Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
128 W Coleman Cir
CITY OF SANFORD PERMIT APPLICATION aE EivE Permit # Job Address: I "t Description of Work: Historic District: Date: IDtN 1 2006 Permit Type: Building JV**' Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 1;•1 50 —_ cQjj — Owners Name & Address: M t (± Y Attach Proof of Ownership & 73 Phone: `t01' 5 Contractor Name & Address: Phone & Fax: IJU Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: WSIA- I= State License Number: rP pTICL OY Phone:Dl .)i•i Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 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: 1 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 water management districts, state agencies, or federal agencies. e of permit is erification tha will6no'y the owner of the pr perry f the require ents of Florida Lien Law, FS 713. i3% l 13/06 Si ore of Owner/Agent ^ P4 6 D e g tore of C ct / gent j Date Zko Pr' t caner/A is Na'0 e / Print ntracror/Agent's a e /- 3 /D Signature of No Star of F on a Date Signature of Nota - tate f F ri a Date Owner/Agent is --Personally Kgto NJ; or Produced ID r "/— nowtit `;, 4,—Q J APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Contractor/ Agent is _ Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Dare) (Initial & Date) 0Beck' R09M u Becky Ro My Commission DOIS0133 L( pers My Commission DDISM33 to"i Expire February 14, 2007 `jam• I or Expires February 14, 2W? POWER OF ATTORNEY DATE: i 3 I hereby name and appoint Aof. Affordable Screen & Patio. Inc. to be my lawful Attorney -In -Fact to act for me and apply to the o c nca Building Department for a permit for work to be performed at a location described as: Parcel ID Lot_ Block o Subdivision: inP_GCe 3 A MA L l 1. nl e-t-nc"n c i r. -n address of Job) Owner o(Property & address) and to sign my name and do all things necessary to this appointment Type and print name of tfr—RAed Contractor Signature otgertified Contractor The fore aoin u, instrument was acknowledged before me this I* bvT N v zrsonall v known t merwho produced V as identification and who did not take an oath. State of Florida rotary Signatu Becky Ropers ya fay Commission DD180133 Seal) pia, Fdf Expires Feftery14, 2007 Date: 3 " 0 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 PARCEL DETAIL 4 Back 0 r Z y s Seminole County yn~ , o r rl v Frro/u r 1. c/trric[i m t I111 1. Ina r. Jli't.fr-'Cllh 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 12-20-30-502-0000-0350 Tax D1 ict: S1-SANFORD Number of Buildings: 1 PROKOSCH MICHAEL K 0- Depreciated Bldg Value: $65,342 Owner: Exempt s: ROBERTA A TOAD Depreciated EXFT Value: $7,609 Address: 128 W COLEMAN CIR Land Value (Market): $16,426 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 128 COLEMAN CIR W SANFORD 32773 Just/Market Value: $89,377 Subdivision Name: SOUTH PINECREST 3RD ADD Assessed Value (SOH): $67,047 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $42,047 2004 VALUE SUMMARY Tax Value(withoutSOH): $1,338 SALES 2004 Tax Bill Amount: $836 Deed Date Book Page Amount Vac/Imp Save Our Homes (SOH) Savings: $502 WARRANTY DEED 06/1978 01176 1136 $36,500 Improved 972004TaxableValue: $40,797 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Unit Land LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Units Price Value LEG LOT 35 SOUTH PINECREST 3RD ADD PB 11 FRONT FOOT & 95 120 .000 190.00 $16,426 PG 63 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1958 6 1,068 1,877 1,068 CB/STUCCO FINISH $65,342 $89,509 Appendage / Sgft UTILITY UNFINISHED / 96 Appendage / Sgft ENCLOSED PORCH FINISHED / 140 Appendage / Sgft CARPORT UNFINISHED / 437 Appendage / Sgft ENCLOSED PORCH FINISHED / 136 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 1979 648 $5,184 $12,960 ALUM PORCH W/CONC FL 1983 120 $312 $780 SCREEN ENCLOSURE 1983 2,025 $1,620 $4,050 COOL DECK PATIO 1979 352 $493 $1,232 Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem taxrOTE: urposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http:// www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=12203050200000350&... 11 /1 /04 Permit Number Parcel Identification Number I `L, ( - [ CC C, 35 Prepared by: PLO U (311 ti cc Return to:L ` ' NOTICE OF COMMENCEMENT State of R &r1 c-, County of 3 r, Ii t1RRt'k*E MKJR` , LURK W GtRCUjT Diwj T SENINOLE U04TY BK 1:J61:$8:_t V16 1170 CL E R1,1 S 'a 210060*57 s r= REWltlii_U 011111AXE, W:46:06 RECI RUINt FE=Ea tt`t i i REDINUED BY It holden CERTIFIED Go" M ARX ANVq , MOBrr CLERK The undersigned hereby gives notice that improvement(s) 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 (legal description of the roperty, and street address if available) P( 1 aG 1,73 Sc;nd,-I. 3a77,3 2. General description of improvement(s) 3. Owner information M'(CA1Qe k OFF ICINameIQQ6Q. ) F-tj,)cLn Telephone Number ` G7 " 3 d3 " Address 5 Ce7Cc1 ) , 3 3t 7')3 Fax Number Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name 0- Telephone Number Address D Cal G Fax Number 5. Contractor Name 7,0 I GX c i 5a Telephone Number D-7- Address I-Op2,©Od I Vf` ,3al5a Fax Number 1-}0`7 -v3a.