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HomeMy WebLinkAbout2783 River Landing Dr (2)11/22/2011 20:52 4078307778 SUN STATE SIDING PAGE 03/05 RECEIVED NOV 2 9 2011 CITY OF SANFORD BUILE, & FIRE PREVENTION BY: PERMIT APPLICATION ,r ac Application No: I �" Documented Construction Value: $ �a Job Address: !?2� R, m r d 1 n o; :Dr • Historic District: Yes ❑ No Od Parcel TD: Zi- " 11 3 0 - E5 54 — 05200 z om 0179 Zoning: Description of Work: 6 c n enc jo mac: r z- w ie � F•I roc,f' ems, r r 6t 2q Plan Review Contact Person: Q.,I :ka k e r- Title: Pre -5 Phone: 46-1 410 - g q A 9 eti 1 Fax: 31x5 3194 E-mail: - 22n6t 4eg- a i na@aa1:Cbn Property Owner Information Namekip 1`n t5 Phone: �7 Sal 1� Street: = 3 Color %i al Cc' NW � `� ' 2.00 Resident of property?: Q0 City, State Zip: jLp40e, Mar , FL 327'f fd Contractor Information Name Jv►1 S"uA-t 1�'% 81 r14. Phone: 4o l `Ke 1- 998q aill - 407 9W--/-778 �e Street. 5\0 Luke- L e r�e-l14 'ar Fan: qO 1 City, State Zip: State %cense No.:-'5ZQ484Q ArchitectlEngineer Information Name: 5<1- 1(14-� �:n 4 ; nzer1y)a, Phone: -59% 'W? - ?� Street: 4 1!21 1%, r U C9 3{' Q- Fax: 3� 6'7 'IPS P City, St, Z1p:Pc)r� �fc�anCrt �L 3�l Z7 E-mail:; »r1n+� �L6• 641n Bonding Company: Address: Building Perla # D Square Footage: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical D New Service — No. of AMPS: MCChaniCal D (Duct layout roquirod for tww systems) Plumbing 17 New Construction - No. of Fixtures: Fire Sprinkler/Alarm D No. of beads: 11/22/2011 20:52 4078307778 SUN STATE SIDING PAGE 04/05 Lry �- Gtr Application is hereby made to obtain a permit to do the work and insWiations 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 conamcdon in this jurisdiction. I understand that a separate permit inns# be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. O'WNER'S`AFFIDr).VIT: I certify that all of the foregoing information is accurate and that an work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCFZdENT MAY RESULT LN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NQIICE: 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 additionW permits required from other govcriunental 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. The City of Sanford requires payment of a plana review fee. A copy of the executed contract is required in order to calculate a plan review charge, If the executed contract is not submitted, we reserve the righs to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contrtwt is submitted, credit will be applied to your permit fees when the EmA A Wffn W COMMISSION0DD813407 rZ 2012 Owner/Agem is ,� Penonal)y Known to Me or Produced ID ' ' Type of ID Q=&Q-1X�-4E — H-0-11 Signature of Cont=TOr/APW Date DONALD G, i��tsStAt'tL �fC Print Coa =W/Agen $ N8M Sipawe or'No W -Sate of Florida Date ContractorlAgent is Personally Known to Me or Produced M Type of M APPROVALS: ZONING: UTILITIES: WASTE WATER.- ENGINEERING; ATER;ENGINEERING: FIRE: BUILDING: 30 / COMMENTS: SUN STATE SIDING, INC. 510 LAKE LENELLE DRIVE CHULUOTA, FL 32766 407 830-7778 phone 407 365-3194 fax Submitted to: M/l Homes of Orlando, LLC 300 Colonial Center Parkway, #200 Lake Mary, FL 32746 PROPOSAL State License SCC048423 PROPOSAL# 1 DATE 10/27/09 Job Location: Riverview Townhomes Model: Lexington We propose to furnish all the materials and perform all the labor necessary for the completion of: Furnish and install screen room on existing slab with 3" Elite panel roof $1,950.00 with 12" overhang, extruded drip edge fascia, 14' of 6" gutter and (1) 