2 1'/4 V/16 2'/4 2"A6 17 22 24 29 33 38 44 49 . 57 68 78 0.09 0.15 0.23 0.36 0.56 0.90 1.3 1.7 2.5 4.9 7.1 0.04 0.01 0.10 0.16 0:25 0.41 0.59 0.78 1.1 2.2 3.2 0.10 0.16 0.24 0.37 0.58 0.92 1.4 1.8 2.8 5.0 7.3 0.05 0.01 0.11 0.17 0.26 0.42 0.61 0.81 1.3 2.3 3.3 3 3'/2 q 4 80 90 100 3'/16 VI 313/16 87 98 9.0 ` 11 19 4.1 5.1 8.8 9.4 ` 12 20 4.3 5.6 8.8 ' 5 6 125 150 4'/2 51/8 114 130 26 12 30 14 EO.A. Weight 900 Street Elbow Size A black galy. Straight: Figure 1103 Reducing: Figure 1103R NPS DN in mm in mm Ibs kg Ibs kg 1/6 6 "/,6 17 1 25 0.06 0.03 0.06 6.03 1/4 8 17/,6 22 13/,6 30 0.11 0.05_ 0.12 0.05 10 15/16 24 12/16 37 0.17 0.08 0.18 0.08 1/2 15 11/6 29 15/e 41 0.24 0.11 0.26 0.12 3/4 20 15/16 33 1'/e 48 0.41 0.19 0.42 0.19 1 25 1'/2 38 21/6 54 0.62 0.28 0.64 0.29 11/4 32 13/4 44 2'/16 62 1.1 0.50 1.1 0.52 i' A-' 1'/2 40 115/,6 49 2"/16 68 1.4 0.65 1.6 0.70 t 2 50 2'/4 57 3'/4 83 2.9 1.3 2.7 1.2 I 2'/2 65 2"/,6 68 3% 98 4.0 1.8 4.0 1.8 3 80 13/,6 78 4/21 114 6.1 2.7 6.3 2.8 4 100 313/,6 98 5"/,6 144 9.9 4.5 11 5.0 2 x % 15 x 10 1'/6 21 19h6 40 0.23 0.10 0.25 0.11 3A x'/2 20 z 15 13/,6. 30 13/4 44 0.32 0.15 0.36. 0.16 1 x 3/4 25 x 20 1% 35 2/116 52 u.o4 11/, x 1 32 x 25 19/16 40 25/16 59 0i6 0.39 0.89 0.40 1'A x 3/4 32 x 20 12/16 37 2'/4 57 0.75' 0.34 0.77' 0.35 1'/2 x 11/4 40 x 32 113/16 47 29/6 65 1.2 0.54 1.3 0.59 1'/2 x 1 40 x 25 1% 41 2'/2 64 1.1' 0.49 1.1 0.50 First size denotes female end 2 x 1'h 50 x 40 2 51 215/,6 75 1.9 0.84 1.9 0.85 Note: See page PF-57 for pressure -temperature ratings. PO.A. ALL ELBOWS & TEES 3/s" (10 DN) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) or - an Malleable Iran Class 150 Standard) Reducing Tee Figure 1105R Z t Y i i X INTERNATIONAL, INC. ALL ELBOWS & TEES'/a' and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. Size X Y Z Wt. black galv. NPS DN NPS DN NPS DN in mm in mm in mm Ibs - kg Ibs kg 8 6 8 6 4 8 19 4 19 4 19 0.12 0.05 0.14 0.06 4 8 8 8 6 4 19 4 19 4 19 0.13 0.06 0.14 0.06 10 11/16 24 15/6 24 1/8 22 0.19 0.09 0.20 0.09 10 1/1 8 4 8 22 11/15 22 1'/16 24 0.19 0.09 0.20 0.09 1/8 10 15/i6 24 is/16 24 15/16 24 0.21 0.10 0.22 0.10 2 15 11/8 29 1 25 11/8 29 0.29 0.13 0.29 0.13 3/8 10 A8 718 22 8 22 15/16 24 0.21 0.10 0.22 0.10 2 15 11/16 27 1'/16 27 11/16 27 0.26 0.12 0.29 0.13 1/4 8 2 15 1'/8 29 1'/16 24 1 1'/8 29 0.30 0.14 0.31 0.14 10 10 1'/16 27 1 25 1'/16 27 0.28 0.13 0.29 0.13 2 15 2 15 4 8 1 25 1 25 1 25 0.27 0.12 0.29 0.13 10 11/16 27 1Y16 27 1'/6 27 0.30 0.14 0.32 0,15 3/4 20 1''A 32 1'A 32 1'/16 30 0.43 0.20 0.45 0.20 1 25 1% 35 1'/8 35 1'/4 32 0.55 0.25 0.57 0.26 1/4 8 4 20 16/16 33 1'/8 29 16/16 33 0.45 0.20 0.46 0.21 1/6 10 10 1'/a 29 11/16 24 11/8 29 0.36 0.16 4 20 15/16 33 11/8 29 1'/16 1 33 0.46 0.21 0.48 0.22 1/1 20 2 15 2 15 1'/16 30 1'/6 29 11/4 32 0.43 0.20 0.47 U1 3/420 15/16 33 1'/4 32 1`/16 33 0.51 0.23 0.51 0.23 4 20 4 - 8 1'A 27 1.'/16 27 11/8 29 0.38 0.17 0.40 0.18 10 1'./8 29 11,18 29 11/8 29 0,42 0.19 0.46 0.21 2 15 13/I6 22 13/46 30 11/4 32 0.46 0.21 0.49 0.22 1 25 17/6 37 1'/16 37 1% 35 0.62 0.28 0.66 0.30 11/4 32 1% 41 1% 41 11/16 37 0.90 0.41 0.93 0.42 4 8 1 25 1'/2 38 11/16 33 1'/2 38 0.69 0.31 0.71 0.32 2 15 2 15 11/4 32 1'/8 29 1% 35 0.55 0.25 0.55 0.25 4 20 13/2 35 1''A 32 1'/16 37 0.56 0.25 0.62 0.28 1 25 11/2. 38 1% 35 1'/2 38 0.76 0.34 0.73 0.33 1 25 4 20 2 15 1'/4 32 1'/16 30 1% 35 0.59 0.27 0.62 0.28 4 20 1'/8 35 15/16 33 1%16 37 0.73 1 0.33 0.75 0.34 1 25 1'/2 38 1'/16 37 1'/2 38 0.78 0.35 0.81 0.37 1 25 a 8 1'/8 29 11/8 29 1'/4 44 0.55 0.25 0.55 0.25 10 13/16 30 13/16 30 1'/4 32 0.60 0.27 0.63 0.29 2 15 1'/4 32 1114 32 1% 35 0.70 0.32 0.74 0.34 4 20 1% 35 1'/8 35 1'/16 37 0.82 0.37 0.84 0.38 1'/4 32 1'11'16 43 11'/16 43 1'/16 40 0.92 0.42 0.97 0.44 1'/2 40 113/i6 47 1i3/16 46 11/8 41 1.2 0.54 1.2 0.56 2 50 2 51 2 51 13/4 44 1.6 0.74 1.6 034 Note: See page PF-57 for pressure -temperature ratings PF - 91 Malleable Iron Class 150 AWIL (Standard) INTERNATIONAL, INC.. 0"w Size X Y Z Wt. black galy. NPS DN NPS DN NPS DN in mm in mm in mm lbs kg Ibs kg 2 15 1 25 11/,6 40 1% 35 111/16 43 0.87 0.39 - 0.94 0.43 VA 32 1'/4 44 1'/6 40 1'/4 44 1.0 0.47 1.1 0.49 3/4 20 3/4 20 1'/16 37 15/16 33 1% 41 0.86 0.39 0.86 0.39 1 25 19/I6 40, 1'/16 37 1"/I6 43 0.96 0.44 0.88 0.40 1'/4 32 1'/4 44 1% 41 1'/4 44 1.1 0.49 1.1 0.50 1'/4 32 1 25 h 15 1% 35 1'/4 32 19/6 40 0.76 0.34 0.79 0.36 3/4 20 17/6 37 1% 35 1% 41 0.87 0.39 0.92 0.42 1 25 1,/16 40 11/2 38 111/'6 43 1.1 0.50 1.1 0.51 1'/4 32 1'/4 44 111A, 43 1'/4 44 1.1 0.51 1.2 0.54 1 %4 32 10 1'/4 32 11/4 32 11/6 37 0.86 0.39 0.89 0.40 2 15 13/8 35 1% 35 1'/16 40 0.96 0.44 0.98 0.44 4 20 17/16 37 1'/16 37. 1 % 41 1.1 0.48 1.1 0:50 T 25 1'/16 40 19/6 40 1"A6 43 1.2 0.54 1.2 0.55 1'/2 40 11/6 48 11/6 48 19/16 47 1.5 0.66 1.4 0.64 22 50 2'/6 54 2'/e 54 11/8 48 1.7 0.77 1.8 0.83 2 15 40 115/16 49 111/16 43 115/16 49 1.4 0.61 1.4 0.64 3A 20 1'/2 40 11'/16 49 13/4 44 1'S/,6 49 1.4 0.64 1.6 0.71 3/a 20 11/2 38 15/i6 33 1'/4 44 1.00 0.45 1.0 0.47 1 25 1'/2 40 115/16 49 113/I6 47 1 i5/I6 49 1.5 0.68 1.5 0.70 1'/4 32 113/16 47 1"/16 43 11/8 48 1.3 0.59 1.4 0.65 1 25 1% 41 1'/2 38 1TI6 47 1.1 0.52 1.2 0.54 D12 4040 1'/4 32 2 15 1'/16 37 1% 35 1"/16 43 1.0 0.47 1.1 0.50 1'/2 38 1'/16 37 13/4 44 1.1 0.49 1.1 0.50 1 25 1% 41 1'/I6 40 113/16 47 1.3 0.57 1.3 0.58 1'/4 32 113/16 47 13/4 44 17/8 48 1.5 0.69 1.4 0.64 1'/2 40 115/16 49 1'/6 48 115/16 49 1.5 0.68 1.6 0.70 1'/2 40 2 15 1'/ifi 37 17/16 37 1 "/16 43 1.2 0.54 1.3 0.57 3/4 20 1'/2 38 1'/2 38 1'/4 44 1.3 0.59 1.4 0.64 1 25 15/e 41 15/a 41 113/16 47 1.4 0.65 1.5 0.68 1'A 32 1TI6 47 1i3/,6 47 17/8 48 1.5 0.66 1.5 0.67 2 50 23/16 56 23/I6 56 2 51 1.9 0.84 2.0 0.9 2 15 2 50 2'/4 57 1'/a 48 2'/4 57 2.1 1.0 2.3 1.0 3/4 20 2 50 2'/4 57 115/6 49 2'/4 57 2.0 0.91 2.0 0.89 1 25 2 50 2'/4 57 2 51 2'/4 57 2.1 1.0 2.3 1.0 11/4 32 1'/4 32 11/6 48 1'/4 44 2'/e 54 1.7 0.78 1.8 0.81 1'/2 40 2 51 1'/a j 48 2'/,6 56 1.9 0.84 2.0 0.91 2 50 2'/4 57 2'/6 54 2'/4 57 2.2 1.0 2.3 1.0 2 50 11/2 40 1 25 13/4 44 1% 41 2 51 1.6 0.72 1.6 0.73 1'A 32 17/8 48 19/16 47 21/6 54 1.8 0.80 1.8 0.83 1'h 40 2 51 175/,6 49 23/16 56 2.0 0.88 2.0 0.88 2 50 2'/4 57 23/16 56 2'/4 57 2.2 1.0 2.4 1.1 2 50 2 15 11/2 38 11/2 38 11/6 48 1.6 0.75 1.7 0.7.7 3/4 20 1 % 41 15/8 41 2 51 1.9 0.85 1.9 0.86 1 25 1'/4 44 13/4 44 2 51 1.8 0.81 2.0 0.91 11A 32 17/6 48 17/8 48 21/6 54 2.4 1.1 2.5 1.2 1'/2 40 2 1 51 2 51 1 23/16 56 2.5 1.2 2.6 1.2 2'/2 65 2% 1 67 2% 67 1 2% 1 60 3.5 1 1.6 1 3.6 1 1.6 Note: See page PF-57 for pressure -temperature ratings. ALL ELBOWS & TEES'/a" (10 ON) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) PF - 62 Malleable Iron Threaded Pipe With Unions Pressure -Temperature Ratings Temperature Pressure Class 150 Class 250 Class 300 ff) C) psi bar psi bar psi bar 20°to 150' 28.9°to 65.6° 300 20.7 500 34.5 600 41.4 200' 93.3 265 18.3 455 31.4 550 37.9 250' 121.1 225 15.5 405 27.9 505 34.8 300° 148.9 185 12.8 360 24.8 460 31.7 350' 176.7 150 10.3 315 21.7 415 28.6 400' 204.4 110 7.6 270 18.6 370 25.5 450' 232.2 75 5.2 225 15.5 325 22.4 500' 260.0 180 12.4 280 19.3 550° 287.8 1 130 9.0 230 15.9 Note: Unions with Copper or Copper Alloy seats are not intended for use where temperature exceeds 450°F Malleable Iron Threaded Fittings Pressure -Temperature Ratings Temperature Pressure Class 150 Class 300 Sizes 1/41' - 1" 6 - 25 mm) Sizes 11/4" - 2" 32 - 51 mm) Sizes 21/2" - 3" 64 - 76 mm) F) C) psi bar psi bar psi bar psi bar 20°to 150° 28.9°to 65.6° 300 20.7 2,000 137.9 1,500 103.4 1,000 68.9 200' 93.3 265 18.3 1,785 123.1 1,350 93.1 910 62.7 250° 121.1 225 15.5 1,575 108.6 1,200 82.7 825 56.9 300° 148.9 185 8 1,050 72.4 735 50.7 350' 176.7 150.3 900 62.1 650 44.8 400' 204.4 5 750 51.7 560 3&6 450° 232.2 0M10 600 41.4 475 32.8 500' 260.0 2 450 31.0 385 26.5 550° 287.8 7 300 20.7 300 20.7 Anvil Class 150 (standard Weight) Malleable Iron Fittings conform of Inspected Fire Protection Equipment and Materials" issued by to ASME 1316.3 and Unions conform to ASME B16.39. the Underwriters' Laboratories, Inc. Anvil standard weight banded pattern fittings in this catalog, sizes ALL ELBOWS & TEES'/8" (10 DN) and LARGER ARE 100% GAS TESTED AT A a NPS to 6 NPS (6 to 150 DN) inclusive, are included in the "List MINIMUM OF 100 PSI. (6.9 bar) PF - 57 4- Model #115 Heavy Duty Swivel Loop Hanger (NFPA Rod Sizes) RS -- — MRI A C1L H i— L SIZE RANGE: 1/2" thru 8" pipe sizes MATERIAL: Pre -galvanized carbon steel with a zinc electroplate insert nut. APPROVALS: Factory Mutual (FM) LISTINGS: Underwriters Laboratories (UL) CONFORMS WITH: Federal Specification WW-H-171 (Type 10), Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 1,0); install in accordance with ANSI/MSS-SP-69. SERVICE: Pipe support manufactured to use minimum rod sizes permitted by NFPA for fire sprinkler piping. ORDERING: Specify pipe size, model number and name. Pipe H CL RS MRI A Max. recom. size load lbs. 1/2" 3-118" 1-5/8" 3/8" V 1- 1/4" 300 3/4" 3-1/16" 1- 1/2" 3/8" 1" 15/16" 300 1" 3-3/16" 1-112" 3/8" 1" 15/16" 300 1- 1/4" 3-1/2" 1-11/16" 3/8" I" 7/8" 300 1- 1/2" 3-15/16" 1-15/16" 3/8" I" 1" 300 2" 4-1/2" 2-1/4" 3/8" 1" 1-1/16" 300 2-1/2" 5-5/16" 3-3/8" 3/8" I" 1- 1/2" 525 3" 6-1/2" 3-54' 3/8" l" 1-7/8" 525 3-1/2" 7-1/16" 3-15/16" 3/8" 1" 1-7/8" 585 4" 7-1/2" 4-1/8" 3/8" 1" 1-7/8" 650 5" 8-15116" 4-13/16" 1/2" 1- 1/4" 2-3/16" 1000 6" 11-1/16" 6-3/8" l/2" 1- 1/4" 3-3/16" 1000 8" 12-7/8" 7-3/16" 1/2" 1- 1/4" 3-1/16" 1000 Model #130 Service Weight Swiv Ring Hanger A Rod Sizes) Rs — — SIZE RANGE: 1/2" thru 8" pipe sizes MATERIAL: Pre-salvanized carbon steel with zinc electroplate insert nut. MRI APPROVAL: Factory Mutual (FM) f LISTING: Underwriters Laboratories (UL) I CL H CONFORMS WITH: Federal Specification WW-H-171 (Type 10), i I Manufacturers Standardization Society ANSUMSS-SP-58 (Type 10); L install in accordance with ANSUMSS-SP-69. Mo U, SERVICE: Pipe support manufactured to use minimum rod sizes permitted by NFPA for fire sprinkler piping. ORDERING: Specify pipe size, model number and name. Pipe Max. recom. sue H CL RS MRI A load lbs. 1/2" 3-1/8" 1-5/8" 3/8" 1" 1- 1/4" 300 3/4" 3-1/16" 1-1/2" 3/8" 1" 15/16" 300 1" 3-3/16" 1-1/2" 3/8" 1" 15/16" 300 1- 1/4" 3-1/2" 1-11/16" 3/8" 1" 15/16" 300 1-1/2" 3-15/16" 1-15/16" 3/8" 1" 1-1/16" 300 2" 4-1/2" 2-1/4" 3/8" 1" 1-1/8" 300 2 5-7/8" 2-3/" 3/8" 1" 1-3/" 525 3" 6-9/16" 3-3/4" 3/8" 1" 1- 1/2" 525 1/2" 7" 4-15/16" 3/8" 1" 1-3/4" 585 4" 7-11/16" 4-3/16" 3/8" 1" 1-13/16" 650 8-5/8" 4-I/2" 1/2" 1 1/4" 1-7/8" 1000 6" 9-3/4" 5-1/16" 1/2" 1 1/4" 2.3/16" 1000 8" 12-1/4" 6-5/8" 1/2" 1 1/4" 2-7/16" 1000 4 - MICHIGAN HANGER CO., INC. wt:i-- err 5- 14, I J* SIZE RANGE: 3/8" and 1/2" rod sizes MATERIAL: Carbon steel with hardened steel cup point set screw and lock nut ALTERNATE MATERIAL OR FINISH: EG, SS, HDG APPROVALS: Factory Mutual (FM) LISTINGS: Underwriters Laboratories(UL) CONFORMS WITH: Federal Specification