-L3,09 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) Name Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name 'Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): Date Signed Sworn to and subscribed before me Yhis who is personally known to me OR as identification. r. N1 Becky Rogers My Commission DD180133 Expires February 14, 2007 Signature of Owner [Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." 20 0 (P . by Signature of Notdry)(notoal(eq to appear below) Form Revised: 12/00 for 19_ to 20_ Legal Recorded in Plat Book I 1 Page Co2-F-7C-:3of the Public Records of ,r-)CAC--_1 County, Florida 70.`7--;::S -(=-- Based on the National Flood Insurance Program r"irm" ,vlap Community - Panel Number leo2 Page Dated--ilthe above described PraF.,erty is not within a special flood area. Zone c sf LF32/0B 0 I hereby certify that the survey represented on this map was made under my direction on the date shown based on the information furnished to me as noted and conforms to the MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA in accordance with CH. 21 HH-6, Florida Administrative Code and that there is no evidence on the ground of use of the property which alight suggest a possible claim of easement other than those shown on the survey. The Surveyor has not abstracted the lands shown hereon for easements and/or rights of way of record. No underground installations or improvements have been located except as noted. Certifi d to 7Iichael K. Prokosch Roberta A. Prokosch Central Florida Title Company Home Savings of America Date: Job No.: Scale: LEGEND Iron Rod 3y F "l lo o = Iron Pipe Conc. Monument o = Nail & Disc. x = Cross Cut Revised: 2601 WELLS AVENUE, SUITE 181 FERN PARK, FLORIDA 32730 CERT. NO. LB-2108 PL RY B. KR REGISTERED LA,06SURVEYdR NO.4245 Shop Notes: 16"Kick Plate W PllrlinS as 1) All Wind Bracing is cut long point to short point and attaches to the purlins. All steps are measured to the short entire roof) C,4 m point. Cables x (D 2) Compound angle cuts are tabled as follows: x Y Risel* Qua" Sb Bevel* 16, 1s The angle that the piece is going uphill or downhill (vertical) is f 17' what's listed on the top of the stack. The angle that the piece 2 14W is going side to side (horizontal) is what's listed on the bottom o 00 of the stack. 2 2V D m 00 m 25 8 N 3) Please drop the top Ix2's down (where indicated) Y4" so 2 9m` rcO m` CO m` that the purlins in the roof can sit property on the front wall. a 113' x CDd N x 013 Kn Brava x v Y N N C xB sm (2)2b half -shell @30'(T7-1) yr , rfps a CO 2)2x8 smh hall -shell @34'(T6-1) 4 W 9 co 2) W smb half -shell @32' (T5-1) 6) 2x6 smb half -shell @24' (T2-1 through T4-1) a m st• 2x7 Carry Beam cut @ 294Y 325/ 1) Whdbw @24' (gutter uprights) 1)2x5 smb hall -shell @I8'(gutterupright) 2) 2x7 smb half -shed @26' (From Carry Beam) o m 1) 2x7 smb half -shell @30' (Side tarty beam) 1)2x4 smb half -shell @26'(F2-1) a $ SP24°LP24° N If smb halfshel @28'(F3-1) LP3° SQU' rn e- i) 2x4 smb hallshel @30' (F4-1) ui / \. l 87 8 248 4) 2x5 smb he8shell @30' (F5-t, F6-1, B3-1, B4-1) Ir" 1) 2x5 smb half -shell @28' (F6b.1) 5 - 2) 2x5 smb hall -shell @26' (F7-1, 112-1) 1) 2x4 smb half-sMI @24' (R4-1) 2x4 hall Right n s B try JO Ip 3) smb -shill @22' (L4-1, wall) o6\ po ra V N% 3) 20 smb half-shel @20' (Leftwal) o. CD1)2x4 smb half -shill @18'(sfwrl upright to SP24'LP24' support old carry beam) O LP3' SQU. 000 2) Door Jamb @19'6' 83Y619) Whollow @30' o 15) 2)Q hollow @30' 15)1x2 Mlow @30' 1) 5' super @24' T1gutter T2 pL Build T7-T1 Job Number: NIA Date:1212712005 Project Information: Mike Prokosh Sheet # : 1128WestColemanCir. Sanford, FL 32773 Home: _ Gate Code: Cell: N/A Work: SURFACE AREA (SQ. FT.) Prepared By: Brian Hall Elites / Pans: NIA Office: 407-830-1515 Roof: 1208 Cell:407-616-9694 Walls:1415 Nextel:162*1090`808Total:2623 sPza• LP2a• M LP3° SQU° r AIX SP24' LP2,V d LP3° SQU° N 0.o 74Y 81% 4 12° y1A N ii 693/4 \ 81T/e SP_2° LP12' m 0 N SPS_4° LP24' N LP2° SP6° LP6° SP6° N T3 v 80Y16 C" 5° A oil 61 e LP24° SP24' SQU° SP9° 34Y Qo. c N. o I 6 @ T NN p s A 0.1 LP24' LP24SQULP9° 47Y16 a R1,6 A LP24° SP24' v v SQU LP9° r a 60Y16 a T4 T5 T6 CO CD 79Y4 CO 80Y6 COCO SQU cut 5° x N v \ 80Ya BOT65° sou, n SP6° c'a LP6° SP6° LP24' SP24° r SQU LP9' N 72 8 N N N N T7 LP24' SP24• CM SQU LP9° N 85% N 6aN d c x o3 A ua sPOtisse chi 1I,\Q O Q 217/a LP13- SQU* LP6 LP14° Roof Shop Notes: 1) All Wind Bracing is cut long point to short point and attaches to the puffins. All steps are measured to the short point. Cables 2) Compound angle cuts are labled as follows: Rise Llantxy size Bevel* 1 16, The angle that the piece is going uphill or downhill (vertical) is 1 17' what's listed on the top of the stack. The angle that the piece 2 14,$1 is going side to side (horizontal) is what's listed on the bottom of the stack. 2 20, 3) Please drop the top 1x2's down (where indicated) Y4' so 2 14 that the puffins in the roof can sit properly on the front wall. 3 13' Knw 9t 2) 2x8 smb half-shel @30' (T7-1) Q-14 2) 2x8 s nb half -shell @34' (T6-1) 4 2) 2x8 smb half -she: @32' (TS-1) 6j 2.6-1, half -she: @24' (T2-1 through T4-1) e m st I)2x4 hollow @24'(gutter uprights) 1) 2x5 smb half -she: @16 (gufter upright) 2) 2x7 smb hall-shel @6' (Front Carry Beam) 1) 2x7 smb half -she: @30' (Side carry beam) i) 2x4 s rb hat 'hell @26' (F2-1) 1) 23K4 smb half -shell @& (F3-1) 1) 2x4 -1, half -shell @30' (F4-1) 4) 2x5 -1,half-sha @30' (FSt, F6-1, B3-1, 84-1) 1)2x5 smb half -shell @28'(F6b-1) 2) 2x5 smb half -shell @26' (F7-0, 82.1) 1) 2x4 smb halfshel @24'(R4-1) 3) W smb half -shell @22' (L4-1, Right wall) 3) 2x4 —b half-shel @20' (Left wall) 1)2x4 smb half -she: @16(shortuprightto support old carry bean) 2)Door Jamb @19'6' Shop Note #3 SP24° LP2!' 