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Home My WebLink About1901 W 18 St (2)cely MY OF SANFORD PERYHT APPLICATION — _02— Permit OZ Permit No.: D 2 t im Date: S�_ .02 3 --OJZ- Job.Address: _ / %o f /N / ?f/) ST Permit Type: 4-' Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler escription of Work: C It Sou 5 ! cV C090q&tZ `F Ear 60,114 / ADy %N q ON S &K /3E�r'Np CAf f W r f Y 0?0"'7 C los,. iN 6fh � u0 ColAPO&T A PEC 1400fn w e/Lq O PECK Additional Information for Electrical & Plumbing Permits Electrical: ;,"Iddition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: /Residential _Commercial — Industrial Total Sq Ftg: Work: $ Type of Construction: Flood Zone: Number of Stories:_L Number of Dwelling Units: Parcel No.: _ �� / 9 ' 3 O -,5- /3 - 0100 - DC> Sb (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: -A)Fs �iejeome :Tp --4- &/6&;A A r9o/ G�JT/PA ST 5.4P-Pof_,0 -, FG 327-7/ Y67) 322-3 Y/ Contractor/Address/Phone: State License Number: Contact Person: cro eY g r d OI.. Phone & Fax Number: Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender:m-o (L7694;e16 Sg'ZOr"e-E-5 Address: 10 0, &2X I (3 C its/ of 2 NnusT2Y 1 CO. 1/7/6-0/0 Architect/Engineer - Phone No.: Address: Fax No.. 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. G" SivWfire of Owner/t Date J ER�+77E 7Joiv65 Print Owner/Agent's Name Date ALZADA WASHINGTON MY COMMISSION 0 CC 795518 EXPIRES: January 4, 2003 Balled TAN Notary Public UnderWT tm Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is A Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: 4,5 Date: -7- l 7 Special Conditions: a,i ;i. ` "CITYY OF SANFORD+BUH;DING'DMSION�, OWNER/BUIIIDEWIFFIDAeYi • � E{y .MJ ,P1 I ';v; CONSTRUCTION,,4�ONTRACCMG, i f Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one-family.or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all. applicable laws, ordinances, building codes, and zoning regulations. I, 4EROM L o A;67S do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. —f -02 er/Builder Sifnature Date olhs. 'J&�O,M �OAI�SPrint Owner/Builder Name �- k'711 /OZ-' !F#!':' Signature of Notaiy-State of Florida Date � �Qb Owner is -• Personally Known to Me or has Produced ID "CS7�7 it ZU S�lZsti� t" Parcel Information Parcel:35-19-30-513-0900-0080 , Property:1901 18TH ST W SANFORD, FL 32771 Owner.JONES JEROME JR & GLORIA A Mailing:1901 W 18TH ST SANFORD, FL 32771 3122 Legal: LEG LOTS 8 9 + 10 BLK 9 PINE LEVEL PS 6 PG 37 30 April 2002 TRY: 2002 TD: S1 DOR: 01 Page 1 of 2 SANFORD SINGLE FAMILY Exemption 00 HOMESTEAD Homestead Year Granted: 1994 SALES ale eedescription Sale Date RB Book RB Pag Sale Amt /l QC U R ORRECTIVE DEED 10/01/1996 03146 0049 51 I 11 U D JUIT CLAIM DEED 07/01/1987 01872 0593 $1 1 1 00 LAND CODEJ Land Rate jAg Ratel Land Area I FrontageD/T Depth Class Value %Adj jOvdj Reason Just Value AF i $90. $0• 0. 100.0q 2 1 123 $8,281 1 1 $8,28 Total: $8,2801 $8,28 Amendment -10 Amendment -10 Prior Year Total Re Appraised % Addtion Total % nd Value 65,98 $8,2 $8,2 ra Features 5 uilding Value $31,55 $32,6 $32,63 ncome Value otal Just Value $37,53 $40,91 28.7 $40,91 28.7 orrect Assd/Admin Value lassified Value end 10 Adjustment -55,761 -58.6 -58. otal Assessed Value $31,771 $32.27 1.5 $32,211-5 SALES ale eedescription Sale Date RB Book RB Pag Sale Amt /l QC U R ORRECTIVE DEED 10/01/1996 03146 0049 51 I 11 U D JUIT CLAIM DEED 07/01/1987 01872 0593 $1 1 1 00 LAND CODEJ Land Rate jAg Ratel Land Area I FrontageD/T Depth Class Value %Adj jOvdj Reason Just Value AF i $90. $0• 0. 100.0q 2 1 123 $8,281 1 1 $8,28 Total: $8,2801 $8,28 Parcel Information Parcel: 35-19.30-513-0900.0080 Bldg Num: 1 Base Built: 1970 Base Eff: 1970 Tax Roll Yr: 1970 Bldg Type:01 SINGLE FAMILY Base Area 1,080 BASE Floor Height Room Fixture 1 0 0 5 30 April 2002 EXTRA FEATURES Page 2 of 2 APPENDAGE Seq Code Actual Adj Ovd TRY 1 OPF 9M 21 1994 2 CPF 22q 1994 STRUCTURAL ELEMENTS CODE Description Points V 0002 ONT FTG A 6 0101 LB AVG 6 0207 ONC BLK 27 0300 ONE 0 0402 ABLEIHIP 10 0503 OMP SHNGL 5 0612 F- CARPET 4 0707 RY WALL 28 0808 C- PKG HT 5 0903 L- AVERAG 5 30 April 2002 EXTRA FEATURES Page 2 of 2 APPENDAGE Seq Code Actual Adj Ovd TRY 1 OPF 9M 21 1994 2 CPF 22q 1994 9 i , G.� ✓q/ - n � t 1 0 4014 - 1 ------------------ y , 7 —-- :. G.J 24 2 C- 2 ib � r El 13 rte{ � � ��._�.�,.