WW-H-171 (Type 23), Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 23): install in accordance with ANSI/MSS-SP-69. SERVICE: Structural attachment to metal beams, purlins, channel or angle iron to support hanger rods. Provides no vertical adjustment. ORDERING: Specify rod size, model number and name. NOTE: 1. A hole is available at additional cost. - 2. Set screw must be tightened onto sloped side of I-beam, channel or angle iron flange and torqued to 60 inch pounds for 3/8" rod size and 125 inch pounds for 1/2" rod size. 3. Locknut required to resist vibration. Model #200. Steel 'C-Clamp W 1 C0 CL-1 3/4' 1 MRI RS F> 0" e Max. pipe Max. recom. RS CL MRI W size load Ibs. 3/8" 13/ 16" 13/ 16" 2-1/4" 4" 600 1/2" 11/16" 13/16" 2-1/8" 8" 1000 SIZE RANGE: 3/8" thru 7/8" rod sizes (dimensions shown thru 1/2" only). MATERIAL: Malleable iron casting with a hardened cup point set screw and locknut ALTERNATE MATERIAL OR FINISH: EG, HDG APPROVAL: Factory Mutual (FM) LISTING: Underwriters Laboratories(UL) CONFORMS WITH: Federal Specification WW-H-171 Type 19 & 23), Manufacturers Standardization Society ANSI/MSS-SP-58 Type 19 & 23): install in accordance with ANSUMSS-SP-69. SERVICE: Structural attachment (with infinite adjustment) to top or bottom of metal beams, purlins, channel or angle iron. ORDERING: Specify rod size, model number and name. NOTE: Set screw must be tightened onto the sloped side of the I -Beam. channel or angle iron flange and torqued to 60 inch pounds. Model #300 Beam Clamp Universal/Reversible Double Rod Hole) i CL 3/4' 1 MRI I u F RS -- 1 — TOP BOTTOM May be mounted in either position Max. recom. RS Max. pipe CL MR1 F T load lbs. Top Bottomsize 3/8" 4" 7116" 1/2" 3/8" 3/8" 500 250 1/2" 8" 9/16" 11/16" 17/32" 1/2" 950 760 MICHIGAN HANGER CO., INC. Niles, OH 5- The System Sensor WFD Series vane -type waterflow detector, with a computer designed paddle, fits Schedule 10 through Schedule 40 steel pipe sizes 2" through 8". The design of this unit makes it easy to install and simple to maintain. It can be mounted in a vertical or horizontal position and is suitable for indoor and UL-listed outdoor wet -pipe sprinkler installations. Switch assembly and delay mechanism assembly are field replaceable. Advanced features include: Sealed Retard Assures that the adjustable retard is not contaminated by dust and dirt when the cover is removed. Visual Switch Activation Permits installer to accurately set the retard even under extremely noisy conditions. Mechanical Delay Table of dial setting: Adjustment embossed here The pneumatic delay is (see below preset at dial setting 2 in Delay the factory. To adjust the adjustment delay, move the adjustment dial a dial to the desired number. Rugged Switch Assembly Switches are enclosed in a D;a, Sewn o z 3 1115durableterminalblockforDelay (seconds) 0 15 30 a5 55 70 added strength. Accommodates up to 12 AWG wire. 100% Synchronization Activates both alarm panel and local bell at the same time. Durable Tamper Resistant Enclosure Red epoxy painted metal cover completely encloses the electrical components to keep out dust and dirt. Improved self -guiding security screws and removal tool make detector resistant to tampering; wiring diagram inside cover simplifies field maintenance. Specifications Static Pressure Rating: 250 PSI (Max.) Cover Tamper Switch: Optional model 546-7000 Triggering Threshold Shipping Weight: Varies, 3 — 7 lbs., according to size Bandwidth (Flow Rate): 4 — 10 GPM Service Use: Maximum Surge: 18 FPS Automatic Sprinkler: NFPA 13 Compatible Pipe: Steel water pipe, schedule One or Two Family Dwelling: NFPA 13D 10 through 40 Residential Occupancies up to 4 Stories: NFPA 13R Contact Ratings: Two sets of S.P.D.T. (Form C) National Fire Alarm Code: NFPA 72 10.0 A @ 125/250 VAC Warranty: 3 years 2.5A@24VDC Overall Dimensions: See figure on back Conduit Entrances: Two openings for'/z" conduit Operating Temperature Range: 320F to 1200F (00C to 490C) MEA Sizes Available: For schedules 10 through 40, ® L N' • •' approved sizes 2" through 8" Rom' APPROVED S srem Sensor 8/9G This document is not intended to be used for installation purposes. A05-180-03 Tamper pproof wrench P/N WFDW) L Factory sat @ 30 sec. To change delay time, rotate dial either direction (see diagram Delay mechanism Replacement PIN A300B-OD) Mounting plate Pipe saddle — Plastic vane Roll paddle opposite of flaw arrow while inserting Saddle gasket 1 Terminal block Replacement P/N A77-01-02) Ground screw provided Electrical conduit entrance 675" dia.) U bolt nut I WFD Slxe Hole Slxe d.Hc` U boll WFD Assembly Diagram WFD Dimensions Top View NOTE: Common and B connections will close when vane Is deflected, i.e.. Switch 1 -'- when water Is flowing. Dual switches n ye permit applications to be combined on a single detector. A: ;e e i • Switch 2 CONTACT RATINGS 125I250 VAC 10 AMPS Strip Gage 24 VDC 2.5 AMPS WFD I e e to nonslleneeable Initial WFD I e e anand-ol•Ilns-re4lrior zone of Ileted FACP CON COAA j CON Typical FACP Connection B to power source local compatible bell with bell Typical Local Bell Connection WFD Field Wiring Diagram Engineer/Architect Specifications: WFD Waterflow Detectors Vane -type waterflow detectors shall be installed on system piping as designated on the drawings and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate nominal size, either a vertical upflow or horizontal run,at least 6" from any fittings which may change water direction, flow rate, or, pipe diameter or no closer than 24" from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 250 psi for 2"-8" pipes. The detector shall respond to waterflow in the specified direction after a preset time delay which is field adjustable. The delay Ordering Information mechanism shall be a sealed mechanical pneumatic unit with visual indication of actuation. The actuation mechanism shall include a polyethylene vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism. Outputs shall consist of dual SPDT switches (form C contacts). Two conduit entrances (one of which is a knockout type) for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. All detectors shall be listed by Underwriters Laboratories for indoor or outdoor use. WFD20 Waterflow Detector, Schedule 10/40, 2" (50 mm) A77-01-02 Replacement Terminal Block for WFD WFD25 Waterflow Detector, Schedule 10/40, 21/2" (65 mm) 546-7000 Cover Tamper Switch Kit for WFD WFD30 Waterflow Detector,. Schedule 10/40, 3" (80 mm) S07-66-02 Replacement Tamper Screws for Cover of WFD WFD35 Waterflow Detector, Schedule 10/40, 31/2" WFDW Replacement Tamper Proof Wrench for Cover of WFD40 Waterflow Detector, Schedule 10/40, 4" (100 mm) WFD WD0 Waterflow Detector, Schedule 10/40, 5" C58-164-01 Replacement Metal Cover WFD60 Waterflow Detector, Schedule 10/40, 6" (150 mm) WFDN4 NEMA4 Gasket Kit WFD80 Waterflow Detector, Schedule 10/40, 8" (200 mm) ULC version designated with 'A" following the model number and A3008-00 Replacement Delay Mechanism for WFD 2"-8" sizes factory installed with cover tamper switch System Sensor Worldwide Distribution In Canada: System Sensor Canada 6581 Kitimat Road, Unit $t7 Mississauga, Ontario Canada L5N 3T5 Telephone: 905-812-0767 Fax: 905-812-0771 In the United Kingdom: System Sensor Europe, Ltd. Horsham Gates III, North St. Horsham, West Sussex RH13 5PJ, United Kingdom Telephone: 44-1403-276500 Fax:44-1403-276501 In India: System Sensor India A-204 Maheshwari Nagar Orkay Mills Lane Andheri East, Mumbai 400093 Telefax: 91-022-8202564 In the Far East: System Sensor Pittway Far East, Ltd. Suite 706, World Shipping Centre 7 Canton Road Tsimshatsui, Kowloon, Hong Kong Telephone: 852-2730-9090 Fact: 852-2736-6580 Page 2 A05-180-03 Mystem Sensor's sprinkler line includes products to monitor air and water pressures on sprinkler systems. Our alarm bells are ideal for use with all of our sprinkler products (waterflow detectors, sl^cnricnry SSM. Alarm Bells Indoor/Outdoor installation Under -dome design Low operating current Polarized (DC only) AC and DC models available FM and UL approved ULC listed for Canadian models switches, and EPS Series pressure switches). EPS Series pressure switches supervise system air pressure in pipes and pressure tanks. They also detect activation of automatic water rnntrnl valvPs- 510-2 EPS Series Pressure Switches Alarm and supervisory models Sensitivity adjustment wheel Bellows actuated Tamper -resistant assembly FM and SSL approved ULC listed for Canadian models SSV120-6 / SSV120-6A 6 120VAC No yWm' 5SV120-8.1 SSV120=8A r. €, r 120VAC 4 ri 1. SSV720-70 / SSV120-10A 70" 120VAC No SSM24-6 /SSM24 6A 6 24VDCxt SSM24-81 SSM24-8A 8" 24VDC Yes EPS 10-1 / EPSA10-1 Alarm Pressure Switch 1 4-10 EP510-2 / EPSA10 2 ,! "Alarm -Pressure Switch 2 4-20 EPS40-1 / EPSA40-1 Supervisory Low Pressure 1 10-100 WFOW Replacement Wrench for EPS Series pressure switches WBB „ Weatherproof 8ackbox F 546-8000 Cover Tamper Switch for EPS 15 Bulletin 136H RIM Ilable Model F1 FR Sprinider Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall HSW 1 Deflector Model F1 FR Recessed Sprinlder Types Recessed Pendent Recessed Horizontal Sidewall. - HSW 1 Deflector Product Description Reliable Models F1 FR and F1 FR Recessed Sprinklers are quick response sprinklers which combine the dura- bility of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1FR and F1FR Recessed automatic sprinklers utilize a 3.Omm frangible glass bulb. These sprinklers have demonstrated response times in labora- tory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR and F1 FR Recessed sprinklers to apply wa- ter to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a pre- cisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. The balance of parts are made of brass, copper and be- ryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter; opening the waterway and allowing the deflector to distribute the discharging water. The temperature rating of the sprinkler is identified by the color of the glass bulb. Model F1 FR Model F1 FR Recessed Quick Response Sprinklers tit;ttr,4 f Sidewall HSW 1 Deflector Recessed Pendent Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, de- flector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Association or the approving authority having jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed. W The Reliable Automatic Sprinider Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model F1 FR Quick Response Upright, Pendent & Conventional Installation Wrench: Model D Sprinkler Wrench r Installation Data: I K" Factor Sprinkler Approval US MetricSprinklerType Height Organizations Standard -Upright (SSU) and Pendent(SSP) Deflectors Marked to Indicate Position 5.62 81.0 2.2" 1,2,3,4,5,6,7,815mm) Standard Orifice with y"NPT (Ry)Thread jZ' (20mm) Large Orifice with /" NPT( R%) Thread 8.0 115.3 2.3" 1,2,3,4,7,8 Small Orifice with y" NPT (Ry) Thread (') 4.24 61.0 2.54" 1,2,8 e" Small Orifice with y" NPT (Ry) Thread (1) 2.82 40.6 2.54" 1,2,8 10mm Orifice XLH with RYee" Thread 4.10 59.1 56.1 mm 4,6,7 Conventional -Install in Upright or Pendent Position 4.10 59.1 56.1 mm10mmOrificeXLHwithReThread 15mm Standard Orifice with Y NPT (RY2)Thread 5.62 81.0 56.1mm 4,6,7 20mm Large Orifice with%"NPT (RY4) Thread 8.0 115.3 58.4mm 4,7 En i Identified by a pintle extending beyond the deflector. Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K" Factor . Sprinkler Height Approval(2) OrganizationsUSMetric Yz" (15mm) Y2" NPT(RY) 5.62 81.0 2.2" (56.1mm) 1,2,3,4,5,7,8 20mm) NPT(R%) 8.0 115.3 2.3" 1,2,3,4,7,8 6" 0) v" NPT 4.24 61.0 2.54" 1,2,8 j"i' Y2"NPT 2.82 40.6 2.54" 1,2,8 10mm A-RY. 4.10 59.1 56.1mm 4.7 Identified by a pintle extending beyond the deflector. 2). Refer to escutcheon data table for approvals and dimensions. roar, cxow G+rNS= SFq,Nn I[A wA[NC" PC53 -- N,r"[Nr Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size K" Factor Sprinkler Height Approval OrganizationsUS. Metric Y2"(15mm) Y2"NPT(RY2) 5.62 81.0 2.2"(56.1mm) 1,2,3,4('),5,6,8 LPC Approval is Pendent only. Model F1 FR Quick Response Horizontal Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Sidewall Sprinkler K" Factor Approval Organizations and Type of Approval US Metric Light Hazard Ordinary Hazard Nominal Orifice Thread Size Sprinkler Length y" Y. NPT 5.62 81.0 2.63" 1,2,3,5,8 1,2,5,8 Sprinklers Upright (') z ' ;,Jz - NOTE: UL and ULC Listing permits use with F1 or F2 recessed esctucheons. 2. Reliable... For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Deluge valves Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retard chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Detector check valves Check valves Supertrol electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual ResearchCorporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. , Products manufactured and distributed by Reliable have been protecting life and property for over 70 years, and are installed and serviced by the most highly qualified andreputablesprinklercontractorslocatedthroughouttheUnitedStates, Canada and foreign countries. Manufactured by 0 The Reliable Automatic Sprinkler Co., Inc. 800)431-1588 Sales Offices 800)848-6051 Sales Fax 914)668-3470 Corporate Offices httpltwww.reliablesprinkler.com Internet Address Recycled Paper Revision lines indicate updated or new data EG. Printed in U.S.A. 6/98 P/N9999970D27 Model F1 FR & F1 FR Recessed Quick Response Sprinklers Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed. The Model F1FR Recessed Quick Response Sprin- klers are to be installed as shown. The Model F1 or F2 Es- cutcheons illustrated are the only recessed escutcheons to be used with the Model F1FR Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model F1 FR Sprinklers use the Model D Sprinkler Wrench. When installing Model F1FR Re- cessed Sidewall Sprinklers use the Model GFR1 Sprin- kler Wrench. Use the Model RC1 Wrench for installing F1 FR Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. Maintenance The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be main- tained to allow quick replacement of damaged or oper- ated sprinklers. Approval Organizations 1. Underwriters Laboratories, Inc: 2. Underwriters' Laboratories of Canada 3. Factory Mutual Research Corporation 4. Loss Prevention Council 5: NYC BS&A No. 587-75-SA 6. Meets MIL-S-901C and MIL -STD 167-1 7. Verband der Schadenversicherer 8. NYC MEA 258-93-E ULI Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler. ULI Guide Number VNIV Temperature Ratings Classification Sprinlder Tern rature Bulb Color oC of Ordinary 57 135 Orange Ordinary 68 155 Red Intermediate 79 175 Yellow Intermediate 93 200 Green High ( t) 141 286 Blue t' i Not available for recessed sprinklers. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall Vertical Horizontal HSW 1 Recessed Pendent Recessed Horizontal Sidewall HSW1 Si Standard Finishes Sprinkler It (2) Escutcheon Bronze Bronze Chrome Plated Chrome Plated White Polyester Coated White Painted l l Other finishes and colors are available on special order, consult the factory for details. 2) FM Approval is limited to bronze and brass, chrome or black plated finishes only. Escutcheon Data Face of Fitting Escutcheon Approvals Adjustment A" to Ceiling or Model inches) inches) Wall Dimension inches F1 1,2,4 a '%6 F2 1,2,3,4.5,7,8 z 1 6 'X6 Ordering Information Specify 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered the sprinklers and escutcheons are packaged separately. 3. Bulletin 117L Model Fi R 1143b'e Model F1 Recessed Standard Response Sprinklers The Designer.® Model F1 Sprinkler Standard Upright Standard Pendent Extended Coverage Pendent Conventional Vertical Sidewall Horizontal Sidewall HSW 1 Deflector Horizontal Sidewall Extended Coverage EC6 Deflector The Designer® Ik. Model F1 Recessed Sprinkler Recessed Pendent Recessed Extended Coverage Pendent Recessed Extended Coverage Horizontal Sidewall Product Description The Reliable F1 Glass Bulb Sprinkler combines the dura- bility of a standard sprinkler with the attractive low profile of a decorative sprinkler. Whether installed on exposed pip- ing or in an office ceiling, it is functional and attractive. The Horizontal and Vertical Sidewall Sprinklers provide an equally attractive appearance when ceiling piping cannot be used: Beautifully versatile is the description for the Reliable Model F1 Recessed _gesigner glass bulb sprinkler. Re- cessing The Designer enhances its already low profile decorative appearance, and facilitates a rapid and perfect installation. The Model F1 Recessed Designer's escutcheon is highly adjustable. The two piece construction makes field installation a very easy and rapid task. This also allows ceil- ing panels to later be removed without shutting down the fire protection system, thus facilitating maintenance of above ceiling services. The Designer® Automatic Sprinkler utilizes a frangible glass bulb. The glass bulb consists of an accurately con- trolled amount of special fluid hermetically sealed inside of a precisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. At normal temperatures, the glass bulb contains the fluid in both the liquid phase and in the vapor phase. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, openin.9 the waterway and allowing the deflector to distribute the discharging water. The F1 Sprinkler temperature rating is identified by the color of the glass bulb capsule as well as frame color where applicable. T Vertical Sidewall Horizontal Sidewall r v 1 111 Extended Coverage Horizontal Sidewall Extended Coverage Pendent oa, Pendent Conventional Recessed Pendent Recessed Extended Coverage Horizontal Sidewall 03 Recessed Extended Coverage Pendent The Reliable Automatic Sprinkler Co., Inc- 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model F1 Upright, Pendent & Conven nal Sprinklers Installation Wrench: Model D Sprinkler Wrench \ tiastallatinn Data - Sprinkler Type K" Factor Sprinkler Approval US Metric Height Organizations Standard -Upright (SSU) and Pendent (SSP)Deflectors Marked to Indicate Position 5.62 81.0 2.2" 1,2,3,4,5,6,7Y2"(15mm) Standard Orifice with. Y2"NPT (RY2)Thread 2 (20mm) Large Orifice with 3/4" NPT (RY4) Thread(" 8.0 115.3 2.3" 1,2,3,4,7,8 16" Small Orifice with 112" NPT Thread") 4.24 61.0 2.54" 1,2,8 38" Small Orifice with NPT Thread"" " 2.82 40.6 2.54" 1,2,3,8 10mm Orifice XLH with RV Thread 4.10 59.1 56.1mm 4,6,7 Conventional -Install in Upright or Pendent Position 10mm Orifice XLH with Rae "Thread 4.10 59.1 56.1mm 15mm Standard Orifice with NPT (RI/2)Thread 5.62 81.0 56.1mm 4,6,7 20mm Large Orifice with 3/4" NPT (R3/)Thread 8.0 115.3 58.4mm 4 identified by a pintle extending beyond the deflector FM Approval for SSU only, up to 2000F. LPC Approval up to 2860F (141 OC) Model F1 Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K" Factor Sprinkler Height Approval OrganizationsUSMetric Y2" (15mm) 22" NPT (R 22) 5.62 81.0 2.2" (56.1mm) 1,2,3,"'4,5,7 2 "(20mm) Y44" NPT (R%) 8.0 115.3 2.3" (58.4mm) 1,2,3."'4,8 16 ' 22" NPT 4.24 61.0 2.54" 1,2,8 8 ' 22" NPT 2.82 40.6 2.54" 1,2,8 10mm R %" 4.10 59.1 56.1mm 4(').7 Identified by a pintle extending beyond the deflector. When installed directly into a tee the escutcheon adjustment will be reduced. FM Approval Ordinary Hazard - Groups 1 & 2, Wet Systems only. Light Hazard - No Limitations. LPC Approval is XLH, OH I and OH II Occupancies only, 570C thru 930C Ratings. Model F1 Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size K" Factor Sprinkler Height Approval OrganizationsUSMetric Y22" (15mm) z" NPT (RYz) 5.62 81.0 2.2" (56.1mm) 1,2,3,4"',5,6 LPC Approval is pendent only, 570C thru 930C Ratings. Model F1 Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Ins alla i n Data: Nominal Orifice Thread Size K" Factor Sprinkler Length Approval Organizations US Metric Light Ordinary Hazard Hazard Y2" 2" NPT 5.62 81.0 2.63" 1,2,3,5 1,2,5 1 r Upright Pendent 1RAs4qy ,a3i t1, f Upright (') Conventional 1 I/,. HOLE D". s/,6' Du TURN COLUR - - - - - - I + r/Z REDUCER UNTIL rICHf AN(FR 1 wRCRCNCHCH BOSS BOSS F\ rri J/4• ADJUSTWNfn 00 as ItiASo0 IIIIlI'r Ali;=. Note: UL and ULC Listing permits use with F1 escutcheons, light hazard only. 2. - Model F1 Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model D Sprinkler Wrench Approval Type: Extended Coverage Light Hazard Occupancy Installation Data: Use The Data Given Below For The F1 Recessed Extended Coverage Pendent Sprinkler. Model F1 Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model RC1 Sprinkler Wrench Approval Type: Extended Coverage — Light Hazard Occupancy _ Installation Data - Nominal Orifice Thread Size K" Factor Sprinkler Height Approval Organizations Tempperature Ratingus 2" Y44" NPT 8.0 2.2" 1,2,8 135.155 y" y" NPT 5.62 2.2" 1,2,8 135,155 COVERAGE AREA Flow Rate Pressure si Max. Area Width x Length K=8.0 K=5.6GPM) ft.) x (n•) 26 10.6 21.6 16 x 16 33 17.0 34.7 18 x 18 40 25.0 51.0 20 x 20 When installed directly into a tee the escutcheon adjustment will be reduced. d 1/1"HaE Du, r r3/r6' WA. 4 7I " x J/" REDUCER TURN COLUR UNnt n0M rr / 7' REDUCER A NSI sRRINNLER WRENCH Boss I1 4i ro OJ V8 is/r6" 3/4" ADJUSTMENT J/. L 2 27IJ2- DM i Model F1 Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC 6 Glass Bulb: 3mm 1550F Standard, Unless 5mm 1350F is Specified Installation Wrench: Model D Sprinkler Wrench Approval Type: Extended Coverage — Light Hazard Occupancy Installatinn Data- Nominal Orifice Thread Size K" Factor Sprinkler Height Approval Organizations Tem erature Rating ofus 135 (5mm) z" NPT 8.0 2.75" 1,2,8 or 155 (3mm) COVERAGE AREA Flow Max. Area Deflector to Rate Pressure Width x Length Ceiling Dimension GPM) psi) n) x (ft.) Min. (in) — Max. (in) 36 20.3 16x22 4-10 39 23.8 16 x 24 4 — 10 Model F1 Recessed Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC 6 Glass Bulb: 3mm 1550F Only Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Extended Coverage — Light Hazard Occupancy Installation Data- Nominal Orifice Thread Size K" Factor Sprinkler Height Approval Organizations Temperature Rating Fus NPT 8.0 2.75" 1,2,8 155 COVERAGE AREA Flow Max. Area Deflector to Rate Pressure Width x Length Ceiling Dimension GPM) psi) n•) x (n•) Min. (in) — Max. (in) 36 20.3 16x22 4-10 39 23.8 16x24 4-10 To rD" TUVRN SFR,ND COLLAR TIL IOHi xRGINs1 I — — S_ LER —ell. 1 Ross. II 15/16" III 1 RCCOM NENDEDHOLE 1 1 J/r6WALL ' 3/4" <OJUSIUENI When installed directly into a tee the escutcheon adjustment will be reduced. 