3 x 4 downspout, (1) 3' 0" x 6' 8" screen door, 18 x 14 charcoal screen, finish caulk both sides. Chair rail height 36" COLOR: WHITE OR BRONZE All material is guaranteed to be as specified and the above work to be performed in accordance with the drawings and specifications submitted for the above work and completed in a substantial workmanlike manner for the sum of: SEE ABOVE With payments to be made as follows: PER CONTRACT Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado, and other necessary insurance upon the above work. Workman's Compensation and Public Liability insurance on above work to be taken out by Sun State Siding, Inc. THERE WILL BE A $50.00 BOOKKEEPING CHARGE IF THE INVOICE IS NOT PAID IN 30 DAYS. Submitted by DONALD G. GEISSLER, JR.. PRESIDENT This proposal may be withdrawn by us if not accepted within 30 days. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to perform the work specified. Payment will be made as outlined above. Signature Date Printed Name Land Surveyors 768 Douglas Avenue,.Altamonie Springs, Florida. 32714 (407)788-8808 Member m tyre Fiarida Swwying and,Ml XmV PO=f' end Amerfcen Congress c n Swveyfng and Mapping Map of Survey CITY OF SANFORD • gIIILD! , PI AN REVIEW PLANIONG AN9 DEVELO MENT SERVICES SC2cs" Qmh APPADdED �� Eu r C Rcr�� Dam, � • �, • PERMIT # I Lot 188 Thad &A'. Trad'A' Lot 187 NwrWOW rWWM=WA&r4rWr4&® N89"58'13'E ® © a ®o Lot 186 Ira P `� rte �e n. C Lamm numt,► ftZe" Odom AAeebo &atom ! O C . 49W0 j ISAWW VD Lot 179 Lot ISO Lot 181 Ld JiZ T Lot o Lot 178 On Lot !di Lot !fw � Lot 185 � ♦ K e A � !Ad _ � PCP LEGAL DESCRIPTION N 89'S8'13'E 165.01' MEL ay 384.61 �— N 89°58'13' ErS09.44 CIL River Landing Drive (34' Miq Thad 'B'Aoaess rtiw74 PON 4&W Loll 179, , 'Riverview Townhomes Phase 11; a2=%*U9bf Wpfdfherea/asreooldledbpWbook75atp.W5)51-68 of'CreprMareoor I ohSan b=& faowrq. FA*f& FLOW HAAAW a4TA: Thepwcddc n hrerean fres vA*i RoodZbw 7r awa y irp & fhe food brsurarrfre Rate Awa cwwnwWpanel nwnbw 12MW OO6Wddpd92&2W.. AbodZo w dearn tnft, "wparlbmre0bypWft pbmiy aanh,�ood D+wrrarroe RO& Mkpe provhded by F9K ft liewwrrAV rwe perfp,, by 0* firm fn de 0 v*re ffhismne. The acadmne 1v-1 - ran anlybe detama210 byan ah - aflon study. We asswrre no respen *ft fbracWOw*W aonai01 , Geneml Notes: 1. This is a 8OUNOMY Svc ay p fw,. d n ft field oR �RoPOSEO . 2 Ab awW a b*w or subswfm ufitiy instWbdorm andwgmund /nrp vmneio or SYb6YffaOEl�efIWQllaOadllnenfb'i zany. MRYe/DCitad. a Bulft an shown ars b Me erderbr utft& ed bwWebw sudkv or fomrboard. 4. EAwsM= shown be►so %-I arty, am asswnad and was obfained fiom approved Co aftnObn pW= pmvidad by, Me Gent unfesa ogwwlse noted and are shown orry fo dapW ft plgposed o►acbra! 070perroe in eleveftn net" b Me assumed ferrrporeryBendrma►k shown I/e/eon. !i The parcel slrorrrr /rasorr is sub�d to aB eastnradar reservation:; msbicftm and 1Ztghtsd+ray o/reoord wAe+fberdepfcbd or not on Cris doorme t No seardr c/Cre Pubk Reeolas has been nada by this oOka & The bW de4 p4 Pip , uUm hereon is as fFnfbhed by r No 7. PktOed and meaund dgbmw acrd d m*ms ars fhe dame unless oererwtw noted a coos dm &"W maybe mads kr Cie orrgf w O waa cft oaty. • Darotes•K'hon rod wM plaslfe carp msrhed LB4937. orM'kw rod wO rad pbsft cap nmftd'V fbress Cornet, unless oCrenWw noted o DMOW P.C.P. (P&rmane d oonbdpolnv a Derr W Pamarad Role enoe Mbvnenenf 02011 Hm d Aasoda0ea br¢ Ageofs msarved DeraeL Amnieniedol P.SK Apodu dSUM }kar 6 Arsodift or, &A* OfAW b LO 10.77 SOR4CIM Fra t 21.S Sits : T. Ir Raaf: 4.5' Ot -:iybBff< C,W 