• �-� 1-- - i ___ ------ • �,. �o r 14 _ 9 r--✓- e29� a -15 i t l �rT ni 8 t 4 Permit No. State of Florida County of Seminole NOTICE OF CONRAENCENIENT Tax Folio No. The undersigned hereby gives notice that improvement will be made to certain real property, as9d in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of pr erty: (legal description of the property and street address if available) �L £ G L�rt"S 07 t(0 L i{ C) P'i nuc Leve -1 P6: 3-7 1 2. General description of improvement: I' w 2 P o +LT -2, L/ ' X �zD 17 C 3. Owner information a. Name and address S�n�+ o2D F If P wES JCI WOMc ,:Fc /<' "rf97-.'o C/, �Ii b -i b. Interest in property D Lyiyc, c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address Q N5 dN CLERK OF CIRC ,jMINOLE COUNTY. MJUP" b. Phone number Fax number S. Surety ; U 1 2002, a. Name and address �JUL i b. Phone number Fax number i c. Amount of bond 1 6. Lender 1 a. Name and address I b. Phone number Fax number I 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address I ' 8. 9. b. Phone number Fax number I In addition to himself or herself, Owner designates i of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) Sign e owner ' Jc tol-C nLC S4' Sworn to (or affirmed and subscribed before me this —L day ofd. k?VWWmawoysYw�attetfagU� �0 �1,tS •-- . NARYANNE MDR11E" CLERK OF CIRCUIT COURT Personally Known OR Produced Identification SOMMM M LE COUNTY ' Type of Identification Produced QTS20 c4Z459 2 Sy SK 04449 PG 0437 CLERK'S K 2002902157 RECORDED 07/01/E00E 10111105 AN �� .. _ ��"•,, Melissa Ca LING FEEB 6.00 Signature of Notary Public, State of Florida ='�o`ij1YPv ,':Cominbdon # D BY N Noldon 20, Commission Expires: 's=,, �z2005 a' BBoond�T 1 ZiI -i/`QS �''4°��:�``� Adanac Bonding Co.. I= I CITY OF SANFORD MECHANICAL PERMIT APPLICATION) I Permit Number: Date: I The undersigned hereby applies for a permit to install the following equipment: I � I Owner's Name: Address of Job: 0 Mechanical Contractor: Residential ST_ Non -Residential Ant Nature of Work: ti;STM I 1i N "C7 Nc w ADi)1tioa. bN��CTiN -w 0 c,T To ,k T%,ju is TE is N x)e w Rua, fionl I .r c. CID I I I I I Job Valuation: I Application Fee: $10.00 I TOTAL DUE: I By signing this application. I am stating that I am in compliance with City of Sanford Mechanical Code. Applican ignature I Stale License Number I CITY OF SANFORD BUILDING DIVISION OWNER/BUELDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all -work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have.a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or hyo -family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.1.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes; and zoning regulations. �2, , do hereby state that I am qualified and capable of performing the 1, , EkO/1'rc TZt/E� requested construction involved with the permit application filed. I will assume full responsibility as an O%vner/BUilder Contractor, and will personally supervise all work allowed by lacy on the permitted structure. G� QlVnSf�3oZ erBuilderttuure Date Te -k0114 Zr JON S > Print Owner/Builder Name Signa ure of Notary—State of FlAda Date %Y •. ALZADA WASHINGTON MY COMMISSION k CC 795518 w. Owner is � Personally Known to Me or has � EXPIRES: January 2003 :1; 0; i� ,• rJunded Thru Notary Public Underwriters Produced ID .................................... ProjectAddition ..................................... ..................................... Sold To::Jerome Jones ................................... .................. ....................................................................................................................... ............. .................. .................. I ....... ........... A-lodel :Custom ........................................................................................... .......................................................................................................... Ship To :1901 W. 18th St. .......................................................................................... .......................................................................................... ........................................................................................... :...................................... ................. ................................ .... contact :Jerome I•oice:407-322-3418 .................................................... ...... I..................... We Propose to supply the following in accordance with the plans and specifications submitted.• ............... ........... ......... ................... ......... :......... ................................. _......... I ...... .................... .. .......................... I ............ ................... ................ ............TCPitch BCPitclt : Top Chd But. Chd: Brg Sc ` Ovrhng PUSq Loading: Spacing SeatPlts Depth I—* VindSpil': :....................................... . ............ :.. ..... .....I.. ............................... 4/12 : 2/12 2x4 2x4 3.5" 24" pl Shingle : 24" yes 120 :...........................................................................................•--.................................................. . Notes: ...................................................... 'Roo l $614.00* iVore: Roojand Floor Component Prices are ja- E......................................invoicing purposes onh• and mai, nor necessarily be :Floor ;used ij ordering either roVlor floor alone. ............................................................. ................................................... No Option Subtotal $614.00* :........................................................::............................I..................... ............................................................................. ...... yes no:................................. yesElEl:...............................................................................I...... no :................................. El ............................................................................................ yes no :................................. ❑ ❑ ..... ...................................... Custonrer:Please add all selected items Subtotal place alrrounl in 'Subtotal' box. ....................... Terms: C.O.D. (sue below) *Price does not include Sales Tax I Conditions Please examine this proposal as we agree to furnish at the price herein specified only the articles named as described herein. i Orders in progress cannot be changed or cancelled except at the expense of the purchaser. TRUSS BRACIi`!' : '"" Caution "" The builder, building contiactor, licensed erector or erection contractor is advised to obtain and read the entire bookie; "Commentary and Recommendation for Handling, Installing and Bracing Metal Plate Connected Wood Trusses, HIB -91" . from the Truss Plate Institute. It is the responsibility of the contractor to provide all necessary temporary and permanent bracing required. C.O.D. Terms: Truss Engineering will not be started until a 50% Deposit has been received. The Balance due must be received prior to fabrication. Allow 5-10 working days for fabrication. Adams Building Materials will not responsible for any delays in delivery. Cancelled Orders: All applicable expenses, including but not limited to design and engineering charges of approx $15 per design, will be deducted from Deposit. BACKCHARGE POLIC Adams Building Materials, Inc. (ABM) reserves the right to replace or repair trusses as necessary. ABM will not accept backcharges without prior written approval. A written estimate of corrective measures must be recieved and approved by ABM before a credit can be issued. Please pay Invoice when due and include any written authorizations or estimates with your payment. ACCEPTANCE OF PROPOSAL: The above price(s), specifications and conditions are hereby accepted. You are authorized to do the work as specified. I will call to schedule a delivery date. My PO# This proposal is valid for 30 days. Trusses must be delivered within 60 days of date contract is signed or from date of purchase order, __/_ price is subject to review. A signed faxed copy from Customer shall be deemed the original. Jero Jones / Date ams Building Material -OR Date 4.45 .1 379 266.0 4 231 6113102 11:50:05 AM Shaw Ouoteno T131.043 Bid No V7011 Date ;5/17/02 COMPONENT PROPOSAL/ CONTRACT Revised ....................... :6/1.3/02 ...... - ^�H�� • r ^x��•� for a Wood Framed Roof or Floor System Salesman :: ....:..:.:.:.......... :House ....I.................I........ 2443 W. Airport Blvd. Sanford FL 32771 V 407.323.2100 F 407.323.2258 E'stinioior S.I........_. .................................... ProjectAddition ..................................... ..................................... Sold To::Jerome Jones ................................... .................. ....................................................................................................................... ............. .................. .................. I ....... ........... A-lodel :Custom ........................................................................................... .......................................................................................................... Ship To :1901 W. 18th St. .......................................................................................... .......................................................................................... ........................................................................................... :...................................... ................. ................................ .... contact :Jerome I•oice:407-322-3418 .................................................... ...... I..................... We Propose to supply the following in accordance with the plans and specifications submitted.• ............... ........... ......... ................... ......... :......... ................................. _......... I ...... .................... .. .......................... I ............ ................... ................ ............TCPitch BCPitclt : Top Chd But. Chd: Brg Sc ` Ovrhng PUSq Loading: Spacing SeatPlts Depth I—* VindSpil': :....................................... . ............ :.. ..... .....I.. ............................... 4/12 : 2/12 2x4 2x4 3.5" 24" pl Shingle : 24" yes 120 :...........................................................................................•--.................................................. . Notes: ...................................................... 'Roo l $614.00* iVore: Roojand Floor Component Prices are ja- E......................................invoicing purposes onh• and mai, nor necessarily be :Floor ;used ij ordering either roVlor floor alone. ............................................................. ................................................... No Option Subtotal $614.00* :........................................................::............................I..................... ............................................................................. ...... yes no:................................. yesElEl:...............................................................................I...... no :................................. El ............................................................................................ yes no :................................. ❑ ❑ ..... ...................................... Custonrer:Please add all selected items Subtotal place alrrounl in 'Subtotal' box. ....................... Terms: C.O.D. (sue below) *Price does not include Sales Tax I Conditions Please examine this proposal as we agree to furnish at the price herein specified only the articles named as described herein. i Orders in progress cannot be changed or cancelled except at the expense of the purchaser. TRUSS BRACIi`!' : '"" Caution "" The builder, building contiactor, licensed erector or erection contractor is advised to obtain and read the entire bookie; "Commentary and Recommendation for Handling, Installing and Bracing Metal Plate Connected Wood Trusses, HIB -91" . from the Truss Plate Institute. It is the responsibility of the contractor to provide all necessary temporary and permanent bracing required. C.O.D. Terms: Truss Engineering will not be started until a 50% Deposit has been received. The Balance due must be received prior to fabrication. Allow 5-10 working days for fabrication. Adams Building Materials will not responsible for any delays in delivery. Cancelled Orders: All applicable expenses, including but not limited to design and engineering charges of approx $15 per design, will be deducted from Deposit. BACKCHARGE POLIC Adams Building Materials, Inc. (ABM) reserves the right to replace or repair trusses as necessary. ABM will not accept backcharges without prior written approval. A written estimate of corrective measures must be recieved and approved by ABM before a credit can be issued. Please pay Invoice when due and include any written authorizations or estimates with your payment. ACCEPTANCE OF PROPOSAL: The above price(s), specifications and conditions are hereby accepted. You are authorized to do the work as specified. I will call to schedule a delivery date. My PO# This proposal is valid for 30 days. Trusses must be delivered within 60 days of date contract is signed or from date of purchase order, __/_ price is subject to review. A signed faxed copy from Customer shall be deemed the original. Jero Jones / Date ams Building Material -OR Date 4.45 .1 379 266.0 4 231 6113102 11:50:05 AM Shaw • MI HOME PRODUCTS - PRIME ALUMINUM WINDOWS - �: INSTALLATION INSTRUCTIONS FOR "NAIL FIN" PRODUCTS MI Home Products appreciates your recent purchase of a maintenance free prime window, which will not rust, rot, mildew, or warp. This is a quality product that left our factory In good condition — proper handling and installation are just as important as good design and workmanship. ' Please follow these recommendations to allow this product to complete its function. 