3. Model F1 & F1 Recessed Sprinklers Application Model F1 sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must be ex- ercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation or the approving authority having jurisdiction. Maintenance The Models F1 and F1 Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluid. Re- move dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick re- placement of damaged or operated sprinklers. Approval Organizations 1. Underwriters' Laboratories Inc 2. Underwriters' Laboratories of Canada 3. Factory Mutual Research Corp. 4. Loss Prevention Council 5. NYC BS&A No. 587-75-SA 6. Pleniere Assemblee 7. Verband der Schad enversicherer 8. NYC MEA 258-93-E ULI Listing Category Sprinklers, Automatic & Open (VNIV) Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type Specify Bulb Size when ordering Model F1 EC HSW Sprinkler. 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Finish (where applicable) Installation Model F1 sprinklers are standard response sprinklers intended for installation as specified in NFPA 13. They must also be installed with the Model D Sprinkler Wrench specifically designed by Reliable for use with these sprin- klers. The Model F1 Recessed Sprinklers are to be installed with a maximum recess of 3nch. The Model G/F1 Es- cutcheon illustrated is the only recessed escutcheon to be used with the Model F1 Pendent and EC Sprinklers. The use of any other recessed escutcheon will void all ap- provals and negate all warranties. When installing Model F1 Recessed Pendent and EC Pendent Sprinklers use the Model RC1 Sprinkler Wrench. When installing Model F1 Recessed EC HSW Sprinklers use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Temperature Ratings Classification Sprinkler Temperature Bulb Color oC F Ordinary 57 135 Orange Ordinary 68 155 Red Intermediate 79 175 Yellow Intermediate 93 200 Green High "' 141 286 Blue Extra High "' 182 360 Mauve Not Available For F1 Recessed. Standard Finishes(5) Sprinkler Escutcheon Bronze Bronze Bright Brass Plated tat Bright Brass Plated Chrome Plated Chrome Plated White Polyester Coated t2x1t White Painted"' Black Plated Black Plated Lead Plated tot Wax Coated t°t Wax Over Lead t°t UL and ULC Listed, and LPC and NYC Approved Only. 200oF Maximum. 155OF To 200oF Ratings Only. 5' Other colors are available on special order. Consult factory for details. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Re- search Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 70 years, and are installed and serviced by the most highly qualified andreputablesprinklercontractorslocatedthroughouttheUnitedStates, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. eliable 800) 431-1588 Sales x800) 848 Fa051SalesFax 914) 668-3470 Corporate Offices Revision lines indicate updated or new data. http:Nwww.reliablesprinkler.com Internet Address EG printed in U.S.A. 6/98 PM 9999970011 Fire Protection by Computer Design Staley Consulting Inc. 19 East Broadway Street Oviedo Florida 32765 407-977-1220 Job Name KEYES COURT WAREHOUSE Building NEW CONSTRUCTION Location SANFORD, FL System Z Contract Data File M:\CALCS\KEYES-2.WXF PLANS REVIEWED CITY OF SANFORD 4 t Staley Consulting Inc. Page 1 KEYES COURT WAREHOUSE Date 07/28/03 Hydraulic Design Information Sheet Name - KEYES COURT WAREHOUSE Date - 07/28/03 Location - SANFORD, FL Building - System No. - 1 Contractor - Contract No. - Calculated By - W. LEVANDER Drawing No. - SHEET 1 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - 17' Occupancy - RETAIL S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling .20/1500sq.ft. Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .20 (X) Wet Make RELIABLE D Area Per Sprinkler - 124 ( ) Dry Model Fl E Elevation at Highest Outlet - 17' ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - Press Required - CON Summary. C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7/11/03 Cap. - T Time of Test 12:30PM Rated Cap.- Elev.- E Static Press - 76psi @ Press - R Residual Press - 39psi Elev. - Well Flow - 1220gpm Proof Flow S Elevation - U P Location — keys court road P SANFORD, FL L Source of Information - CITY OF SANFORD Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: vvatei oupply %..urve ll-•) Staley Consulting Inc. Page 2 KEYES COURT WAREHOUSE Date 07/28/03 City Water Supply: C1 -Static Pressure : 76 PSI C2 - Residual Pressure: 39 PSI C2 - Residual Flow 1220 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) D1 -Elevation 7.181 PSI D2 -System Flow 372.93 GPM D2 -System Pressure 61.051 PSI Hose (Adj City) -GPM Hose (Demand) 250 GPM D3 -System Demand 622.93 GPM Safety Margin 4.279 PSI D2 C2 D1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Staley Consulting Inc. KEYES COURT WAREHOUSE Fitting Legend Ahhrev_ Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Page 3 Date 07/28/03 Fittings Summary Staley Consulting Inc. KEYES COURT WAREHOUSE Page Date 4 07/28/03 Unadjusted Fittings Table I 1/2 3/4 1 1 114 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 g 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 30.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 1 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 d 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3:0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 0 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5,0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 17.0 27.0 29.0 9.0 10.0 12.0 19.0 21.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 47.0 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10,0 11.0 13.0 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 36.0 55.0 45.0 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 10.0 12.0 16.0 19.0 22.0 33.0 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 4.2 5.0 5.0 8.5 10.0 13.0 13.1 31.8 35.8 27.4 21.0 25.0 33.0 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Pressure / Flow Summary - STANDARD Staley Consulting Inc. Page 5 KEYES COURT WAREHOUSE Date 07/28/03 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 21 17.58 5.6 19.61 na 24.8 2 124 7.0 22 17.58 5.6 20.25 na 25.2 2 124 7.0 23 17.58 5.6 22.58 na 26.61 2 124 7.0 24 17.58 5.6 25.94 na 28.52 2 124 7.0 25 17.58 5.6 19.7 na 24.85 2 124 7.0 26 17.58 5.6 20.34 na 25.25 2 124 7.0 27 17.58 5.6 22.68 na 26.67 2 124 7.0 28 17.58 5.6 26.06 na 28.58 2 124 7.0 29 17.58 5.6 20.0 na 25.05 2 124 7.0 30 17.58 5.6 20.65 na 25.45 2 124 7.0 31 17.58 5.6 23.02 na 26.87 2 124 7.0 32 17.58 5.6 26.44 na 28.8 2 124 7.0 33 17.58 5.6 24.86 na 27.92 2 124 7.0 34 17.58 5.6 25.65 na 28.36 2 124 7.0 35 17.58 26.48 na 36 17.58 26.59 na 37 17.58 27.0 na 38 17.58 27.86 na TR 2.0 43.02 na BR 0.0 45.23 na BFP 0.0 55.26 na 250.0 CON 1.0 61.05 na The maximum velocity is 16.6 and it occurs in the pipe between nodes 31 and 37 Final Calculations Standard Staley Consulting Inc. Page 6 KEYES COURT WAREHOUSE Date 07/28/03 Hyd: Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 21 24.80 1.049 12.500 19.612 K Factor = 5.6 to 120 0.0 0.0 22 24.8 0.1938 12.500 2.422 Vel = 22 25.20 1.38 12.500 20.249 K Factor = 5.6 to 120 0.0 0.0 23 50.0 0.1864 12.500 2.330 Vel = 9.206 23 26.61 1.38 1T 6.000 3.500 . 22.580 K Factor = 5.6 to 120 6.000 0.0 35 76.61 0.4105 9.500 3.900 Vel = 10.725 0.0 76.61 26.480 K Factor = 14.89 24 28.52 1.38 1T 6.000 2.250 25.935 K Factor = 5.6 to 120 6.000 0.0 35 28.52 0.0659 8.250 0.544 Vel = 16.433 0.0 28.52 26.479 K Factor = 5.54 25 24.85 1.049 12.500 19.697 K Factor = 5.6 to 120 0.0 0.0 26 24.85 0.1945 12.500 2.431 Vel = 6.118 26 25.26 1.38 12.500 20.336 K Factor = 5.6 to 120 0.0 0.0 27 50.11 0.1872 12.500 2.340 Vet = 9.225 27 26.66 1.38 IT 6.000 3.500 22.676 K Factor = 5.6 to 120 6.000 0.0 36 76.77 0.4121 9.500 3.915 Vel = 10.749 0.0 76.77 26.591 K Factor = 14.89 28 28.58 1.38 1T 6.000 2.250 26.045 K Factor = 5.6 to 120 6.000 0.0 36 28.58 0.0663 8.250 0.547 Vel = 16.467 0.0 28.58 26.592 K Factor = 5.54 29 25.05 1.049 12.500 20.003 K Factor = 5.6 to 120 0.0 0.0 30 25.05 0.1974 12.500 2.467 Vel = 6.130 30 25.44 1.38 12.500 20.652 K Factor = 5.6 to 120 0.0 0.0 31 50.49 0.1898 12.500 2.373 Vel = 9.299 31 26.88 1.38 1T 6.000 3.500 23.025 K Factor = 5.6 to 120 6.000 0.0 37 77.37 0.4181 9.500 3.972 Vel = 10.830 0.0 77.37 26.997 K Factor = 14.89 32 28.80 1.38 1T 6.000 2.250 26.442 K Factor = 5.6 to 120 6.000 0.0 37 28.8 0.0672 8.256 0.554 Vel = 16.596 0.0 28.80 26.996 K Factor = 5.54 Final Calculations - Standard Staley Consulting Inc. Page 7 KEYES COURT WAREHOUSE Date 07/28/03 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 33 27.92 1.38 12.500 24.860 K Factor = 5.6 to 120 0.0 0.0 34 27.92 0.0634 12.500 0.793 Vel = 6.178 34 28.37 1.38 1 T 6.000 3.500 25.653 K Factor = 5.6 to 120 6.000 0.0 38 56.29 0.2321 9.500 2.205 Vel = 5.989 0.0 56.29 27.858 K Factor = 10.66 35 105.13 3.26 10.000 26.480 to 120 0.0 0.0 36 105.13 0.0112 10.000 0.112 Vel = 12.074 36 105.35 3.26 10.000 26.592 to 120 0.0 0.0 37 210.48 0.0405 10.000 0.405 Vel = 4.041 37 106.16 3.26 10.000 26.997 to 120 0.0 0.0 38 316.64 0.0862 10.000 0.862 Vel = 8.090 38 56.29 3.26 31 6.720 52.000 27.858 to 120 20.159 6.748 TR 372.93 0.1166 72.159 8.416 Vel = 12.171 TR 0.0 4.26 1 W 13.562 15.580 43.022 to 120 1 Z 13.167 26.729 0.866 BR 372.93 0.0317 42.309 1.341 Vel = 14.334 BR 0.0 4.24 2E 19.446 102.500 45.229 to 150 38.889 7.000 Fixed loss = 7 BFP 372.93 0.0215 141.389 3.034 Vel = 8.395 BFP 250.00 4.24 1G 3.889 50.000 55.263 Qa = 250 to 150 1 E 19.446 62.223 0.433 CON 622.93 0.0554 1 T 38.891 112.223 6.221 Vel = 8.474 0 622.93 61.051 K Factor = 79.72 s - r tia y c it R CITY OF SANFORD PERMIT APPLICATION Permit # : ^ lagg Date. Job Address: o IC y (U ! 