124.83 f S4RM a4SEThe bearfriys drown hereon are basad upon flra Ind pfatbov+daryasbftAW 1OW W.. Vatkal dahm is based on wghawfrlgpfans as pmw* d by Ohe dent prspwedbyEvar Erohee►ir, b r- Job# 12DO1. Legend ® TemporeryBanderrsA o5 QRA Oftet OfR wApopdsawk lessurreddeAny Pa pwa a am 8BC*Of6drawk PC A wafonWwa COL OWE** PCR P*dofCVMp t WCWWAM C"kVb CabuWad P.C.P. Pdnrwrentonbdpw oe ONNOam0 PG PAMPlnnsnenrl7dbanos Pew Morwnan CD Qu Chord cbmebfirrsnvnt RB �dA.9', 9L CrELEY Ae►Of , p"p ae) P.QR rhp powd omewtr+emerY MOL EL far soon (Msasu" P.L P W *f l YlJiPCTlorr Pa Pin1t Acv Fowid RhlabedFbwEAp PM, , PRR PT. Powaf -Uncwrrfws paw erTlrpewy fP. bon AW R RXW LR bon Rod RAD Rodd Line L ArtLtapM LB Lfoented ausbinsa AW La Lerdswr"W Talc rarrpwwyaerdrrrwb Mev Mevswed TYR TOW UVOUM AWOrd Disk -04. Feaoeali dwa*w Not Not Radd 7F ftirrceafaborlseebaeiW Sketch of Legal Description `— This is Not a Survey sm Dir M W. CW fpleefbedb . W MWFA, Prefaiarad 16t* raas Job PAHO .O7.OW-M &W& 1'-40' pWPlanpWfW Mdtllti-1O-ff Fofa ONO SMW.. • Rad swwj. A 1 Roo, 1/4 ( ' SUN STATE SIDING, INC. sr 510 LAKE LENELLE DRIVE (ZI V lZV EVA Lo -r ITq CHULUOTAFL 32766 DONALD G �GEISSLER, JR. 2783 RIvE� L�►��I� 'DrZ- SpC 23 447 8 0-7778 PHONE/407 365-3194 FAX GP1i1• -y Ex�st►w � I II wAi.�. o LAN Aez 6trM9 3x�1�ls , FKDNr wAu_ SIVE wAu s �DooR loCA1� r4*y �pR� Defm Afrwr SA9� Ex�sr IL"O, N. I 3'�L�rti PHtJfI. AT mc.4 To 7 FAs�IA � Sw►'E � �xMia s y yz'/l' r z" o. N.(T v) i fxlsr "Pf S ALUMINUM STRUCTURES DESIGN MANUAL STATEMENT 1 hereby certify that the engineering contained in the following pages has been prepared in compliance with ASCE 7-M and the writers interpretation o1 The 2007 Florida Building C;lde with 2009 Supplements, Chapter 20 Aluminum, Chapter 23 Wood and Part IA of The Aluminum Association of Washington, D.C. Aluminum Design Manual Part IA and AA ASM35. Appropriate multipliers and conversion tables shall be used for codes other than the Florida Building Code Structures sized with this manual are designed to withstand wind velocity bads, walk-on or five beds, andlor loads as listed in the appropriate span tables. All wind bads used in this manual are considered to be minimum loads. Higher bads and wird zones may be substibded. Pursuant to the requirements F.S. 489.113, Subsection 9, the following requirements are hereby listed: 1. This master file manual has been peer reviewed by Brian Stirling, P.E. x34927 and a copy of his leper of review and statement no financial interest is available upon request. A copy of Brian Stirlings' letter is posted on my web site. www.lebpe.com. 2. Any user of this manual, for the purpose of acquiring permits, must be a licensed Archdect, Engineer, or Contractor (General. Building, Residential, or Aluminum Specialty) and are required to attend my continuing education class on the use of the manual prior to becoming a authorized user and bi-annua Ity thereafter. 3. Structures designed using Onix manual shall not exceed the Omits set forth in the general notes contained here in. Structures exceeding these limits shag require site specific engineering. INDEX This packet should contain all of One following pages SHEET 1: Aluminum Structures Design Manual, Index, Legend, and Inspection Guide for Screen and Vunyl Rooms. SHEET 2: Checklist for Screen, Acrylic b Vinyl rooms, General Notes and Specifications, Design Statement, and Site Exposure Evaluation Fane. SHEET 3: Isometrics of solid roof enclosure and elevations of typical screen man. SHEET 4: Post to base and purlin