12, SP9° SQ(I 81)/2 Cn 34% ? Nx 0 00 W W W O) W jV O) W 1V C 5° 61% 19) 2x3 hollow @30 15)Wholow @30• Shop n te#3 SPS: 1P5• Saw SW'. lP6' SP6' LP5 SP5 LP13' SP13' LP6' LP28' 151x2 hollow 30' @ p Q SpIr LP12. p6• SP6' 8 LP6' SP6' o 1)5aupar gutty @24 jt LP6' SP6' 81 a 80Y. 80%6 a 21% SP24' rP24' LP2' SP6' 20' 20_},. Oprec:_N 6933jSICilIayc}t>k.,1mCKirl 2v avx fix Job Number: NIA Date:1212712005 NI o F1 F2 o F3 o F4 F5 13' o F6 0 Project Information: Mike Prokosh Sheet # : 2 o 128 West Coleman Cir. Sanford, FL32773 N 63 g 80% 80% 80% 80% 1%6 Home: - Gate Code: LP2°-SP6° LP-SP 6° LP-SP 6° LP-SP 6° LP-SP 6° Cell: N/A Work: SURFACE AREA (SQ. FT.) Prepared By: Brian Hall cl) rn M LP6'-LP28' Elites I Pans: NIA Office: 407-830-1515 Roof: 1208 Ce11: 407-616 9694 Walls:1415 Nextel:162`1090*808Total:2623 W W N N Front & Back Walls 16" Kick Plate 2x3 Purlins entire roof) Double check contract to verify if there is supposed to be a standard chair rail in addition to the kick plate N xN e3O S oPNNh d 5ti 01, Pt 693 n Skated Shop Notes: 1) All Wind Bracing is cut long point to short point and Cables 97 Side Walls attaches to the pudins. All steps are measured to the short 1 16' BOJ 141 4 1 x2) 36 16point. 2) Compound angle cuts are tabled as follows: 1 1r lx2) SP4° Rise° 2 14'-6' hashelis rnTheBevel° 2 angle that the piece is going uphill or downhill (vertical) is 2 14' 2X45Bothlf- 86 co Mwhat's listed on the top of the stack. The angle that the piece is to is listed s t3' 35% 15% going side side (horizontal) what's on the bottom o orl_ 96X2 DJofthestack. O 3) Please drop the top 1x2's down (where indicated) Y4" so ip° " 2X4) Both half -shells 90Y4 that the puriins in the roof can sit properly on the front wall. 10% 30% 114% 95 DJfAstw1alsLW 2) 2x8 smb hat shell @30' (T7-1) 2) 2x8 smb half -shed @34' (T6-1) SQU cut 135%6 34% 14% 2)2x6 stub half -shell @32•(TS-1) 6) 2zfi smk half -shell @24' (T2-1 Through T4-1) 1 s" Kick Plate SP4° _ 9612 2x4) 112x4 hollow @24• (guner updghts) 2A Purlins Cr) 1) 2x5 smb half -shell @18' (gufler upright 2x7 half entire roof% 2) smb -shed @26• (Franc Carry Beam) 1J 2x7 smb half -shell @30'(Side carry beam) 11% 31% 8 $ O 00 1)2x4 smb half -shed @26'(F2-1) 1)2x4 smb half -shell @28•(F3-1) Double check 91DJ - M 00 ch CV M ti 1) 2x4 smb half -shell @30' (F4-i) ti 4) 2x5 smb had -shill @30' (FSi, F6-1, 83-1. B4-f) contract to verify1) 2x5 smb hadshe8 @28•(F6b.1) 2) W smb half -shell @26' (F7-1, B2-1) 1)2x4 smb half -shell @22'(L4-1) if there is 1 111/ 31/ DJ 91 117%6 316312x4am6had -shill @22'(L4-1, Ri htwaAg ) supposed to be app 2x4) SP2° 128/ 33 13 3i 2x4 smb half -shed @20' (Lett wal 1)zx4 emb half -shell @18'(sh dt p ghtto standard chair rail 411 SP4° 2x4 supp- old carry beam) 2)Door Jamb @19'6• in addition to the r N o 19) 2x3 hollow @30• 15) 2x2 hollow @30' kick plate 66 15)1. hollow @30'CN 1) 5'supar gulf. @24' 11 Y8 31 Y8 2x4) 119Y16 SP2° co Moo co @ W-- ff-2'-— utsmc rl C°, N 1122/ 4 1 32/ 8 1rt 12/ 8 11 31 88 0 121 8 SP40 GO 2x4) Job Number: NIA Date:12127/2005 Project Information: Mike Prokosh 128 West Coleman Cir. Sheet # : 3 2X4) SP2° o r- Sanford, FL 32773 Home: - Cell: r— M r WIV Gate Code: Work: N/ A 121/ 4 321/4 4A 1 x2) 123% 6 SP2° 115% SP4° 1 x2) 31 4 11% SURFACEAREA (SQ. FT.) Prepared By: Brian Hall Elites / Pans: NIA Office: 407-830-1515 Roof: 1208 Cell:407-616-9694 Walls: 1415 Nextel: 162*1090*808 Total:2623 Installer Notes: N 1) Please hang the gutter in the approximate same location 16" Kick Plate s as the old gutter with the exception that the gutter that you hang will have proper pitch. 92y Y'19 662 yn lfas 2) DO NOT cut the gutter to the measurements given on the ,e print. They only represent lengths to the outside of the cage. Qe ze I9 They are to be used as a reference only. $ n 3) The soffit panel on the right wall has a lot of pipes going r through it. BOJ that area. The 2x4 that is 86 8" tall is actual) Aj 9 going to sit right next to the other 2x4 upright that is 114%' " I= g a x59 2` B and also go under the existing 2x7 (andod¢ed aluminum) i@ 91 I'0 36 carry beam. Do this with H-channel that sits on top of the 2x4 ` r* il15A'$ A upright ( see the detail on the "Carry Beam Details' page. Donot removethisexistingcarrybeambecauseyoumightopen„K up other problems that you don't want to get into. Instead _ ag s ` ', 34 attach the new carry beam to the existing one just like youa e would if you had a double beam (web of beam to web of Boi 2xi Cam B, 0291K m a 25ys beam). i J13 '` a! 33 13 Job Number: NIA Date:1212712005 Proleed Information: Mike Prokosh Sheet # : 4 128WestColemanCir. Sanford, FL 32773 Home:. Gate Code: Cell: NIA Work: SURFACE AREA (SQ. FT.) Prepared By: Brian Hall Elites I Pans: NIA Office: 407-830-1515 Roof: 1208 Cell:407-616-9694 Walls: 1415 Nextel: 162'1090'808 Total:2623 Installer Layout @n Bah NN-Mb d} t e o Ali 2d16 d a. a ou \ ol• a aaK 17% e e C say7219 122Y tun Ya itx 31Y D, 91 8 a CJ 9 F' T1 T2 0 aim TT-T1 T1 a m