1 ` AN )^D ' L • z % 7 Description of Work: NJ ;-rq LL Historic District: Zoning: Value of Work: $ ^ o Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/(41ann _—_ Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential - Commercial Industrial Total Square )Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) wners Name & Address: 44 leg ly4ge—f/ LT Y"I _ Phone: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: . Adaress: Architect/Engineer: Address: 945-7 Contact Person: State License Number: Phone: Fax: 407.331-2 lG 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 ofthe 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 wate anagement districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID 13. y, v Signature of Contractor/Agent Date t c ntractor/Agent' Name ature of Notary -State of Florida Date FLORENCE A. DE GRAVE k * MY COMMISSION # DO 164280 fP ledfihro 11CdFttrr0-4 n to Me or Eo d rvices 9coduced ID APPLICATION APPROVED BY: BldgT 1 2 Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial.& Date) Special Conditions: 70' Direct Wireless 130 Keyes Court Sanford, FL 32773 P P- ADAEC Syste r_s. /nc/nc. P.O. Sox 300558 Fern Park, FL 32730 Tel.: (407) 331-2966 FAX: (407) 931-6457 State Certified: #EF0000939 0 Legend: P Fire Alarm Control Panel 4 Remote Annunciator Homistrobe REF: Bldg. Permit # 03.1756 Ci Smoke Detector Fire Sprinkler Tamper Pull Station Fire Sprinkler Water Flow Bell Circuit#18/2 FPLR Wire Initiating Circuits #18/2 FPLR Wire KEYBUS Circuit #18/4 FPLR Fire Dept. Final Insp• Date S 242-ZONE COMMERCIAL FIRE PACKAGE NYC LISTED <FM> MEA Description The XR20OF Command Processor" fire package from DMP provides alarm dealers with the industry's most powerful ad- dressable fire system available. The package is built around the proven XR200 Command ProcessorTm and offers that panel's reputation for reliability and full range of zone expansion, communication, and relay output capabilities. Zone Expansion The XR20OF panel supports 242 fire zones. Each zone is programmable for a variety of fire protection applications. Six Class B powered zones are provided for supervising waterfiow switches, smoke and heat detectors, pull stations, and other fire initiating devices. An additional 28 zones are available on the keypad data bus and up to 200 zones can be added using the 462N, 462P, or 481 Expansion Interface Cards and 711, 711 E, 714, and 715 Zone Expander Modules. Fire Zone Programming You can program zones for fire, fire verify, fire retard, presignal, cross zoning, or fire supervisory. This Flexibility allows you to match individual zone characteristics to the particular needs of any area in the fire installation. Upload/Download Programming You can program the XR200 through any alphanumeric key- pad or remotely using the DMP Remote LinkT"° program. Remote Link"m also allows you to retrieve the panel's pro- gram and memory log at any time. Communication The XR200 panel's communication features include stan- dard digital dialer, UL AA multiplex, Modem Ile, and Con- tact ID reporting to one or two UL listed receivers. Industry's onlydigital communication format The XR20OF panel uses the IBM° SDLC format to send alarm and system reports to the central station in superfast digital data. Typical on-line times are under six seconds, com- pared to over 30 seconds with other formats. Dual Reporting You can send reports to one or two DMP SCS-1 Receivers and use either receiver as a backup for when the other can- not be contacted. Upgradable Access Control The 485 Access Control Expansion Card increases memory capacity to 1000 users, 1200 events and 16 door access locations. Access control features include Holiday Sched- ules, Anti-Passback operation and Shift Schedules. 200 Addressable Notification Circuits The XR20OF panel supports up to 200 of the DMP 867 Ad- dressable Style W Notification Circuit Modules for complete individual annunciation of protected areas. Each 867 can be set to a unique Supervisory address and Bell Relay ad- dress for zoned annunciation. The 867 can switch up to 5 Amps of Steady, Pulsed, Temporal, or Calif. Schools alarm power using an auxiliary power supply supervised by the 867 module. System Features Up to 234 zones suitable for 2-wire smoke detectors Eight additional waterflow supervision zones using four Model 869 Dual Style D Initiating Modules Individual zone programming for fire, fire verification, fire retard, presignal, cross zoning, and fire supervisory Up to 200 individually supervised notification circuits Up to 242 graphic annunciator outputs Up to 202 programmable Form C relays 200 user codes with nine authority levels Multiple 865, 866, or 867 LX-BusM Notification Modules for zoned annunciation of alarms Large red enclosure holds up to three 7.0 Ah batteries and wire -in transformer Plain English system test by user Plain English User Menu of system functions Type 1 and Type 2 central station reporting Dual line digital dialer with supplementary data network reporting to DMP SCS-1 Security Receiver Alternate reporting to two UL listed SCS-1 Receivers Pager Direct TM^ alphanumeric and numeric paging Secure-ComTM Cellular reporting with Cell-MiserTm Contact ID and Modem Ile reporting to non-DMP receivers Serviceman's Passcode restricts system access to authorized persons only with central station verification No external programmer required Internal Programmer accessible from any keypad Cross zoning between any zones to reduce false alarms Swinger bypass option on all zones Eight supervised keypad addresses with 32 zones 4-wire keypad and zone expander bus wiring Codeless system reset using optional proximity reader 200 event history can be viewed from keypad, printed, or retrieved remotely using DMP Remote LinkT° 1.5 Amps alarm bell output 1 Amp auxiliary output Inherent power limited circuits Automatic or deferred test reports Mg 2500 N. Partnership Boulevard Springfield, MO 65803 www.dmpnetcom Digital Monitoring Products LT-0353 (3/01) Is 242-ZONE COMMERCIAL xvFIREPACKAGENYC LISTS <F M MEA Description The XR20OF Command Processor" fire package from DMP provides alarm dealers with the industry's most powerful ad- dressable fire system available. The package is built around the proven XR200 Command Processor"" and offers that panel's reputation for reliability and full range of zone expansion, communication, and relay output capabilities. Zone Expansion The XR20OF panel supports 242 fire zones. Each zone is programmable for a variety of fire protection applications. Six Class B powered zones are provided for supervising waterflow switches, smoke and heat detectors, pull stations, and other fire initiating devices. An additional 28 zones are available on the keypad data bus and up to 200 zones can be added using the 462N, 462P, or 481 Expansion Interface Cards and 711, 711 E, 714. and 715 Zone Expander Modules. Fire Zone Programming You can program zones for fire, fire verify, fire retard, presignal, cross zoning, or fire supervisory. This flexibility allows you to match individual zone characteristics to the particular needs of any area in the fire installation. Upload/Download Programming You can program the XR200 through any alphanumeric key- pad or remotely using the DMP Remote LinkTm program. Remote LinkTm also allows you to retrieve the panel's pro- gram and memory log at any time. Communication The XR200 panel's communication features include stan- dard digital dialer, UL AA multiplex, Modem Ile, and Con- tact ID reporting to one or two UL listed receivers. Industry's only digital communication format The XR20OF panel uses the IBMe SDLC format to send alarm and system reports to the central station in superfast digital data.Typical on-line times are under six seconds, com- pared to over 30 seconds with other formats. Dual Reporting You can send reports to one or two DMP SCS-1 Receivers and use either receiver as a backup for when the other can- not be contacted. Upgradable Access Control The 485 Access Control Expansion Card increases memory capacity to 1000 users, 1200 events and 16 door access locations. Access control features include Holiday Sched- ules, Anti-Passback operation and Shift Schedules. 200 Addressable Notification Circuits The XR20OF panel supports up to 200 of the DMP 867 Ad- dressable Style W Notification Circuit Modules for complete individual annunciation of protected areas. Each 867 can be set to a unique Supervisory address and Bell Relay ad- dress for zoned annunciation. The 867 can switch up to 5 Amps of Steady, Pulsed, Temporal, or Calif. Schools alarm power using an auxiliary power supply supervised by the 867 module. System Features Up to 234 zones suitable for 2-wire smoke detectors Eight additional waterflow supervision zones using four Model 869 Dual Style D Initiating Modules Individual zone programming for fire, fire verification, fire retard, presignal, cross zoning, and fire supervisory Up to 200 individually supervised notification circuits Up to 242 graphic annunciator outputs Up to 202 programmable Form C relays 200 user codes with nine authority levels Multiple 865, 866, or 867 LX-Bus"'' Notification Modules for zoned annunciation of alarms Large red enclosure holds up to three 7.0 Ah batteries and wire -in transformer Plain English system test by user Plain English User Menu of system functions Type 1 and Type 2 central station reporting Dual line digital dialer with supplementary data network reporting to DMP SCS-1 Security Receiver Alternate reporting to two UL listed SCS-1 Receivers Pager Direct"" alphanumeric and numeric paging Secure-Com"" Cellular reporting with Cell-Miser"m Contact ID and Modem Ile reporting to non-DMP receivers Serviceman's Passcode restricts system access to authorized persons only with central station verification No external programmer required Internal Programmer accessible from any keypad Cross zoning between any zones to reduce false alarms Swinger bypass option on all zones Eight supervised keypad addresses with 32 zones 4-wire keypad and zone expander bus wiring Codeless system reset using optional proximity reader 200 event history can be viewed from keypad, printed, or retrieved remotely using DMP Remote LinkTm 1.5 Amps alarm bell output 1 Amp auxiliary output Inherent power limited circuits Automatic or deferred test reports 2500 N. Partnership Boulevard Springfield. MO 65803 www.drnpnet.com Di gita I Monitoring Products LT-0353 (3/01) PRODUCT SPECIFICATION 690 and 790 Security Command'M Kevpads7 32-CHARACTER WITH PANIC KEYS Description The 690 and 790 Security Command LCD Keypads from DMP offer high quality, cost effective security and fire system controls with an easy to use, Point and Press"m keypad interface. The 32-character LCD readout with full text displays of system events and menu prompts, combined with large backlit function keys, make the 690 and 790 keypads the industry's easiest to use. The keypad's unique Point and Press feature works by displaying options to the user in plain English and allowing them to press the key under their choice. Each keypad provides a large backlit alphanumeric keyboard and integral