details. SHEET S. Beam connection defals. SHEET 6: Knee wall, dowel and footing Cetalls. SHEET 7: Span Examples, Beam splice locations and detail. Alternate self-maliN beam to gutter dotal SHEET 8-110: Tables showing 110 mph frame member spares. SHEET 8-120: Tables showing 120 mph frame member spans. SHEET 6-130: Tables showing 130 mph frame member spans. SHEET 8-140: Tables showing 140 mph frame member spans. SHEET 9: Mobile home attachment details, ribbon footing detail, and post to beam and anchor schedules. SHEET 10A: Solid roof panel products - General Notes b Specifications, Design Statement. design load tables, and gutter to roof details. SHEET 10B: Roof connection details. SHEET 10C: Roof connection details, valley connection elevation, plan d section views, pan b compostite panels to wood frame details, super d extruded gutter to pan roof details. SHEET IOD: Roof to panel details, gutter to beam detail• pan fascia a gutter end cap water relief detail, beam connection to fascia details, pan roof arhoring details. SHEET 10E: Panel roof to ridge beam @ post details, typical Insulated panel section, composite roof panel with shingle flash details. SHEET 10F: Tables showing allowable spans and applied bads for rise) panels. SHEET 10G: Manufacturer specific design panel. SHEET 10H: Manufacturer specific design panel. SHEET 11: Die shapes b properites. SHEET 12: Fasteners - General notes b specifications. Design statement and allowable loads tables. EAGLE 6061 ALLOY IDENTIFIER^' INSTRUCTIONS FOR PERMIT PURPOSES To: Plans Examiners and Inspectors, These Identification instructions are provided to contractors for permit purposes. The detail below illustrates our unique'raised' external identification mark (Eagle 6061-) and its location next to the spline groove, to signify our 6061 alloy extrusions. It is ultimately the purchasers / 00ntrector5 responsibility to ensure that the proper alloy is used in conjunction with the engineering selected for constnufbn. We are providing this identification mark to simplify identification when using our 6061 Alloy products. A separate signed and sealed certification letter from Eagle Metals will be provided once the metal is purchased. This should be displayed on site for review at final Inspection. The Inspector should look for the Identification mark as specified below to validate the use of 6061 engineering. 0C*1 EAGLE 6064 I.D. DIE MARK LEGEND This engineering is a portion of the Aluminum Structures Design Manual ('ASOM') dvvrlooed ann owned by Sennet Engineering Group. Inc. ('Bennett'). Contractor acknowledges and agrees that the following cun6Wrts are a mandatory prerequisite to Conuactoes purchase of these materials 1. Contractor represents and warrants the Contractor I.I. Is a contractor licensed in the state of Florida to build the structures encompassed in the ASDM; 1.2. Has attended the ASOM training course within two years poor to the da:^ of the purchase; 1.3. Has signed a Masterfile License Agreement and obtained a valid approval card from Bennett evidencing the license granted in such agreement 1.4. Will not alter, amend, or obscure any notice on the ASOM; I.S. Will only use the ASOM in accord with the provisions of Flnrida Status sectron 489.1IN9)(b) and the rotes limiting the appropriate use of the plans and the caladations in the ASOM; 1.6. Understands that the ASOM is protected by the federal Copyright Act ind that further oistAbution of the ASUM to any third party (other Ihan a local building department as part of any