ttxe itY ba) a2 9a3ffi laC a B. t 31y 1% to ffiA81m 85Y ti y3 1gp5Yi 7' 31j{ 7, q h 12- kk p^ s, T3 TdTS T6 S'.a 1UZ X 74 81Y ti awl 79Y BBxa 11%31% Iva) 12211% 12' 5- BOX Bad _\ 12Y, 37Y 3sp` I'- gape K! i last a BB a V 81 ; oI 5 aa Installer Notes: 1) Please hang the gutter in the approximate same location 16" Kick Plate as the old gutter with the exception that the gutter that you Soffit panel is attaching hang will have proper pitch. Tear out old house to the house with 2x2 2) DO NOT cut the gutter to the measurements given on the gutter and replace angle print. They only represent lengths to the outside of the cage. it with new 5" They are to be used as a reference only. super gutter 3) The soffit panel on the right wall has a lot of pipes going through it. BOJ that area. The 2x4 that is 86 e" tall is acluall Remove and replace this 2x7 going to sit right next to the other 2x4 upright that is 1143/' Carry Beam. Make the new and also go under the existing 2x7 (andodized aluminum) Existing Pan Roof 2x7 carry beam 2" longer in carry beam. Do this with H-channel that sits on top of the 2x4 order to accomodate the upright (see the detail on the 'Carry Beam Details' page. Do other new 2x7 carry beam not remove this existing carry beam because you might open See note #3 about this soffit running perpendicular to this up other problems that you don't want to get into. Instead attach the new carry beam to the existing one just like you panel i one. would if you had a double beam (web of beam to web of\ Existing 2x7 Carry Beam with a new 2x7 beam). ibeam attaching to the front web of it Job Number: NIA Date: 12/27/2005 Project Irrformation: Mike Prokosh 128 West Coleman Cir. Sanford, FL 32773 Home: - Cell: Work: Sheet # : 5 Gate Code: N/A SURFACE AREA (SQ. FT.) Prepared By: Brian Hall Elites / Pans: NIA Office: 407-830-1515 Roof: 1208 Cell:407-616-9694 Walls: 1415 Nextel:162*1090*808Total:2623 T1 1V Inset T2 I T3 I BuiIT4 7 T1 I T5 ( T6 I T7 Installer Instructions a c Pool Slide Here 7.5' tall) Inset Installer Notes: Front View of n1) Please hang the gutter in the approximate same location as the old gutter with the exception that the gutter that you hang will have proper pitch. 2) DO NOT cut the gutter to the measurements given on the attach via u-chE print. They only represent lengths to the outside of the cage. They are to be used as a reference only. 3) The soffit panel on the right wall has a lot of pipes going through it. BOJ that area. The 2x4 that is 868" tall is actuall going to sit right next to the other 2x4 upright that is 114 8" and also go under the existing 2x7 (andodized aluminum) carry beam. Do this with H-channel that sits on top of the 2x4 upright (see the detail on the "Carry Beam Details" page. Do 2x4notremovethisexistingcarrybeambecauseyoumightopen up other problems that you don't want to get into. Instead Upright attach the new carry beam to the existing one just like you would if you had a double beam (web of beam to web of beam). 4) Bring out a 44 post that is 96" and cut it to size for replacement. Please check the contract for further details. This is the only info that was on my work order. 16" Kick Plate Job Number: N/A Date:12/2712005 Project Info mation: Mike Prokosh 128 West Coleman Cir. Sheet # : 6 Sanford, FL 32773 Home: - Gate Coder Cell: N/A Work: SURFACE AREA (SQ. FT.) Prepared By: Brian Hall Elites / Pans: N/A Office: 407-830-1515 Roof: 1208 Cell:407-616-9694 Walls:1415 Nextel:162*1090*808Total:2623 Beam Front View of new Front attach via u-channel T New 2x7 Carry beam that replaces 0 the old side carry 0 beam. Cut this one 0 2"longer to accomodate the 0 O new front 2x7 carry m 2 beam. Bring out a N m x single 2x7 half-shel W --4 @ 30' and cut it to O U size in the field. OO O O 2x4 upright on left wall. Side view of Double Carry Beam Carry Beam Details Existing 2x7 andodized Carry Beam that will be supported by a 2x4 that will go New 2x7 Carry Beam underneath it and attach through Note: This beam is attaching to the taller H-channel. 2x4 smb via U-Channel in a standard connection. The 2x4 is not shown here for clarity. Hchannel connecting the 2x4 smb upright to the existing 2x7 andodized carry beam Front View of new Front Carry Beam New 2x7 Carry Beam 294y 01 Attach the new 2x7 carry beam to the existin one using a row of three tek screws (top to bottom) every 12". Attaches to new 2x7 carry ZZ beam coming off the house wall. w \ / \,\g FTT7M r Dave: The work order called for a splice gable with a flat roof behind it (on the dogleg). The problem I'm having is that there is a pool slide out on the front wall and it is 7.5' tall. Generally, I like to give about a 5.5' to 6' clearance above pool slides so that people aren't knocking their heads on the beams or knee braces when they climb up. In order to give any clearance whatsoever (let alone 5.5' to 6') for a splice gable, I would have to start the cage height at 12'. However, if I were to design a dome, I can have the start height be at 10' and have enough clearance by the time I get to the panel that's above the diving board. I asked the homeowner what he thought about a dome and he said that he was fine with it. He actually said that you had specifically come out and suggested a splice gable, so I don't