multi -tone speaker. Users can perform all system functions from the keypads such as arming, disarming, bypassing zones, and silencing alarms as well as choosing any of the User Menu options such as System Test, Add - Delete -Change User Codes, Schedules, Outputs On Off, and other authority level regulated functions. The 790 Security Command Keypad also provides four Class B protection zones for use in a variety of burglary and fire applications. Red Backlighting in Alarm The 690 and 790 keypads additionally offer one of the most — — unique features found on any c s URITY keypad. During an alarm A RM: IRE condition on the system, the 0 0 keyboard backlighting on the 790 O O O F. -I turns a bright Red. This change Gn En En Q d En En Q in color from the normal Green backlighting helps persons on - site to instantly recognize an alarm condition. Built-in Biagnostics Both keypads also contain an internal diagnostics program that lets installers and service technicians test the operation of the keypad at any time without disabling the system. The diagnostics program tests the keypad's prewarn tone, LCD segments and backlighting, each of the keyboard's 16 keys, and the four protection zones on the 790 keypad. Supervised and Unsupervised Operation You can program either keypad forsu pervised or unsupervised operation on the keypad data bus. When supervised, the keypad occupies its own address. Unsupervised operation allows you to install multiple keypads on the bus with the same address. This feature greatly increases the overall number of keypads you can install to provide maximum flexibility in operating the system. Features 32 character, Liquid Crystal Display (LCD) panel Large, backlit Elastomer keyboard Custom 16-character home or business name Simple harness connection to 4-wire keypad bus Compatible with all DMP panels Suitable for fire and burglary applications Unsupervised mode for multiple keypads per address 790 keypads provide four Class B zones Each zone individually programmable Connect door contacts directly to keypad zones Keyboard turns Red in alarm conditions View system events/user activity through keypad System events shown in plain English Attractive keypad housing available in several colors Optional keypad deskstand for portability AC power LED and Armed LED Built-in diagnostics for easy service Built-in prewarntone User adjustable brightness, tone, and volume controls Distinct Fire, Burglary, zone monitor, and prewarn tones Ambush code and Panic signal Displays time of day, armed zones, and armed areas Powered from panel or auxiliary power supply Optional backboxes for conduit or wall mount applications Approvals NYC U FM MEA YPROY® 2500 N. Partnership Boulevard Springfield, MO 65803 www.dmpnet.com glgfl9lmonitoring Products T-,- 2SF,rrn,1 Y-IMn Poole Kw The 690 and 790 Security Command Keypads allow the top row of keys to be used as 2-button Panic keys. This feature lets the user press and hold two of the keys simultaneously to send either a Panic, non -medical Emergency, or Fire reportto the central station. The installer or service technician can enable all three Panic keys or anyone ortwo individually. Top row Select keys Label shows icons only. Panic Emergency Fire Panic key label placement An adhesive label is provided with the keypads to identify the Panic keys to the user. tlser Memel Users can access all of the functions necessary to operate and maintain their system right from the keypad User Menu. From Alarm Silence and Reset Sensors to Display Events, any function allowed by th a user's assigned authority level can be easily accessed through the keypad. The User Menu is restricted so that a valid user code is required before access is granted to any of the functions. This protection allows you to install the keypad in even high traffic public areas without danger of unauthorized access. Feor Ali Oml PreteWm Zem To save you the expense and potential service problems inherent in "home -running" your security devices to the panel, the 790 Security Command Keypad provides four fully programmable Class B protection zones you can use for a variety of burglary and fire applications. The zones can be programmed with any of the panel's available zone types such as Night, Fire, Fire Supervisory, Panic, Exit, and Emergency. You can connect such devices to the zones as PIRs, door and window contacts, pull stations, sprinkler tamper switches, and silent panic buttons. The flexibility ofthisdesign allows you to plan the installation in a way that affords the best coverage possible while eliminating potential problems associated with multiple wire runs. Multiple Security Command keypads can also be installed on the same wire run to increase the cost savings of each installation. oetreet o v eldstbn of sVS" Designed to allow easy retrofitting, the Security Command keypads are compatible with all existing DMP panels and wiring and require no special modules or panel upgrades. You can provide a new look and greater functionality to an existing system at just a fraction of the cost for all new equipment. tlser selectable 1111111111011110 Each keypad providesa simple User Options menu through which users can change the display and speaker characteristics of the keypad. Simply holding the COMMAND and ARROW keys down for two seconds causes the keypad to display SET BRIGHTNESS. Once in the menu, the user can adjust the following options using the top row of keys on the keypad. LCD Brightness - There are eight brightness levels that affect the LCD and keyboard backlighting and the AC LED. A ninth level allows the backlighting to be turned completely off to eliminate any distraction. During alarm and prewarn conditions, the backlighting reverts to its normal setting until the condition is removed. Tone Adjustment - There are eight tones the user can adjust. The lowest is a 1250 Hz tone and the highest is a 2500 Hz tone. Volume Level - There are eight volume adjustments the user can make to fit the needs of any environment. Aiilt mi Kelpai FuNres The 690 and 790 Security Command Keypads also provide distinct sound patterns for Burglary, Fire, Zone Monitor, and Prewarn that can help users identify an event occurring on their system. Below is a list of these tones: Burglary Alert -A standard burglarysiren alertat maximum volume. Fire Alert - A standard oscillating fire alert at maximum volume that toggles 1 second on and 1 second off. Door Monitor Tone - A single door bell type tone with a 1 second high and 1 second low duration. Prewam Tone - A distinct prewarn cadence. Kenai Meilels and COW Ust 690 Security Command Keypad with 32-character LCD English display, 2-button Panic keys, speaker, and built-in user and installer options. 790 All the features of the 690 plus an additional four programmable Class B protection zones. Colors Both keypads are available in White (51), Ivory 52), Black (61), and Red (81) housings. Knimill Aeees ilm 695 1-1/ 2" deep metal backbox with 3 dual size knockouts (1/2" by 3/4") for conduit connection. Available in Ivory or Black. 696 1/2" deep metal backbox. Available in Ivory or Black. 699 1 Smoked plexiglass deskstand. Comes with mounting hardware and keypad harness. Digital Meaitorlou hoduca 2500 N. Partnership Boulevard Springfield, MO 65803 800-641-4282 XR200 Control Panel Qty 1 X 80 mA 80 mA Qty 1 X 80 mA 80 mA Relay Outputs 1-2 (ON) City 1 X 30 mA 30 mA City X 30 mA 0 mA Voltage Outputs 3-10 (ON) City X 5 mA 0 mA Qty 0 X 5 mA 0 mA Active Zones 1-8 Qty X 16 mA 0 mA Qty 0 X 2 mA 0 mA Active Zones 9-10 Qty X 4 mA 0 mA Qty 0 X 30 mA 0 mA 2-Wire Smokes Qty 1 X 0.1 mA 0.1 mA Qty 1 X 0.1 mA 0.1 mA Panel Bell Output 1500 mA 175 mA 893/893A Dual Phone Line Module Qty 1 X 12 mA 12 mA Qty 1 X 50 mA 50 mA 460 Interface Adaptor Card City X 7 mA 0 mA Qty 0 X 7 mA 0 mA 462N Network Interface Card Qty X 50 mA 0 mA Qty 0 X 50 mA 0 mA 462P Printer Interface Card City X 50 mA 0 mA Qty 0 X 50 mA 0 mA 472 Inovonics 900MHz Interface Card Qty X 85 mA 0 mA Qty 0 X 85 mA 0 mA 481 Expansion Interface Card Qty X 15 mA 0 mA Qty 0 X 15 mA 0 mA 485 Access Control Interface Qty X 45 mA 0 mA Qty 0 X 45 mA 0 mA 865 Style Y or Z Notification Module City X 26 mA 0 mA Qty 0 X 85 mA 0 mA 866 Style W Notification Module Qty 1 X 45 mA 45 mA Qty 1 X 75 mA 75 mA 867 LX-Bus Style W Notification Module City X 30 mA 0 mA Qty 0 X 85 mA 0 mA 630F, 690, 690F, 790, 790F, 791, 793 Qty 1 X 100 mA 100 mA Qty 1 X 100 mA 100 mA Active Zones (EOL installed) Qty X 1.6 mA 0 mA Qty 0 X 2 mA 0 mA 770, 771 Keypads City X 100 mA 0 mA Qty 0 X 100 mA 0 mA Annunciator (ON) Qty 0 X 20 mA 0 mA Active Zones (EOL installed) City X 1.6 mA 0 mA Qty 0 X 2 mA 0 mA ePAD Virtual Keypad Qty X 80 mA 0 mA Qty 0 X 80 mA 0 mA 733 Wiegand Interface Qty X 30 mA 0 mA Qty 0 X 30 mA 0 mA Annunciator (ON) City 0 X 20 mA 0 mA Active Zones (EOL installed) City X 1.6 mA 0 mA Qty 0 X 2 mA 0 mA 736P Radionics Popit Interface City X 25 mA 0 mA Qty 0 X 25 mA 0 mA Radionics Popex, Octopopit, Popits Qty X 0 mA Qty 0 X mA 0 mA 738A Ademco Wireless Interface Qty mA X 75 mA 0 mA Qty 0 X 75 mA 0 mA w/Receiver 740/741/743 SC Keypads City X 50 mA 0 mA Qty 0 X 100 mA 0 mA Active Zones (EOL installed) Oty X 16 mA 0 mA Qty 0 X 2 mA 0 mA Annunciator (ON) y Qty 0 X 20 mA 0 mA 708 Bus Extended Modules Qty X 20 mA 0 mA Qty 0 X 20 mA 0 mA 710 Bus Splitter/Repeater Qty X 30 mA 0 mA Qty 0 X 30 mA 0 mA 71OF Bus Extender Qty X 30 mA 0 mA Qty 0 X 30 mA 0 mA 711, 711E, or 714 Zone Expander Qty X 7 mA 0 mA Qty 0 X 7 mA 0 mA Active Zones (EOL installed) Qty X 1,6 mA 0 mA Qty 0 X 2 mA 0 mA 714-8 or 714-16 Zone Expander Qty X 20 mA 0 mA Qty 0 X 20 mA 0 mA Active Zones (EOL installed) Qty X 1.6 mA 0 mA Qty 0 X 2 mA 0 mA 715 Zone Expander Qty X 7 mA 0 mA Qty 0 X 7 mA 0 mA Active Zones (EOL installed) Qty X 4 mA 0 mA Qty 0 X 30 mA 0 mA 2-Wire Smokes Qty X 0.1 mA 0 mA Qty 0 X 0.1 mA 0 mA 715-8 or 715-16 Zone Expander Qty X 20 mA 0 mA Qty 0 X 20 mA 0 mA Active Zones (EOL installed) Qty X 4 mA 0 mA Qty 0 X 30 mA 0 mA 2-Wire Smokes Qty X 0.1 mA 0 mA Qty 0 X 01 mA 0 mA 716 Output Expander Qty X 7 mA 0 mA Qty 0 X 7 mA 0 mA Active Form C Relays Qty 0 X 28 mA 0 mA 717 Graphic Annunciator Qty X 10 mA 0 mA Qty 0 X 10 mA 0 mA Annunciator Outputs Qty 0 X 1 mA 0 mA 521LX and LXT Smoke Detectors Qty X 8.8 mA 0 mA Qty 0 X 28 mA 0 mA FA400-DMP Remote Receiver Qty X 40 mA 0 mA Qty 0 X 40 mA 0 mA FA426 16-Point Receiver Qty X 47 mA 0 mA Qty 0 X 47 mA 0 mA iCOM Internet Alarm Router Qty X 78.1 mA 0 mA Qty 0 X 781 mA 0 mA Aux. Powered Devices on Terminals 7 and 11 mA mA Other than keypads and LX-Bus modules) mA F4TIi Start Over MA E. S L P R O D U C T I N FORMATION B U L L E T 1 N CleanMeTm remote maintenance reporting reduces false alarms Smart dual fixed/rate of rise heats work with photo chamber to catch fires faster Built-in