1. Handle units one at a time in the closed and loci pd position and take care not to scratch frame or glass or to bend the nailing fin. 2. Set unit plumb and square into opening and make sure that there is 3/16" + 1/16" clearance around the frame. Fasten unit into opening in the closed and locked position, making sure that fasteners are screwed in straight in order to avoid twisting or bowing of the frame. Make sure that sill is straight and level. Check operation of unit before any and all fasteners are set. 3. Use # 8 sheet metal or wood screws with a minimum of V penetration into the framing (stud). Place first screws (two at each corner) 3" from end of fin. For positive and negative DPs (design pressures) up to 35, do not exceed 24" spacing of additional screws. For DPs from 35.1 to 50, do not exceed 18". Install load bearing shim adjacent to each anchor. Use shim where space exceeds 1/16". 4. Flash over head and caulk outside perimeter in accordance with code requirements and good installation ®" practices. 5. Fill voids between frame and construction with loose batten type insulation or non -expanding aerosol foam specifically formulated for windows and doors to eliminate drafts. The use of expanding aerosol type insulating foam, which can bow the frame, waives all stated warranties. 6. Remove plaster, mortar, paint and any other debris that may have collected on the unit and make sure that sash/vent tracks and interlocks are also clear. Do not use abrasives, solvents, ammonia, vinegar, alkaline, or acid solutions for clean-up, especially with insulated glass units as their use could cause chemical breakdown of the glass seal. Take care not to scratch glass; scratches severely weaken glass and it could eventually break from thermal expansion and contraction. Clean units with water and mild detergent as you would you automobile. - CAUTION - MI Home Products or its representatives are unable to control and cannot assume responsibility for the selection and placement of their products in a building or structure in a manner required by laws, statutes, and/or building codes. The purchaser is solely responsible for knowledge of and adherence to the same. MI Home Products window products are not provided with safety glazing unless specifically ordered with such. Many laws and codes require safety glazing near doors, bathtubs, and shower enclosures. Also be aware of emergency egress code requirements. Corporate Headquarters: CENTRAL FLORIDA E. 0. A. F. 650 West Market St. Ik • `�' • ; ., ,; Gratz, PA17030 -0370MAUFACTIMR NAM: ,,, j (717) 365-3300 �E 3 11X / A41 fro MASTER FILE # BB74 0SP WINDOW OVER SERIES 7401744 SINGLE HUNG BB7 FRAME 2)• )• 3). MACH. SCREW 3-165) ELD DRILL 1./4" DIA INGLE HUNG HEAD #8-32 X 1 .,/4" FLAT HEAD MACHINE SCREW (99-08-165) #8-32 NUTSERT (99-08-800) 6 PER PACK 6 PER PACK SERIES 740/744 SINGLE HUNG FRAME HEAD CENTRAL FLORIDA B.O.A Fe 4). ATTACH USING #8-32 FLATHEAD MACHINE SCREWS PROVIDED (SEE ABOVE). APPROX. 1 PER FOOT. IF DESIRED BREAK OFF EXCESS #8-32 MACHINE SCREW. 5). INSTALL COMBINED UNITS AS ONE COMPLETE WINDOW. NO TES: • REMOVE NAILING FIN BY SLIDING IT OUT THE END OF THE 05X WINDOW FRAME SILL. • TO CALCULATE OVERALL STACKED HEIGHT - ADD TTT HEIGHT OF SINGLE HUNG TO TTT HEIGHT OF 05X WINDOW AND SUBTRACT 1/4". • THE TTT HEIGHT IS THE CALL SIZE (NOMINAL SIZE) MINUS 112" • USE THE #8-32 MACHINE SCREWS AND NUTSERTS IN SCREW PACK. SIMPLY DISCARD THE ADDITIONAL SCREWS FROM PACK. INS0053A f/t/94 NUTSERT (99-08-800) MANUFACTURER NAM3E77 #8-32 -R 911-7-1 SCORE AND REMOVE FIN MASTER F" r "`' SCORE SINGLE HUNG FRAME HEAD NAIL FIN AT BASE WITH KNIFE AND REMOVE FIN FLUSH. LOCATE SPECIALTY WINDOW ON TOP OF SINGLE HUNG (CENTERED). USING PRE -PUNCHED HOLES PROVIDED IN SPECIALTY WINDOW FRAME SILL AS GUIDE, MARK AND DRILL 1/4" DIA HOLES IN SINaLE,,HUN'G"HEW 4). ATTACH USING #8-32 FLATHEAD MACHINE SCREWS PROVIDED (SEE ABOVE). APPROX. 1 PER FOOT. IF DESIRED BREAK OFF EXCESS #8-32 MACHINE SCREW. 5). INSTALL COMBINED UNITS AS ONE COMPLETE WINDOW. NO TES: • REMOVE NAILING FIN BY SLIDING IT OUT THE END OF THE 05X WINDOW FRAME SILL. • TO CALCULATE OVERALL STACKED HEIGHT - ADD TTT HEIGHT OF SINGLE HUNG TO TTT HEIGHT OF 05X WINDOW AND SUBTRACT 1/4". • THE TTT HEIGHT IS THE CALL SIZE (NOMINAL SIZE) MINUS 112" • USE THE #8-32 MACHINE SCREWS AND NUTSERTS IN SCREW PACK. SIMPLY DISCARD THE ADDITIONAL SCREWS FROM PACK. INS0053A f/t/94 Cwwr0.. u..w.Y op-.;., pwbnpw Caq By C .e b.l..., e.,e. w1d pr. -Coat SY Br am Cab 9.1..w, nw,p. wad pr.