know if you had something else in mind. Please give me a call when you get this if I have not talked to you yet. Thanks!! Brian Hall Job Number: N/A Date:12/19/2005 Project Information: Mike Prokosh 128 West Coleman Cir. Sheet # : #### Sanford, FL 32773 Home: Gate Code: Cell: NIA Work: SURFACE AREA (SQ. FT.) Prepared By: Brian Hall Elites / Pans: N/A Office: 407-830-1515 Roof: — Cell:407-616-9694 Walls: — Total: — Nextel: 162*1090*808 577 7@81% Top View of Deck Authatizadon Letter t® use Aluminum Desi n Manual Master -Me Authorization fora Afforda6le Screen (s Tatio, Inc. T.0. Box,520752 Long -wood, FL 32752 Bui(ding Offi'ciai, Ze above referenced contractor is here6y authmizedto use ourAluminum (Design 44anuaCas a master -fife to o 6tain allpermits in your jurisdiction for the time period of October 15t, 2005 thru Septem6er 30, 2006. if this authorization is to 6e revoked prior to the ending date indicatedwe wiCCnotifyyou in writing via madorfacsimiCe. Any indication of the aCteration of this document wilCvoid the authorization. cordon Yf: Shepardson's, the engilaeer of record, signature and raised seaCis rewired on this letter to validate the authorization. Thankyou foryour cooperation. Signed hate. Gordon 7L Shepardsor, P. E. 19333 EIL1 E INC. A civil engineering firm 1025 South Semoran Boulevard Suite 1003 Winter Park FL 32702 14071670-7500 Fax [4071670-0100 Alum nwn Etip-inee. ing .index Sheet This index sheet specifies the master -file pages that can apply for the appropriate type of structure. Typical and Detail ,;hects and tables .indicated are suggested for the type of stricture, but do not rieed to apply in total. The appropriate typical and detail sheets and tables shall be. marked as they apply. The listed pages are the only pages that need to be attached per type of structure. Index sheets should be attached widz our engineering pages for issuance of a permit. Any signs of alteration shall void this index sheet. Unautlaorized typical and detail sheets or span to Dles cannot be used in conjunction with our en.aineerinLr designs. Comparty Name: Affordable Screen & Patio Inc. Owner Na1ne: Address: P,O. Box 520752 Address: Longwood FL 32752 19 13 11 "Z3 Phone rumhP.,: 2107-332.-0127 Legal Description: Member !D Dumber: Dome mna hfans rZl "' SpLct gale 8t" l laf'`" ' '...... Cornposite:roofwith Pan roohmidi Screen enclosure Screen enclosure', No splice g•ible Sc:,ies n cnclosyiFe Screen cnchsure. Screen enclosure, Scree,i'enelosuec 1.'1.444 2.2.1 3.2.1 1 2.1 1.2.1 1.2..1 1.2.1 2.2.2 3.2.2 1.2.2 1.2.2 1.2.2 2.2.3 3.2.3 1.2.3 1.2.3 1.2.3 1.2.3 1.2.10 1.2,10 1.2.4 1.2.4 1.2.4 1.2.4 1.2.11 1.2.11 1.2.5 1.2.5 1.2.5 1.2.5 2.6 1.2.6 1.2.6 1.2.6 1.2.7 1.2.7 1.2.7 1.2.7 1.2.10 1.2.9 1.2.8 1.2.10 1.2.1'l 1.2.10 1.2.10 1.2.11 fl 1.2.11 1.2.11 Babcs II 3cEo, Lxoctas, , ;re xosurcI3 cl6les ., xpgsu;e I3 tables,:.., 100m h/1. 3.2.100B 100m h/1.3.2.100B 100m h/1.3.2.1008 100rnplt/1.3.2.100B 2.3.1 3.3.1 lOm 1:/1. 3.2.110B 1lOm h/1.3.2.110B 110mph/1.3.2.110B 110mph/1.3.2.110B 120m F./l. 3.2.120B 120mph/1.3.2.120B 120m h/1.3.2.120B 120m h/1.3.2.]20B 130m t./1, 3,2.130B 130m h/1.3.2.130B 130m h/1.3.2.130B 130m h/1.3.2.130B 140m h./1. 3.2.140B 140m h/1.3.2.140B 140m h/1.3.2.140B 140mph/1.3.2.140B 150m t-./1. 3.2.1508 150mph/1.3.2.150B 150m h/1.3.2.1.50B 150rnh/1.3.2.150B mom E x osu: c C cables Ex o,ure C tables.;. ,' I' osure"G tables...:; x ,o ure.G talilcs Ex .osure,C ta>?les. osurp_C ta6lcs,-,.. 100m h•/1.3. 2.1000 100m h/1.3.2.1000 100m h/1.3.2.1000 100m h/1.3.2.100C 2.3.1 3.3.1 110m h/1.3. 2.11OC 110m h/1.3.2.110C 110m h/].3.2.110C 110m h/1.3.2.110C 120m h/1.3. 2.120C 120m h/1.3.2.120C 120m h/1.3.2.120C 120n,ph/1.3.2.120C y 130m h/1.3. 2..130C 130m ph/].3.2.130C 130m h/1.3.2.130C 130m h/1.3.2.130C 140m 1/1,3. 2.1<lOC _ 140m h/1.3.2.i40C _ 140m h/1.3.2.140C 140mph/1.3.2.140C ISOm h/1.3. 2.15UC 150m h/1.3.2.150C 150m h/1.3.2.150C 150m h/1.3.2.150C I M` 1 7.' Late: ---..._... _ j .; • .: ,—=-- Gordon r lie ii l's n;..: .. : •19333 SECTION 1 .1.1 1K— BRACING (OPMPIAL. - SEE SECTION 1.2.2 SCREEN CNA1R 1' x 2" BASE DOME I SCREEN ENCLOSURES ISOMETRIC ROOF WIND BRACING SEE SECTION 1.2.3 BRACING, TYPICAL DOME ROOF REVISIONS 02/15/05 w UPRIGHT Uf H HEIGHT o c~) PER TABLE s a N SIDE ELEVATION I—W-t UPRIGHT HEIGEff FOR CABLE CONNECTION PER TABLE 20 PLACEMENT & NUMBER MMAX. H SEE_ SECTION 1.2.1 H 1" x 2' BASE PLATE GRADE G ( OPTIONAL )- SECTION 1.2.2 FRON"f ELEVATION CHAIR RAIL SCREEN FPPLIES DARDS) g 11'.DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2004 AS 7) NO OPEN AREA BETWEEN ALUMINUM SHAH EXCEED 56 S.F. AhAPNDED & THE FLORIDA BUILDING CODE RESIDENTIAL AS AMENDED a ASOF 7-98 FOR WIND LOAD ON THE ATTACHED TABLES 2) ALL SCREEN ENCLOSURES GREATER THAN 2U-O' MAX HEIGHT OR GREATER THAN 40'-0' PROJECTION FROM THE HOST STRUCTURE REGARDLESS OF DIRECTION OF BEAM SPAN) OR WITH A BEAM SPAN GREATER THAN 40'-0', WILL REQUIRE SITE SPECIFIC SIGNED AND SEALED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT' DRAWINGS. 3) STRUCTURAL DETAIL DRAWING SHALL RELATE TO 60632T6, 6061_ T5, OR 6061-T6 ALUMINUM EXTRUSIONS WITH AN ACTUAL WALL THICKNESS OF NOT LESS THAN 0.040. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND CLOSING AND MAY BE LOCATED INTO ANY SCREEN PANEL OPENING. 