drift compensation reduces false alarms Field replaceable optical chamber makes servicing a snap Small, low profile design blends in with any environment CleanMe m f- CO M PAT IALE For a current list of CleanMe compatible control panels, go to www.sentrol.com/products/esi and click on the CleanMe logo. 521 SERIES Low Profile, Self -Diagnostic, Two - Wire, Photoelectric Smoke Detector with CleanMeTM UL Model numbers: 52113, 521BXT, 521CRXT ULC Model numbers: 52813, 528BXT UL 6LC i, California State Fire Marshal Approved LISTED The ESL 521 Series self -diagnostic, two -wire smoke detectors are the industry's first conventional direct -wire smoke detectors with analog features such as remote maintenance/trouble reporting (CleanMeTm drift compensation, and multi -criteria detection. The 521 Series continually monitor their own sensi- tivity and operational status, and provide a visual and remote trouble condition if they drift out of the sensitiv- ity range or fail internal diagnostics. This meets NFPA 72 field sensitivity testing requirements without the need for external meters. The 521 has a unique feature enabling it to send a signal (CleanMe) to the ESL 505 module (sold separately) when it has drifted outside of its UL Listed sensitivity range or has failed its internal diagnostics test. The 505 is an interface module that will signal any panel via relays when the 521 is dirty. Several control panels have the CleanMe software built in, eliminating the need for the 505 module. When CleanMe is not desired, simply leave the switch on the 521 off and it will work as a normal two wire detector. CleanMe allows the installer time to schedule a service call and avoid a false alarm. Time between cleaning detectors is dramatically increased because of the 521's built-in drift compensa- tion. This feature, usually only available in analog systems, allows the detector to automatically adjust its sensitivity over time as it becomes dirty, increasing dust I ife. And when the 521 has told you that cleaning is necessary, it's literally a snap with ESL's patented field replaceable optical chamber. continued 521 Series ESL Photoelectric Smoke Detectors The multi -criteria model 521XT photoelectric smoke detector/fixed rate of rise heat detector includes fast response algorithms for a quick response to both flaming and smoldering fires. Fast response algorithms allow the heat detectors to work intelligently together with the photo- electric smoke detector. As soon as the heat sensor detects a rapid rise in temperature, the sensitivity of the photoelec- tric sensor increases allowing it to detect smaller particles of combustion faster. Architectural and Engineering Specifications The ESL 521 Series photoelectric smoke detector is a low - profile, self -diagnostic , two -wire detector that monitors its own sensitivity and operational status. This detector meets NFPA 72 field sensitivity requirements without the need for external meters. Built-in drift compensation automatically adjusts the sensitivity as the detector gets dirty. Normal sensing occurs every 9 seconds. This rate doubles when a signal exceeding the alarm threshold value is sensed. Two additional successive signals above the threshold level will initiate an alarm. See installation instructions for information about correct installation and maintenance. The proprietary optical sensing chamber is field replaceable, allowing quick and easy cleaning and maintenance. Dimensions: } 2" (5cm)! r ) 5" (12c Specifications: Product Data Voltage ..... Dip switch 1 "on" 6.5 - 33 VDC, polarity sensitive Dip switch 1 "off" 8.5 - 33 VDC, polarity sensitive Maximum ripple (pk to pk).................................... 10% (V P) Typical average standby current (24V) ......................... 76pA Typical alarm current (24V) ................ up to 60mA max, if not limited by control panel Alarm Contacts .........................500mA @ 36 VDC (resistive) Aux. Relay contacts ............ 2A @ 30 VDC, 1 A @ 120 VAC Sensitivity — photoelectric .................. 3.1 % + 0.50 - 1.00% Operating temperature ............... 32°F to 100°F (0' to 37°C) Operating humidity range ............ 0 to 95% Non -condensing RFI Immunity ......................... 20 V/m minimum; 0-1000MHz Color .................................................... White head and base Field wiring size ................................................... 12-24 AWG Detector packaging ............................10 detectors per carton Heat detector specifications Rate of rise — 15°F/min and > 105°F (8.3'C/min and > 40.6°C) Fixed — 135°F (57°C) UL two -wire compatibility identifier.... Dip switch 1 "on" S09A Dip switch 1 "off'S10A, S11A Drift compensation adjustment 1.0%/ft. max Detector head dimensions ...................... 5" (12 cm) diameter 2" (5 cm) height Mounting dimensions ..................... 4.75" (12.5 cm) diameter; 0.3" (0.8 cm) height Reset time.................................................1 second minimum Listings........................................................ UL, ULC, CSFM Model No. Description 521 B 2-wire, photoelectric, 6-24 VDC, UL listed 521 BXT 2-wire, photoelectric, 6-24 VDC, multi -criteria algorithms, fixed/rate of rise heat, UL listed 521 B-10PK 10 pack of 2-wire, photoelectric smoke detectors, 6-24 VDC with CleanMeT1" not individually boxed 521 BXT-10PK 10 pack of 2-wire, photoelectric smoke detectors, 6-24 VDC with fixed/rate of rise smart dual heat and CleanMe not individually boxed 521CRXT 2-wire, photoelectric, 12-24 VDC, aux. relay, multi -criteria algorithms, fixed/rate of rise heat, UL listed 528B 2-wire, photoelectric, 6-24 VDC, ULC listed 528BXT 2-wire, photoelectric, 6-24 VDC, multi -criteria algorithms, fixed/rate of rise heat, ULC listed Accessories 505 Module that interprets the 521's CleanMe signal for panel and can convert 2-wire 521 Series to 4-wire inputs on panel 401 Test magnet in plastic shell for pole mounting SM-200 Smoke! in a Can*' (canned smoke) for functional testing of smoke detectors 211 Replacement optical chambers (set of 10) 1998 Sentrol, Inc. Certain of the items in the Product Information Bulletin are protected under one or more of the following patents: 5,546,074; 5,708,414; 5,798,701; 5,821,666. SENTROL Sentrol reserves the right 12345 SW Leveton Dr., Tualatin, OR 97062 to change specifications without notice. ES Tel.: 503.692.4052 Fax: 503.691.7566 http:!/ www.sentrol com 1999 Sentrol L U.S. & Canada: 800.547.2556 Technical Service: 800.648.7424 A PRODUCT OF SENTROL FaxBack: 1.800.483.2495 E-3753-FLG25K-0399 PRODUCT SPECIFICATION 850 Series Fire Alarm Pull Station Single or Dual Action Notification F M> W 0LISTED Description The DMP 850 Series Fire Alarm Pull Station is a high quality, die-cast metal manual pull station available in either single or dual action configurations with SPST contacts and terminal strip connections. The normally open contact, which closes when the pull station is activated, is rated for 1 Amp @ 30 VDC. The contacts are gold plated to avoid the risk of corrosion. The 850 series has been tested by UL for compliance to the latest requirements of the Americans with Disabilities Act (ADA). Operation The Model 850S Single Action Pull Station is operated by pulling the handle on the front of the station as far down as it will go, at which point, the handle locks into place and is easily visible from up to 50 feet. The handle is reset by opening the station with the supplied key, placing the handle in the normal upright position, and re -locking the station. On the Model 850D Dual Action Pull Station, the push barrotates inward allowing the PULL handle to be grasped in a one handed motion. Plastic breakrods can be used with the 850 series. Mounting Options A varietyof mounting options are available forthe 850 series. Itcan beflush mounted toa standard single gang switch box or surface mounted in twooptional configurations. The Model 850-SB Interior Surface Backbox or the Model 850-WP Weatherproof Backbox both allow conduit connection to the 850 Series Pull Stations. To Fire Alarm Control Panel Screw terminals To next device or EOLR PULL Model 850 Wiring Diagram Features Approvals: UL, FM, and CSFM ADA compliant Die-cast metal construction Single or dual action Reset key (supplied) Gold plated SPST contacts Mounts on standard single gang box Optional surface and weatherproof backboxes available High -gloss red enamel finish Plastic breakrod (provided) Specifications Switch rating 1 Amp @ 30 VDC Pull station dimensions 4.75"H x 3.25"W x 1.1"D Surface mount backbox 4.75"H x 3.25"W x 2.25"D dimensions Red w/ raised white letters, Color white PULL handle w/ raised red letters Ordering Information Model Description 850S Single action pull station 850D Dual action pull station 850-SB Interior surface sheetmetal backbox 850-WP Weatherproof surface die-cast backbox 850-AR Scored plastic breakrods (1dozen) 850Sf711 Single action pull station with addressable module 850D(711 I Dual action pull station with addressable module Note: All models are supplied with one (1) scored acrylic breakrod and one (1) key. 2500 N. Partnership Boulevard Springfield.. MO 65803 www.dmpnet.com Digital Monitoririg Products L7- 0457(12100) 12/24 YDC Audible Notification LISTED NFPA Description DMP's newest Horn/Strobe and Horn Appliances are the Model 823 Horn/Strobe (12 VDC), Model 923 Series Horn/ Strobes (24 VDC), and the Model 803 Horn Appliance 12/24VDC). All area LOW CURRENT design with ZERO INRUSH. The Horn appliance provides a Selectable continuous horn tone or temporal pattern (Code 3) tone when constant voltage from a Fire Alarm Control panel FACP) is applied. Each tone has two settings to choose from. Low current Zero inrush Two selectable tones and dB levels Matching 803 Horn is 12/24 VDC (Selectable) All models (horn only or horn with strobe) may be synchronized when used in conjunction with the 831 or 832 Sync Modules. Additionally, the horn maybe silenced while maintaining strobe activation of the 823 or 923 Series Horn/ Strobe appliances. (Audible will operate only with power applied to both strobe and audible). Wall mount only Non -sync and sync in one (synchronization requires the 831 or 832 Sync Module) Mounts in DMP Model 842 backbox The 823, 923 Series Horn/Strobes and the 803 Horn appliance are designed for maximum performance, reliability and cost-effectiveness while meeting or exceeding the latest requirements of NFPA 72 (National Fire Alarm Code), ANSI 117.1 (American National Standard for Accessible and Usable Building and Facilities) and UL Standard 1971 Standard for Signaling Devices for the Hearing Impaired) and UL 464 (Audible Signaling Appliances). The 823 and 923 Series audible strobe appliances, when properly specified and installed in accordance with