-Ce.t Sp 1. Shim as required at each installation anchor as shown, with load bearing shim. 2. Anchor must be of sufficient length to provide 1 1/4' min. embedment into mosonry or concrete. 3. Caulk between window !longe and buck. UD 4. Caulk lull perimeter of window. W... a,d. 5. If exact window size is not given, use anchor quantity for •wr op -kg neat larger window in chart. "' 6. Glass thickness will vary with window size and design load, and must comly with ASTM E1300. ILt11.1�11f7A1I1LL ld. by Otn.. 7. Letter designations on the topcon location chart indicate where anchors ore to be installed using the elevation os o key. B. All factory opplied holes not designated for topcon• should be filled with • /8 screws of sufficient Ith, to provide 5/8' min. embedment into wood buck. TAPCON w LOCATION CK4PT CODE WWDOW i0 FASTENER LOCATIONS r Op -Ing SIZE SIZE OP35 TO 032 032.1 70 5p70. 0.1rN. 06-1., pF)I,E7pAT01 IZ le 1/6 . 25 A•C A C pw4wa. C 1k r 13 Ie 1/e . 37 3/e A C A C C.A14 Ie 1/e 46 5/6 A C A. C n-9. d 6utl II Ie116%e/e 71.1/4 A c A 9: c • e • '' 1/2 32 2s 1/2 4 25 A C A C 1/2 33 25 + / 1/2 34 25 1/Z s 49 5/C A C A B.CC 35 • • %2 36 2521/2/. 7161/4 A B• C A B. C lb d 223 36.3723/0 A. c A c AB,C E • d •":. 245 35 . 55 1/4 A B. C A 6. C • 25 35 . 62 A B. C A SI C ..♦ 2s 36 . 71 1/4 A B. C A CL C. D 3Z 52 1/8 . 25 A C A C 33 52 1/5 . 37 3/e A C A B. C BUCK d' •! ; 34 52 1/6 . 49 5/6 A 9. C A B. C 345 52 1/e . 55 1/4 A B. C A B. C. 0 35 52 1/e . 62 A B. C A B. C. a Teyem 35 52 1/e . 71 1/4 A. C. D A B- C, D, E hid. Obn.nem W—d BrtA Or Ot11w. i l:aR t4rtwwn Vdt we Op.nhy ♦-TAPCCN* IM HARDENED uASORRY SCREWS 0 0 1 INCLUDE TAPCON. RA.L t StupSON Q:?rbp=r I per& E60'&" Dyer P,—,. a.. n.t.d pb_ .. ti psr A A vA.eewe0 KjW6 v`E� E E �.� rrgC 7`7011 •,ems •.... ..• - B B :`.k�' INSTALLATION INSTRUCTIONS sow. 1/15%2 J & FASTENER SCHEDULE ... 740/744 SINGLE HUNG NONE1 " I EXTERIOR ELEVATION IN9774n - DEC- is -2000 14' -TS FP STkALE`�� DOY S`STE115 -?'4 TO 1 173r_740;' ! ARCHITECTURAL �: --±:�;s 130 Deny Court - York, PA 17402-9405 F A.9 717-764-4129 Telephone 717.7x1 77(f, TESTN 7 INC. Web • Rendered to: STANLEY DOOR SYSTEMS 1225 Pett Maple Road Trey, Mchigan 48084 newt No: 01-30832.04 Tag Date; 12/11/97 RepaRt Date: 07/24/98 Boinifim Dow 12/1U01 Seri!es/adudei: SM Tlv DI SI Type; Steri Inswing Do" PA== Door Project S===_L7; Arcbitedtual Tasting, lac. (ATI) was contracted by Stanley Door Systems to perform tests ou their Sta Tru Dl SI, Steel Inswing Double Fatw= Door. Test data and rwWts are reported bdow. Test PeocedLawe: The test apocimai was evaluated in acwrdance with ASTM E 330-96, Standard I'm JfedW for Strudawd PeOm wwe of F.del i0r WFndows, O vWn Walls, and Doors by Uniform Static Air Pr!ersur!e D' Teat 5pecln= Descr ptim.. Over&U Sine: 6' 2' wide by 6' 9-1/2' bigh PAmw7 Leaf Siw-- 2' 11.1/2' wide by 6' 7' high Secondary Leaf Size: 3' 0.1/4' wide by 6' 7' high DOWPOM QNSW AM 1 Rapt► Boom of bolh,door leafs sweep wA ow bWb (3J$' dtamew) and 3 fin (3/16',.7/.16', and 91169 . ILAAgOO& icermostttod I Raw , ibe head amd the moiTOoui wa�tl>Vrt seal Dual duromeW bulb 1 Row Both hinge jambs gasim w as/fin � (3/1 6 high) Labomtories in PenWvania, Minnesota & Caifomia 12-14-00 15:25 RECEIVED FROM:704 921 3475 p. L)2 DEC14 330 14:5 FR STHt-LEY 10OR S1'STErt� ?04 5'1 34—,8TMJ a1 --1•:+ `7=1U? DOCUl14]EVT CONTROL ADDENDUM NJ -30S32.00 Curremi Issue Date: 07/24i9%> Repot No.: 01-30032.01 Requested by: Neck Belanger, Stanuy DWr S terns Purpose: T ' of Sta Tru W SI nsrng =E 283-91 test method. hood Date: 01 23198 Com: Bit Na: 01- -02 RequtMed br • Nick B"9w' Sfa saky Dem 8 331-93 fews test method. Pbrpoea•: Tes of Sts Tru DI SI ung AnM issued Daotc: O1f23/98 Comments: Repwt No.: 01-30832.03 guested b1;. Nrak Belanger, Suuft r Door Systems r` Purpose: Test of S a Tru D1 SI uswg ASTM E 330-% test nscthod. ( %oed Data; 01123/9$ Camm�da: Repoe+t No.: 01-30832.04 -R90Med by: XzA Snaeier, Sa dq Door SpSO= parpoee: IssueR�ort w. 01- 2.03 with North Carolina P.E. seal. issew Date: 07/24!'98 Comm sts: .y r` 12-14-88 15:26 RECEIVED FROM:784 921 3478 rvc T 1TAL FTE . � �- ' P. N•1 I,E._ 14 0:1 1 1:1: 5E• FR -EJANLE',' 11COF iF.' c STCf ol-108:32.04 's Test Specimen DeW1O°U' (Continued) All frame members weft wood except for the sill which a as l wm Constntetitto: s Cornus of the head and jambs were square cut, fabricated from aluaninum eatnlsion . was mitered and fa5tenaj butted, and faster with three h=,d and j brick molding _ of tho sill and with one staple at the corners of amps. Co � Df the sill and,b ick Wert caped, butted, and fastened with two screws each. W,01ding were x1um cut and sealed. n. Both