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 84 INCHES CENTER TO CENTER. 10) ALL PURLINS AND CHAIR RAILS WILL BE ATTACHED Wlll-I MIN. OF 3 SCREWS INTO SCREW BOSS EACH SIDE. SEE SECTION 1.2.3 FOR PURLIN AND CHAIR RAILSCHEDULE. 11) ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE WITH N.E.C. 4) ALUMINUM SURFACES IN CONTACT WITH UME-MORTAR, CONCRETE OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHED ALKALI -RESISTANT COATINGS SUCH AS HEAVY -BODIED BITUMINOUS TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVAL PAINT OR WATER - WHITE METHACRYLATE LACQUER. OF THE ENGINEER. 5) ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS 13)WHEN 6061-175 OR 6001-T6 ALUMINUM ALLOY IS USED IN A WHICH MAY BECOME REPEATEDLY WET SHALL BE PAINTED WifFl TWO STRUCTURE FOR UPRIGHTS, BEAMS, WEE BRACES, WIND BRACES, COATS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAVY -BODIED AND K•BRACES, 6063••T6 ALUMINUM ALLOY MAY BE USED FOR BITUMINOUS PAINT, OR THE WOOD OR ABSORBING MATERIAL SHALL PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES. BE PAINTED WITH TWO COATS OF ALUMINUM HOUSE PAINT AND THE JOINTS SEALED WITH HIGH QUALITY CAULKING COMPOUND_ 14) THIS IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH SCREEN MAX MESH OF 20/20) ROOF AND WALLS. IT HAS AN IMPORTANCE 6) ALL FASTENERS WILL BE 24" C- C MAX. UNLESS OTHERWISE NOTED. FACTOR (Iw) OF 0.77. DESIGN LOADS ARE BASED ON TABLE 2002.4 SCREWS SHALL BE COATED WEATHER SEALED. OF 2004 FLORIDA BUILDING CODE FOR 6 MF,4 , HEIGHT UP TO 30 F1'.. a bG%, - C0>; A-PPLIES o FLILINE INC. THIS PAGE CAN ONL`( BE USED 1025 S. SEMORAN BLVD. 7 •°F ` r -" a ` J— IF THE CONTRACTOR IS , ISUITE1093. AUTHORIZED TO USE THE MASTER FILE MANUAL OR IF WINTER PARK FL- 32792 THE PAGE HAS AN ORIGINAL TEL. (07) 679-7500 -~ % FAX (407) G79--9188 GpR aN F EP iDS ?. : SIGNATURE AND SEAL E—MAIL FLIRIsr 1 q+. ., i 9 os%Ds ECTION 1.2.1 1 DETAILS SCREEN ENCLOSURES CABLE BRACING CAN BE USED FRONT WAI I/g STAINLESS STEED CABIN fN PL6GE OF f<--BRACING 2 CAaE FOR EVERY 200 SQ. FT. CABLE CORNER PLATE 1 /$" ALUM. 704SIONINGS NOTE, All WA1S O\/ER 15" HIGH MUS( Hi\VE 1/2 OR W/ 8 10 TEKS EYEDOLT MORE OF THE CAELrS AT THE TOP OfTHE WALL. ABOVE THE TOP CWJR RAIL MIN 2 DRIVE, PINS OR 7" -- 11 /4" x 1 /4" TAPCON TOP FASTENER 1 1 /2'° BELOW' UTALL- -1P AINLESS STEEL CABLE Y TOP OF CONCRETE, 140 CONC. DECK— NO FASTENING TO PAVERS UP TO 200 SCE. FT. Or.' '!JALL; NO CABLE NEEDED CNER 200 SO. FT.: 1 CABLE PER MRY 200 SQ. FT. NOTE: ALL wALLs OVER 15" HIGH MUST HAVE 1/2 OR 2ND CABLE SET MORE OF THE CABLES AT THE TOP Or THE WA(l. 1ST CABLE SET ABOVE THE TOP CHAIR RAIL. TOP CHAIR RAIL tiV11EN 3RD CABLE SET PANEL EXCEED 56 S.F.—/ WMEOWNER MAINTENANCE RESPONSIBILITY: CABLE MUST REMAN TIGHT AT ALL TIMES. cA6tx. SHOW) SCREEN -CABLE BRACING DIAGRAM BE TIGHTENED PERIODICALLY TO RDAOVE SLAl;K. TO AVOID UAN ;L GONTP.CT A QUAURrt1 SERVICE COMPANY - - CABLE SCHEDULE FOR SCREEN ENCLOSURE. _ I APPLIES f CABLE XITAL'HED TO 1 A 'll , -tE 2"X2"X 1 /II" ANGLECOUNTY. y L q/ 19pvq gg p i 4 3 L 3. a ceyp ]{ pq{" WITH CABLE THIMOL£ DINISI .O ! wr 1 2 1lICO PRES. SLED/CS 3" 4" NO,JINAL 2, 500N • PSJ CCNCRCTE' I fir— 2'X2"X1/8" ANGLE 2.500 PSI CONCRETE 1 3/+"X 1 / a'• TAPCON TAPCON TO INSTALL MINIMUM OF. 1 1/2" FROM DECK ELCE CABLE BRACE MOUNTED ON TOP OF CONCRETE FUI INE INC. THIS PACE CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS AUTHORIZED TO USE THE SUITE 1093 WINTER PARK FL. 32792 p . 1,1J\STE:R FILE MANUAL OR IF w ` THE PAGE HAS AN ORIGINAL TEL (407) 679-•7500 SIGNATURE AND SEAL. FAX 007) 679--9188 GaI Srrk E-MAIL FLO P.Q. SIECTION 1.2.2 1 DETAILS I SCREEN ENCLOSURES 3"x4"xa.o5o" PLATE W/6 TOTAL #14 TEKS ON EXTERIOR DRACING CAN DE USED IN PLACE OF CABLE BRAG1hIG ROOF PURL.IN WALL UPRIGFIT REVISIONS O2/15/05 1-x3'x0.125"3" L.G. K-BRACING CAN BE USEDANGLEW/s ;14 TEKS IN PLACE OF CABLE BRACINGON NrERIOR COLUMN / POST----j X I 2"x2" K-GRACE OYP) 31 /2" • x T x 0.050 PLATE YV 9 TOTAL• 114 TEKS. Lt "x2" RASE PLATE. 3"x4"4.050" PLATE W/6 TOTAL 114 TEKS ON EXTERIOR i ,,r- A i FRIOR ELEVATION l eR:r L--3"x4"x0.050" PLAT[ W/5. TOTAL 114 TEKS PLAN VIEW 1"x2"x0.125"x7" LG_• OOLUmN / POST ANGLE W/ A TOTAL 14 TEKS INTO BRACE do POST 31 1/2"x7"x0.050" PLATE W/rJ TOTAL # 14 TEKS - 3 1/2"x7"x0.050"'PLATE' ® PLAN VIEW W/9 TOTAL' #-14 TEKS }} ILT.S.) I-. ''t I TV KE RACING DERAIL I - APPLIES TOP FOOT OF 2"X2•}c 1/8" ANGLE V o n 1 "x2" CfL1h1 EL NOTE: 1 "X21 CFIAAINEL- " TFRO'T FOOT NOT USED WM-f ALLEQR. FOR2"x3" SCREEN TYPES UPRIGFrTPRIGI-17 NOTE: MUTE: PLAN VIEW M ANGLE ONLY ON . X 2" X 1/8" ANGLE IS ONLY ( H.T.S.) LOAD BEARING WALL I :000IRED ON LOAD DEA UIG WALLS FRONT FOOT TABLE SE x4 x5 x6 x7 x8 x9 1 slIZES 1/4" TAPCON 1 2 2 3 3 4• 4 E1,OTi SIDE 11 o TEX SCREYrs 2 4 4 6 6 8 8 H SIDE I IK:HLIGHT ONE SELECT LOADREARING UPRICF{T SIZES 2"x UPRICITT i'dQTE: NOTE: 1;V'CON muST G4 INTO CONC. CtwR qLJ DECK L 48" MAX. J, MINIMUM OF 1-1/4 IF USE CFWR RAIL _ PAYERS ON DECK. FASTENER TOP FOOT OF WIN. 3-2" S1iS FOR FASTENING ATWILLE)(TEJNO INTO DECK 1-1/4% 2"x2" x 1/8" ANGLE WIN. CFIAIR RAIL, TO F RIGNT ENIN (ETOSS FRONT F007 OF W/ 2-110 TCK SCREWS 4II" tAx. INTO UPRIGHT 2."x2" x 1 /8" ANGLE FRONT FOOT OF 2' x 7" x 1 /0" ANGLE 1V/2 10 SEE ABOVE: TABLE, 1/4" T-APCON TEK SCREWS INTO WALL . FOR FASEMERS- INTO DECK 2"x2"xI/8"ANGLE:- , TAPCON OR THUNDERBOLT 1-1/4' INTO.CONC. DECK CONCRETE DECK ' CONCRETE DECK 1 "x2" SCREEN CFIANNEI. lw tttrrr LD VATION SIDE EL t,5.:•;.Ix"o' TYLATE cc POST CONN'0 _IEs FLILINE INC. ' 3L: USED 1.025 S. SEMORAN * BLV = AUTHORIZED TO USE THE V 1 93 MINTER PARK FL. 32732 •yL<<S xl •_ . MASTER flL£ MANUAL OR If' TEL. (407) 679-7500 THE PAGE I-IAS AN ORIGINAL FAX (407) 679-9188 G N.Rsrll: 0 P'G.