NFPA/ANSI standards can provide the Equivalent Facilitation allowed underADAAccessibility Guidelines (ADAAG General Section 2.2) by meeting or exceeding the illumination which results from the ADA specified strobe intensity of 75 candela at 50 feet. This is an illumination of .030 lumens per square foot. Approvals: Underwriters Laboratories UL 1971 and UL 464 Listings, FCC Part 15, and California State Fire Marshal (CSFM) ADA/NFPA/ANSI compliant. Meets OSHA 29 Part 1910.165 The 823 and 923 15/75 candela wall mounted strobe is listed at 15 candela under UL Standard 1971 and meets 75 candela intensity on axis for ADA guidelines. When used with the DMP 831 or 832 Sync Modules, the continuous horn tone produces a synchronized temporal Code 3) tone (mandated by NFPA-721999). This ensures a distinct temporal (Code 3) pattern when 2 or more horns are within hearing distance. If not synchronized, the temporal sound could overlap and not be distinctive. At the same time, the strobes on the circuit maybe synchronized. This provides the ability to comply with ADA recommendations concerning photosensitive epilepsy and meet NFPA requirements when installing 2 or more visual appliances within the field of view. All of this plus the ability to silence the horn is achieved by using only 2 wires. Continuous tone: anechoic 89 or 84dB; reverberant 82 or 76dB@12VDC anechoic 90 or 95dB; reverberant 82 or 88dB@24VDC Temporal Code-3 Tone: anechoic 89 or 84dB; reverberant 76 or 70dB@12VDC anechoic 90 or 95dB; reverberant 75 or 82dB@24VDC Temperature range of 320 F to 120" F (011 C to 491 C) Maximum humidity of 85% RH Three year warranty The 923 Series Horn/Strobe is available in 15, 15/75, 30, 75, and 110cd strobe intensities Ordering Imormtion Model Description Input Voltage Strobe Candela Color 823-81 Horn/Strobe 12 VDC 15/75 Red 823-51 Horn/Strobe 12 VDC 15175 White 923-15W-81 Horn/Strobe 24 VDC 15 Red 923-15W-51 Horn/Strobe 24 VDC 15 White 923-1575W-81 Horn/Strobe 24 VDC 15/75 Red 923-1575W-51 Horn/Strobe 24 VDC 15/75 White 923-30W-81 Horn/Strobe 24 VDC 30 Red 923-30W-51 Horn/Strobe 24 VDC 30 White 923-75W-81 Horn/Strobe 24 VDC 75 Red 923-75W-51 Horn/Strobe 24 VDC 75 White 923-11OW-81 Horn/Strobe 24 VDC 110 Red 923-11OW-51 Horn/Strobe 24 VDC 110 White 803-51 Horn 12/24 VDC White 803-81 Horn 12/24 VDC Red Model Description Input Voltage Average Current Color 831-81 Single Sync 12124 VDC 0141.025 Red 832-81 Dual Sync 12/24 VDC 1 .020/.0381 Red 2641 L Industrial Drive Springfield, MO 65602-6310 600-W-4262 D'9•-f MonKaag u LT-0438 (6100) CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 1 DATE: O PERMIT #: BUSINESS NAME / PROJECT:, t` ADDRESS: 1 3 © l PHONE NO. 1 9C j FAX NO( 70 % CONST. INSP. [ ] C / 0 INSP.:[ ] REINSPECTION [ ] PLANS REVIEW ,e F. A. F.S. [ ] HOOD [ ] PAINT BOOTH [ BURN PERMIT [ ] TENT RMIT , ] K PERMIT [) . OTHER [X, ,(fir,•- / 6C TOTAL FEES: $ 0 (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # Sauare Footage Fees per Bldg. / Unit 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford-,Tlorida. 4 /1 Sanford Fire Prevention Division _ Applicant's SiOature SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI. 32771 / P. O. Box 1788, Sanford, FI. 32772 407302-2520 / FAX (407) 330-5677 " Pager (407) 918-0395 Plans Review Sheet Date: August 20, 2003 Business Address: 130 Keyes Court Occ. Ch. 42 Storage /Business Business Name: Munfield & Associates (Phone store) Ph. ( ) Contractor: Flame Away Fire Protection Ph. (407) 432-0639 ext. FAX (407) Reviewed (] Reviewed with', comment ww [ X ] Rejected I 1 Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Ordinary Hazard Group two (2)= MAXIMUM STORAGE 12' FEET HIGH IN WAREHOUSE Per design criteria (see street file) Comment: Instillation of 94 —(Reliable Heads) 44 - Reliable chrome vend. Recessed heads 155 degrees Y K- factor 5.65 50- Reliable F-R-1 Brass upright fire sprinkler heads Application— Per N.F.P.A. #13-1999 ed, 2-1.1* Ware House area is designed as "Ordinary Hazard Group #2" Tamper switches required on all outside and inside fire sprinkler valves, including all outside valves Backflow Prevention valves Water flow switch required on riser Label fire inspectors test valve No storage in ware house over 12' ft high per design criteria Stencil wall with red paint reading" By Order of the Sanford Fire Department no storage over 12' ft" Place signs on inspectors test reading (Inspectors Test Valve) LAKE MARY BELTWAY COMMERCE PARK SUITE 100 1175 SPRING CENTRE SOUTH BLVD. ALTAMONTE SPRINGS, FL 32714 407-869-8054 407-869-843 5 (FAX) 407-399-5481 (CELL) APRIL 29, 2003 MR. BOB BOTT CITY OF SANFORD-BUILDING DEPARTMENT SANFORD, FLORIDA RE: 130 KEYES COURT, SANFORD, FL.. PLEASE BE ADVISED THAT THE BUILDING TO BE BUILT AT 130 KEYES COURT SHALL BE LOCATED AT LEAST TEN FEET ONE INCH (10'-1 ") FROM THE SOUTH PROPERTY LINE. OWNER: 7BELTWAY ICE PARK RALRTNER i fS ® n Oviorftpap Doors * Dock Equlpmant - SpoC161W9 SeMA9 Florida Sfnce 1978 2026 Apex Court Apopka, FL 32703 407) 65&t289 407) 880.1253 Fax 1-800.22£r3687 11590 Davis Creek Court Jacksonvlffe, FL 32256 904) 260.3020 904) 280-3019 Fax f-800-228.302C 5530 56th Commerce Park gtvo. Tampa. FL 33510 813) 626.5545 813) 626-5141 Fax 1.866-226.3667 www.lbmathowa.aom ROLLUP DOORS -SECTIONAL DOORS* MOTOR OPERATORS COUNTER DOORS - FIRE DOORS -DOCK EQUIPMENT • SLIDING DOORS i—MUM%r1e4.b PROPOSAL Mermfietd & Associates, Inc, Date 4/14/03 1175 Springs Centre South Blvd Proposal No. D-050-04 Suite 100 Project 130 Keyes Court Altamonte Springs, FL 32714 Sanford, FL Attn: John MOnfield 407-869-8054 407-869-8435 — Fax I. Roll -Up Doors MATERIAL: DBCI # 3100, 26 gauge hot dipped galvanized steel curtain with windlocks, pre -painted polyester top coat available in (20) standard colors (white is standard unless otherwise noted), 3" deep, 12 gauge rollformed galvanized steel guides, extruded aluminum footpiece reinforced with 1-%" x 2" steel angle, chain hoist operation, slide bolt locks, 120 mph windload rated. QUANTITY AND SIZE: (1) each 10'-0" wide x 12'-0" high 1) each 12'-0" wide x 14'-0" high BID: Material installed , $ 1,790.00 Quote is per your telephone information. PLEASE ADVISE IF HARD COPY IS REQUIRED VIA STANDARD MAIL* This proposal maybe withdrawn If not accepted within 30 days 1. All electrical wiring, conduit and mounting of controls by others_ 2• All fire doors shall be installed per NFPA#80. 3. Door shalt be welded to continuous Jambs. If it is necessary to bolt, please call for re -quote, ACCEPTANCE OF PROPOSAL AND TERMS AND CONDITIONS PRINTED ON THE REVERSE SIDE OF THIS PROPOSAL. Tam1a; Net 10th of the following month Date Q Not 10 clay% 0 Not 30 days Si nattUre9coo 50% deposit, balance COD 0 Visa, Mastercard, Discover Print (Name is Pending credlt application Q other Title Doug Fisher SEE REVERSES IDE FOR CONDITIONS OF SALE. Rpr.,lG 03 03:15p ORLANDO 407 293 9107 1s Fox Glass Odando, h7c. DATE 3038 John Young Paf*way 411612003 Orlando, Fl 32804 Phoae:800-329-9942 fax:407-293-9107 JOB LOCATION IVAMEIADDRESS POS KEYES 4LANAGMENT Keyes Court Wearhouse 1190 SPRINGS CENTER SOUTH BLVD 120 & 130 Keyes Court ALTAMONTE SPRINGS, FL P.O. NO. Sanford, FL Jack Munfleld DESCRIPTION Fox Glass proposes the folloxaing; New Door and Franfe Furnish and install (1} new pair of bronze storefront doors andframe with side -&es. New hardware consists of J21 new surface mount door closers, standard locl zng mechanisms, new standard push/pull handdes, new threshold and glazed with 114" bronze safety glass. Seal entice job math caulking. Furnish and install (4) four storefrontframes derided vertically into two equal sections and horizontally approximately 24" high, glazed nith 114" bronze safety glass - Opening size: 80 x 88 - $970.00 each Furnish and install (2) storefront frames and glass, same as above. Size: 72 x 88 — 900.00 each Furnish and install (4) bronze storefrontframes glazed with 14" bronze safety glass. Size: 48 x 60 — $440. 00 each Furnish and instal (4) same as above ahvided horizontally, Opening Size: 48 x 88 - $510.00 each New Door and Fraine Furnish and install (1) new bronze single door and frame. New hardware consists of (1} new surface mount door closer, standard locking ntechanism, new standard pushlpull handles, new threshold and glazed i4lh 114" bronze safety glass Seal entire job with caulking. ESTIMATE NO. 15229 TOTAL 2,360.00 3,880.00 1,800.00 1,760.00 2,040.00 1,400.00 SIGNATURE TQTa[„ 513,240.00 Acceptance of proposal: a above prices, specifiea on and conditions are satisfactory and are herby accepted. You are authortztng us to comp the above work as specified. Payment will be made as outlined above. May U1 U3-09:44a From: To. FOX GLASS ORLANDO ORLANDO 407 293 9107 Date: 5110003 Time: 10:30:36 AM Page 1 of 1 p. 1 a 4000 Series 11/4 x 4 Flush glaze system for W glass. Economical and versatile. Screw spline assembly means no exposed fasteners. Same gasket used both sides ofglass. Available from stock in clear anodized, dark bronze anodized, white paint finish. 132 12B 124 120 y 116 112 05 108 104 100 96 rr 15 20 25 30 35 40 45 50 55 60 65 IDW SPAN tb[iMI 30 pof 132 paf +34 prf "36 psf QSOQ Series 1114 x 4Yz Flush glass system for r'Wglass. Economical and versatile. Screw spline assembly means no exposed fasteners. Same gasket used both sides of glass. Available from stock in clear anodized, dark bronze anodized, white pa int finish. 132 120 120 120 116 d 11z 108 104 too 96 20 30 40 50 60 70 80 90 100 U. W SPAN (WIUIH) 30 psf -32 psf +34 psf 13,6 psf SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI. 32771 / P. O. Box 1788, Sanford, FI. 32772 407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: August 20, 2003 Business Address: 130 Keyes Court Occ. Ch. 42 Storage /Business Business Name: Munfield & Associates (Phone store) Ph. ( ) Contractor: Flame Away Fire Protection Ph. (407) 432-0639 ext. FAX (407) Reviewed [ ] 1KCVICWe(1wlttl';eomtllentl' ,XJ( Rejected I 1 Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner ifL Ordinary Hazard Group two (2)= MAXIMUM STORAGE 12' FEET HIGH IN WAREHOUSE Per design criteria (see street file) Comment: Instillation of 94 —(Reliable Heads) 44 - Reliable chrome vend. Recessed heads 155 det-rees '/ K- factor 5.65 50- Reliable F-R-1 Brass upright fire sprinkler heads Application— Per N.F.P.A. #13-1999 ed, 2-1.1 * Ware House area is designed as "Ordinary Hazard Group #2" Tamper switches required on all outside and inside fire sprinkler valves, including all outside valves Backflow Prevention valves Water flow switch required on riser Label fire inspectors test valve No storage in ware house over 12' ft high per design criteria Stencil wall with red paint reading" By Order of the Sanford Fire Department no storage over 12' ft" Place signs on inspectors test reading (Inspectors Test Valve)