door leafs were 1-314" thick and employJed interloT and Door lod Canstructi° ' bottoaa and both stiles were wood members exte.rim skins of 23 gauge Seel. The � (1-1116' by 1-3116")• The lock stiles � insulated W tb pal tyu thaw fey 4" by 12' long) at the Ioek site. The interior void Herdwart: On both jambs 6.518" from head, Full mortise 6 but hinges 6-518' from 0and one at midget of each jamb Brants slide bolt 2 One at each end of the mullion lam • Standard locks& l pp�y W at the lockftm Me et of the $W' 9 n= in each bldck molding d8 2" idlg +s ialo back �4 ��>1VWd gt01 . saJews� ' 2a dip SM softscrJ:�s 4. Te is go* lop him to fmmo g10 5/8" la+sg scecws 12 Tbm in each cm andbOaOm 2,112" +a t� buck t fila W . ... to i . X10 2-1/2' laeg screws 4 one mhinge ftstened to buck through frame r-- Drina;e: No weeps Description: -A sill track 6' long and 318" deep on the interior was used to catch water penelreting the weatherstripping. 12-14-80 15:25 -------------------- RECEIVED FROM:704 921 3478 P•w.• ISE-: 1.1 2000 1-1:59 FR-TANLEY D%,F, SYSTEMS y�1 Via-:; TO 9l-_1`+`� ' u.i; I'•: • • .. ' O1-301;32.^,•: Pam 3Q 3 Test R:esatts: The results ars tabWated as follows: Spedficalion ode of Test lisps ASTM B 330.96 Uniform Load Deflection 36.5 psi (cxbt ew) No . x.37.5 P Cdamup REpreseatative 9ampks of the oat -, meap and a cope of tris report w1�i be r> od byy All for a period of four years. This report iS the MkIliVe XWe ty of the client 30 named iterGin and is cahle to the sau qdp tested. Results ebtmbr are tubed values and do not constitute W op' on or MdaorWMM by thys laboratory. For ARCHnmcrURAL TESTING, INC: Timothy M. Sindlinger 17 Allen N. Reem Technician Director of Engineering TMSJmir �. f....Cr' 3/ Jo �r / 9 9 �` ````,ova,1 01-30932.04 t� pQ`•.•''•8 d ••'•. �y SEALiF � ` - s23380 f �7'. i i 12-14-09 15:25 R'"Ir.ROfl=784. 921 3478 P.63 Truss TypeQ � Ply--7Jerome Jones / Addition / 34440 I A01 I ROOF TRUSS Adams Building Materials, Sanford FL nc. Fri Jun 14 11:45:4 - -2� 4-0-0 1 8-0-0 12-M 14-0-0 2-0-0 4-0-0 4-0-0 4-0-0 2-M 1�6 = 4.7 = Y 1 4-1-8 7-10-8 12-0-0 4-1-8 3-9-0 4-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.22 7-8 >647 M1120 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.21 7-8 >659 = 433 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.10 5 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 50 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 4-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. REACTIONS (Ib/size) 2 = 670/0-3-8 5 = 670/0-3-8 Max Horz = -1970 2 = -50(load case 5) Max Uplift = -2058 2 = -550(load case 2) 5 = -550(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 32 2-3 = -2050 3-9 = -1970 4-9 = -1970 4-5 = -2058 5-6 = 32 BOT CHORD 2-8 = 1916 8-10 = 1962 7-10 = 1962 5-7 = 1924 WEBS 3-8 = 433 3-7 = 8 4-7 = 432 NOTES (7-8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 550 Ib uplift at joint 2 and 550 Ib uplift at joint 5. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 96.71b down and 270.61b up at 4-0-0, and 12.61b down and 73.41b up at 6-0-12, and 56.71b down and 270.61b up at 8-0-0 on top chord, and 49.51b down at 4-1-8, and 17.1 lb down at 6-0-12, and 49.51b down at 7-10-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard GRIP 249/190 Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3 = -54.0 3-4 = -54.0 4-6 = -54.0 2-8 = -20.0 7-8 = -20.0 5-7 = -20.0 Concentrated Loads (lb) Vert: 3=-56.7 4=-56.7 8=49.5 7=-49.5 9=-12.6 10=-17.1 A - JUN 1 4 2002 A02 I ROOF TRUSS / SI Inc. Fri Jun 1-4- 1 -2-" i 6-0-0 12-0-0 14-0-0 2-0-0 6-0-0 6-" 2-" ,,.,,. .u= 6-0-0 _12-0-0 6-0-0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.06 6 >999 M1120 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.13 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.06 4 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 45 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2 = 549/0-3-8 4 = 549/0-3-8 Max Horz 2 = 60(load case 4) Max Uplift 2 =-233(load case 2) 4 =-233(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 32 2-3 = -1328 34 = -1328 4-5 = 32 BOT CHORD 2-6 = 1232 4-6 = 1232 WEBS 3-6 = 522 NOTES (5-6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 Ib uplift at joint 2 and 233 Ib uplift at joint 4. 5) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard GRIP 249/190 QW JUN 1 9 2002 Job ' Truss Truss Type 34440 B01 COMMON Adams Buildina Materials, Sanford. FL 32771 Jerome Jones /, -240-0 2-0-0 4-0-0 6-0-0 2-0-0 2-0.0 2-M 2-M 4.5 = 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.00 6 >999 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.07 4-5 >381 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/def! = 360 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2 = 253/0-3-8 4 = 253/0-3-8 Max Horz 2-6 = 2 = 41 (load case 4) Max Uplift 3-6 = 2 = -181 (load case 4) 4 = -181 (load case 5) Max Grav 2 = 259(load case 6) 4 = 259(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 33 2-3 = -56 3-4 = -56 4-5 = 33 BOT CHORD 2-6 = 14 4-6 = 14 WEBS 3-6 = 44 NOTES (4-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 Ib uplift at joint 2 and 181 Ib uplift at joint 4. 4) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard PLATES M1120 Weight: 19 Ib GRIP 249/190 A'Sr__ JUN 14 2002 Jones / Addition / CJ2V I ROOF TRUSS 2002 200 2-M 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) n/a - n/a TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.06 1-2 >427 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = -5/Mechanical 2 = 239/0-3-8 4 = 19/Mechanical Max Horz 2 = 61 (load case 2) Max Uplift 3 = -26(load case 5) 2 = -181 (load case 2) Max Grav 3 = 45(load case 4) 2 = 239(load case 1) 4 = 19(load case 1) NOTES (5-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 Ib uplift at joint 3 and 181 Ib uplift at joint 2. 5) -This truss design conforms with Florida Building Code 2001. FORCES (lb) - First Load Case Only LOAD CASE(S) TOP CHORD Standard 1-2 = 31 2-3 = -38 BOT CHORD 2-4 = 3 2-0-0 2-0-0 PLATES GRIP M1120 249/190 Weight: 9 Ib JUN 1 4 2002 EJ4V I ROOF TRUSS -2-M i 4-0-0 , 2-0-0 4-0-0 sw. 4-0-0 , 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) Na - Na TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.09 1-2 >288 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 67/Mechanical 2 = 287/0-3-8 4 = 37/Mechanical Max Horz 2 = 81 (load case 2) Max Uplift 3 = -62(load case 5) 2 = -167(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 32 2-3 = -45 BOT CHORD 2-4 = 5 NOTES (5-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 Ib uplift at joint 3 and 167 Ib uplift at joint 2. 5) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard PLATES M1120 Weight: 16 Ib GRIP 249/190 JUN 1 4 2002 Qty KJ4V I ROOF TRUSS 2002 Page 1 -2-9-15 3-7-10 5-7-2 , 2-9-15 3-7-10 1-11-9 w. 5-7-2 LOADING (psf) SPACING z 131,1 s DEFL in (loc) T TCLL 20.0 Plates Increase 1.25 Bt z n/a - n/a TCDL 7.0 Lumber Increase 1.25 e Vert(TL) 3.10. >166 BCLL 0.0 Rep Stress Incr NO ,..,r,= 5-7-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) n/a - n/a TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.21 1-2 >166 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing REACTIONS (Ib/size) 3 = 98/Mechanical 2 = 401/0-3-8 4 = 52/Mechanical Max Horc 2 = 79(load case 2) Max Uplift 3 = -135(load case 5) 2 = -277(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 33 2-5 = -46 3-5 = 17 BOT CHORD 2-6 = -5 4-6 = 5 NOTES (6-7) 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 Ib uplift at joint 3 and 277 Ib uplift at joint 2. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 100.41b up at 2-11-0 on top chord, and 1.21b up at 2-11-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) -This truss design conforms with Florida Building Code 2001. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 PLATES GRIP M1120 249/190 Weight: 21 Ib Standard Uniform Loads (plf) Vert: 1-3 = -54.0 2-4 _ -20.0 Concentrated Loads (lb) Vert: 6=1.2 JUN 1 4 Z002 PLAT OF SURVEY for GLORIA A. & JEROME JONES, JR. Legal Description, LOTS 8, 9, and 10, BLOCK 9, PINE LEVEL, according to the Plat thereof as recorded in Plat Book 6, Page 37, of the Public Records of Seminole County, Florida. ------- ------ N- ------ r-0 ----------- �-�� -� T-------------------- - I 0 g:R F? FOUND 1• IRON I S 89'41'51" W 100.00' o60'(e ST 2.45' :0.36' w FORCM E z CARPoIMTO Lo �,appo5E0 -r I 1 M 6e ENCLogE g'X4' PoRCN. : - C V) :r ,PORCH / ,!� 25.16' 33.33' p� ---------� ------------------- ----> = -------10; 10 6/ -------------- 1 : W p (n ? J a Z a CONC 0 T 2 �i � 9 '. 30.48' 23.33' I PROPOSED i I FLAME AoDrtr061 , I ,o :o 3 N 10 ri, ;0.87'x' FOUND: 1/2- IRON ROD ( S 89'41'S 1W 0.87' NORTH : PD. OD N 4 X11 N m W m 17' I 100 00' FOUND 5/8• IRON ROD ( NO f) i D.85' NORTH I 25.00' �I : I SURVEY NOTES: 0 w 0 z 0 cc w J Q U 0 1) The street address of the above described property is 1901 18th STREET WEST. 2) The above described property lies in a Flood Zone X SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. .s' REVISIONS: _ _ CERTIFIED CORRECT TO: ,:KITNER - -URVEYING, INC. R. ECLAIR KITNER - P.L.S. NO. 3382 Post OjfLe'Bnic 023,'Sanford, F1. 32772-0823 ,( 407) 322-2000 PROJECT NO: 02 - 277 SURVEY DATE: 29 MAY 2002