-- ; SIGNATURE AND SEAT.. E-Iaf11l PLi byA P,E''It I— q tia, u SECTION 1.2.3 DETAILS BEAM OVERLAP OR GUSSET PLATE FOR CONNECTOR SCHEDULE SEE SECTIOEI 1.2.4 Y'-2"x _040" STRAP AT EACH UPRIGHT & MOWN( BETWEEN RZV s SCREEN ENCLOSURES 02/15/05 4' M< 6#1} 10 'TE1CS ROOF BEAM 2x4 5,6,7,8 9 10. 3-#10, T K UPRIGHTS, W/1 1 10 TETC n uvvr U v AT EACH END 7x KNE RACE AX 2" LIF1 CFIANNEL e N// 10 TEKS m4' IY[Ax.° HOST 4' MAX- HOST STRUCTURE E UPRIGF{T r2," s Ts z'- - o.c- 2"x2" ANGLE KNEE B RACE D ETAI L W/6 # 10 TEKS EACH SIDE. 5" OR 7" SUPER STRUCTURAL GUTTER & KNEE BRACE DETAIL APPLIES nee .9 UKA . BUILDING DIVISION TYP. DIAGONAL BRACE TYP- CORNER ROOF WIND BRACE, PURLIN & CHAIR RAIL SIZING ROOF BEAM PURLIN WIND BRACE WALL UPRIGHT CHAIR RAIL Onn LESS 2x2 2x2 OR x 2x2 2xG 2x3 _ 2x3 2x8 2x3 2x9 2x3 2x3 2_x9 2x3 2x10 2x4 2x4 2x10 2x4 BRACE NOTE- WIND BRACING SHALL, NOT BE REQUIRED WHERE BEAMS AND PURLINS ARE LATERALLY SUPPORTED BY C%INECTION TO HOST. STRUCTURE. NOTE:- WIND BRACING AT aifidENT TO BE WMi.GUSSET PLATE; H CHANNEL OR RECEIVING CHANNEL NO TOE NAILING IS ALLOWED PLAN VIEW - ROOF~ WIND BRACING, PURLIN & CHAIR RAIL DETAIL--, APPLIESPq FLILINE INC. THIS PAGE CAN ONLY BE USED, ` 1025 S. SEMORAN BLVD. AUTHORIZED TO USE TFIE MASTER FILE MANUAL OR IF WINTER PARK FL_ 32.'792 THE PAGE HAS AN ORIGINAL, (EL. (407) 679--7500 SIGNATURE AND SEAL. FAX (407) 6 79-9 188 "co N H SFIEf AA P.C L, E—MAIL ft i31 1 P.C. is SECTION 1.2.4 DETAILS REVSSKM SCREEN ENCLOSURES 02/15/05 BEAMS NOTE: SCREW PATTERN-1' CLEARANCE ON ALL 4 SIDES x 8 1 10 14 X OF THE GUSSET PLATE ORXX BEAM OVERLAP. 2 w 1 10 14 16 16 X X SCREWS ARE TO BE EQUALLY 2x6 1 14 16 16 18 18 x SPACED FROM TOP TO BOTTOM AND SIDE--TO—SIDE. SCREWS .. 2X7 14 16 16 18 la 20 X MUST BE WEATHER ' SEALED. 2x-3 T 16 16 18 18 20 22.22 2x9 , 18 1.8 A181-20 22 22 24 NOTE2x107F31822222424GUSSETPLATETHICKNESSWILL BE EQUAL TO OR LARGER THAN 2x4 4. 4 6 8 X X X 2x5 4 4 8 8 10 X X 2x6 6 8 8 10 12 12 X c 2x7 8 8 10 12 12 14 X a 2xII 8 10 12 12 14 14 14 2x9 10 12 12 14 14116 16 2x10 10 12 14114 1411.6118 10 7E1< SCREWS EACH SIDE OF B.0 M LARGEST' BEAM OR UPRIGI-CT USED. X— NO CONNECTION ALLOWED 14 TEK SCREWS EACH SIDE Or. BEAM X--• NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONS.1alLfTY_ FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUAI-IFIED SERVICE COMPANY - BEAM OVERLAP OR GUSSET PUJE CONNECTION --~- F PPLIES ALUMIt•IU?,l~ PI-r'rSIC.AL PROPE2TIF-S 2xH TWAu TWEB SECTION MODULUSUS 2x4 0.046 0.100 0.935 2x5 0.050 0.116 1.380 2x6 0.050 0.120 1.920 2x7 0.055 0.220 2.375 2x8 . 0.072 0.224 4.080 2x9 0.082 0-3061 5.910 . 2x 10 0.092 0.389 8.531 BUILDIN DIVISION 2.Oo~I- TWALL SELF MATING H0LLOW SEAM TABLE` BEAM ALUMINUM PHYSICAL PROPERTIES sl{CP 1 .',,APPLIES THIS PAGE. CAN ONLY BE USED FLILJNE INC. Y ` QQaY1025S. SEMORAN BLVD, _ IF THE coNTRncroR IS /` cSUITE1003 . AUT-IORIZED TO USE THE WINTER PARK FL. _ 32792MASTERFILEMANUALORIF TEL. (407) 679-7500 = THE PAGE HAS AN ORIGINAL - SIGNATURE AND SEAL. FAX (407) 679-9188 )o rlsli E--MAIL FLq,Q 6L .e. Is}b SECTION 1..2.5 I DETAILS I SCREEP Y ENCLOSURES IO2/ Rr/05 1 i'4"x2" La.G SCi2LVIS 1/4"x2" LAG SCREWS—3/4"x3i/4" 3/4"x3/4" 0 24" O. C4ANGLE MAX— ALUMINUM FERRULEi2.4 O.C. MAX. ALUMINUM FERRULE 3/8"xII" LAG SCRE•lA(,TYP. 7- 3/8"W LAG SCREN/,TYP. 1 EACH SIDE OF BEAM 1 EACH SIDE OF' BEAM SCREEN ROOF SCREEN ROOF [SEAM BEAM 2"x2"x0.125" ANGLE W/ 2"x2"xO.125" ANGLE W/. 4#104J10 TEKS. EACH SIDE TEKS_ EACH SIDE. OF BEAM OF BEAM ANGL£ OPT10NAd_ 1 "x2" SFII}vl OPTIONAL 1 "x2" FOR GUTTER WET} -I FOR GUTTER WITH SPLINE GROOVE SPLINE GROOVE. E3OX BEAM FLAT OR ANGLED) EXISTING ANGLED 3/4"x3/4" OR. PLUMB 1x ALUMINUM FERRULE OR 2x FASCIA- 3/8"XB" LAG SCREW,TYP. q 1 EACH SIDE OF BEAM SCREEN ROOF BEAM 2"x2°xO.125" ANGLE W/ 4#10zTEKS. EACH SIDE OF BEAM 1-1/4"x2" W EACH SIDE OF BEAMLAC_ 2 X2"x0.125" 0EAC OPTIONAL 1 "x24" O.C. ALONG 1 "x2" 2-2'x1 /4" THRU- BOLTS. FORGUTTERWITHSCREENCHANNELSIDEOFREAMW/ HII SPLINE GROOVE ' 1/ 4"x2" LAG SCREWS 0 24' O.C. MAX_ — BOX BEAM FLAT OR .ANGLED) PURUN YffTH TAPCON OR # 10- 3" SCREW 24' k" rr t 1 g 6 r} Y p O.C, WITH 1 TAPCON OR #10- 3" SCREW 71iRU 2"x 2" ANGLF- INTO WALL ON EACH SIDE OF BEAM 3 "' eN 9 a s 5 Jat G. 1" EXISTING MASONRY Ld gr WALL OR STUCCO WALL WITH LAG BOLT OR TAPCON ATTACHING ° TO WALL OR STUD SEE CONNECTION IN. SECTION L2.6 SIDE OF BEAM W/ 2- 2"xl/4' Tl-IRU—BOLTS, C QEAMTO STRUCTURAL, GUTTER DETAILS & TO FASCIA WALL_ . S THIS PAGE CAN ONLY BE USED IF- THE FLILINE 1025 S. SEMORAN BLVI). kl- F•. Q CONTRACTOR IS ALJTHORIZED TO USE: THE MASTER FILE MANUAL. OR IF SUITE 1093 WINTER , PARK FL. 32792 ti• THE PAGE HAS AN ORIGINAL TEL.. (407) 6/9-/500 y SIGNATURE AND SEAL. FAX (407) 679-91IIE3 con HstIEP C- MAIL.. SECTOW 1 2 DETAILS 8 SCREEN ENCLOSURES8 DET~x 3C3URE PURUN CONNECTION TO HOST STRUCTURE TO BE MAXIMUM OF 16^ FROM BEAM AND EACH 1V THEREAFTER CONNECTION OF PURLIN & ANGLE TO BEAM & HOST STRUCTURE BEAM COPURLITN TO BEAM ANGLE TO 8 -A — AND TO HOST STRUCTURE SEE PURUN SCHEDULE BEAM To PURLIN BEAM SIZE VARIES .0 (SEE TAKE) STRUCTURE USE SEE RFAw EAM To PIIRL41NS ABLE Ty VERTICAL IN'di-1 INTO CONCRETE SEE TAq STRUCTURE, USE PURLIN CONNECTIONS ANGLE. ( EACH SIDE) BEAM TO PURLIN SEE TABLE) STRUCTURE USE BEAM CON EQ N o INTO CONCRETE STRUCTURE USE ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTIJR,, USED THISPAGECANONLYBE. FLILINE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED To USE THE SUITE 1093 MASTER FILE k(ANUAL 0 WINTER PARK FL- 3V92 . rg R IF THE PACE FIAS.AN ORIGINAL TEL. (407) 679-7.500 REvr_-)O •tS SECTION 1.2.7 DETAILS SCREEN ENCLOSURES 02/15/05 PUCE PLA:fE Sl_ s RE MIN. 24 INCHES LONG, 1 IN.Cr, LESS HEnFff TH•41 THE DCAM THE SAME MINIMUM 12—# 10 TE1< SCREWS ON EA1CH SIDE Of - THICKNESS AS THE SPLICE BEAM, AND LOCATED NO GREATER THAN 1/3 THE Bc M LENGTH FROM THE ENDANDLOCATEDONOPPOSITEENDS 'rHE THE CUT EVENLY SPACED WITH 1 INCH CLEARANCE AT THE CUT AND ALL SIDES OF THE INTERNAL SPLICE OF )AATED DEAM PLATE TYP = 24" aliPl. 4 1 12" MIN. 12" MIN. SPLICE FOR BEAM SHALL BE ON RAN E COUNTY OPPQCrrE ENDS OF THE MATED BEAM. IL G DIVISION BEAM SPLICE APPLIES_ FOR GUSSET CONNECTION SEE SEC110N 1.2.4 1'-2"x .040" STRAP AT EACH UPRIGHT & MIDWAY BMT EEN UPRIGHTS, W/1 10 TEK AT EACH END KNEE BRACE KNEE BRACE SEE KNEE BRACE DETAILS SECTION 1.2.3 HOSI" STRUCTURE n SPAN DETAIL DOME FLAT OR NO SPLICE CABLE - THIS PAGE CAN ONLY Q_ L7ST! : OQ .' •,;1IFTHECONTRACTORIS1025S. SEMORAN BLVD. AUTHORIZED TO USE THE SUfrE 1093 - MASTER FILE MANUAL OR IF WINTER PARK Ft.. 32792 THE PAGE HAS AN ORIGINAL TEL. ('107) 679-7500 SIGNATURE AND SEAL. FAX (407) 679-91 b8 ccxl • Hs lf w E—MAII n n.in 'o r ; ..n BEAM SPAN i 14D UPRIGHT HEIGHT TABLES SECTION SPAN SCREEN ENC.L.OSURES 6063-T6 ALLOY 1.3 2.1 ,0 B IA- B ,..ES 6061-'145 ALLOY 6061 J6 ALLOY 1201VIPH EXPOSURE iRR. AWMINUM ALL.QY : 6063-T6, 6061=r6, & 6061•-T6 WIND LONG 120MP'H EXPOSURE B ALLROOF S1(L_ES......,........,,.... n_.......,.,A ...w...._____......._....,._._........._,........!!!! ttt----.''''.... mw,.,o.,,.....w,..,...r..... tMX SPANS FOR ROOF BEAMS FOR SCREEN ROOFIPOOI. ENCLOSURES MAX- SPANS FOR WI}i} UP TO 150 MPH WIND LOAD ENCLOSURES 0., jjl 4LL WIND SPEEDS PRESSURE 10 PSF ROOF BEAM SPANS WALL. UPRIGHT HEIGHTS I iterpolation between spans Is permitted. ROOF SPACING (numberof feet) 4 5. 6.... 7- - a. 91 hTterpolat} on between spans Is pemutted UPRIGHY SPACING (number of feet) a. 5. C, 7. $, 9. SPANS fiF GH7S i X 4 - 0 }CNEES 1G'0 14'10 14'0 1X3 1279. 12'3 2 14'4 _ 13'4 12'6 11'11 10-10 10'2 i X 4 - 1 KNEE 20'0 18,10 1810 17'3 1G'3 2 X 4 -.I KNEE 18'4 17'4 16'n i" 11 14'10 10'2 i X 4 - 2. KNEES 24'0 22'10 22'0 211 16' 9 20' 9 20'3 i X 5 - 0 KNEES 19'6 18'2 17'2 16'3 157 15'0 2. EES 17'8 1G'd 1 " 14'0 13'4 127 i - X o - i. Krick 23'6 22'2 21'2 20'3 197 19'0 2 X 5 • i KNEE 21'II 20.4 19'5 I6'0 17'4 i6'7 X 5 - 2 KNEH ES 26'2 25'2 24'3 23'7 3'0 i X 6 -a KNEES 23'2 2V6 20'4 19'4 18'2 1TO 2 X 6 - 0 KNEES 20'11 19'S 17'6 16'6 15'5 14'G i X 6 --tKNE 2T2 25'6 2 '4 23'4 22'2 21'0 2 X 6 - •I KNEE ' 24'11 2.3'5 21'6 20'6 19'5 18'6 i X 6 .2 KN 312 296 28'4 714 26'2 25'0 i X 7 - 0 KNEES 26'2 2.4'4_ 22'9 219 20-0 19'1 7. X 7 - 0 KNEES 237 276 20'0 1675 1775 167 1 KNEE 30'2 28'4 26'9 25'9 24'0 23A 2 X 7 - 1 KNEE 2i7 25'6 24'0 2215 21'5 207 i X 7 . 2 KNEES 34'2 32-4 30'9 29'9 20'0 27-1 i X 8- 0 KNEES _ 32'6 30'4 287 27'2 25'10 24'3 2 X 8- 0 KNEES 29'7 27'G 25'd 23'10 22'4 1.1'3 36' 6. 34'4 327 31'2 29'10 28'3 2 X 8 - 1 KNEE 337 31'6 29'4 27'10 2G'4 2.5'3 i X 8 -?. KNEES 40'6 3(l 367 35'2 33'10 32'3 t X 9 - 0 KNEES 35'9 33'4 31'S 29''11 28'1 26'6 2 X 9 - 0 KNEES 31.0 30'2 29'7 2. F8 24.0 2210 i X 9 - 1 KNEE 39'9 37'4M 35' 533' 11 32'1 30'6 2 X 9 - 1 KNEE_ 35'0 34'2 137 29'8 2e'0 2G'10 i X 9 -2 KNEES 4j'9 41'4 39'5 3T11 361 34'6 i X 10 - o KNEES 44-4 4V4 39-1 37.3 35-8 34-4 2 X 10 - 0 KNEES 3T6 36.1 34-0 327J 30'0 297 t X 10. 1 KNEE 48'4 45'4 43'1 41'3 39'6 3II'4 2 X 10 -1 KNEE 41'5 44'1 38'4 36'J 34'8 JJ'7 2 X 10 - 2 KNEES 52'•{ 49'4 47`I 45'J 43'II 424 Inter olation between spin is ermitted. Intro tr.tfan between sins Ls c miticd. 07E 1: Roof spnns usinh knee braces are figured for knee Grates f 4ft on Uno horizontal. The difference In the knee brace length of uss than or greater than 4R on the horizontal will.be deducted from r added to vie the s an. NOTE 3: Spans and heights usiri9 knee braces are used only for dome, flat, and no splice able roof st les. NOTE 4: When using spans or hefghts In bold bordered areas - site. specific sealed engineering and layout drawings are required when enclosure is 40ft or greater in distance from host structure regardless sf lIchdirection beams span) and/oq,r`pri9ht. height Is20Rorgreater, M • f=LILINE INC. ':`•',",2 t( 1(f < `S: ; 1025 S. SENIORAN BLVD. SUITE 1093 WINTER P FL 32792 TEL, ( 407) 09-7500 YIJCD 2l1. + r PAX (407) G79.91Q3 C • edon 1-SH)p3ctl,'j0'}li i •• OTE 2: Wall spans using knee braces are rigured for knee braces t on he e knee ference in sthan orgreater thanfata) The4tf on the vertlenal willbe race lon1th of deducted from nr added to the s an,y p- WW, 1' HIS PAGE CAN ONLY BE USED BY A ON TRACTOR THAT 13 APPROVED TO USG: THE 41ASTERFILE MANUAL OR THE PAGE HAS AN HAS RIGINAL SIGNATURE AND SEAL.'.