Contractors own work) would constitute infringement of Bennett Engineering Group's copyright and 1.7. Contractor is soley responsible for its construction of any and all structures using the ASOM. 2. DISCLAIMER OF WARRANTIES. Contractor acknowledges and agrees that Jw ASOM is provided "as is' and'as available.' Bennett hereby expressly disclaims all warranties of merchantability, fntnew for a particular purpose, and non -infringement. In particular, Bennett its officers, employees, agents, representatives, and success3m, do not represent or warrant that (a) use of the ASDM will meet Contractors requirements (b) that the ASOM is free from error. 3. LIMITATION OF LIABILITY. Contractor agrees that Bennetts entire liability, if any, for any claim(s) for damages relating to Contractors use of the ASDM, which are made against Bennett, whetter based in contract, negligence, or otherwise, shall be limited to the amount paid by Contractor for the ASOM. In no event will Bennet: oo liable for any consequential, exemplary, incidental, indirect, or special damages, arising Irom or in any way related to. Con7actoes use of the ASOM• even if Bennett has been advised of the possibility of such damages. 4. INDEMNIFICATION. Contractor agrees to indemnity, defend, and hold Bennett hornless, from and against any action brought against Bennett• by any third party (including but not limited to any customer or subcontractor of Contractor)• with respect to any claim, demand. cause of action, debt. or liability, including reasonable attorneys' fees. to the the extent that such action Is based upon, or in any way related to. Contractors iae of the ASDM. CONTRACTOR NAME: — J/60 CI L-✓ 6 (3 C (S7 LL -1t, v • CONTRACTOR LICENSE NUMBER: 54 f0 q 3 `Z3 COURSE 0 0002299 ATTENDANCE DATE: 1 —20-10 CONTRACTOR SIGNATURE: Q,�eJ SUPPLIER rZ. 0(-. Lf— BUILDING DEPARTMENT CONTRACTOR INFORMATION AND COURSE 00002299 ATTENDANCE DATE 4AS BEEN VERIFIED: (INITIAL) INSPECTION GUIDE FOR SCREEN AND VINYL ROOMS 1. Check the building permit for the fol;owing; 4 • n Yes No a. Permit card d address . . . .. .. . . . . . . . . . — — b. Approved drawings and addendums as required . . . . . . . . — c. Plot pian or survey . . . . . . . . . . . . . . . . . . . — — d. Notice of commencement . . . . . . . . .. . — — 2. Check the approved site specific drawings or shop drawings against the 'AS BUILT' structure for. Yes No a. Structure's length, projection, plan b height as sham on the plans . . . . ... — — b. Beam sizes, span, spacing d stitching screws (d required). . . . . . . . — c. Purtin sizes• span d spacing ... . . .... . — — d. Upright sizes, height, spacing 6 stitching screws (if required) — — e. Chair rail sizes, length 6 spacing. ... ... .. .. . . .. . .. . — — f. Knee braces are property installed (d required) . . .. . . . . . . . . — -- g. Roof panel saes. length d thickress. . . . . . . . . . . . . . . 3. Check load bearing uprights I walls to deck for. Yes No a. Angle bracket size d thickness . ... . .. . . . . . . . . . . . . — — b. Correct number, size 6 spacing of fasteners to upright . . . . . . . . — — c. Correct number, size 3 spacing of fasteners of angle to desk and sole plate . .. . — — d. Uoright Is anchored to deck through brick pavers then anchors shall go through pavers into concrete . . . . . . . . 4. Check the load bearing beam to upright for Yes No a. Receiver bracket. angle or receiving channel size 3 thickness b. Number, size b spacing of anchors of beam to receiver or receiver :o host structure — — c. Header attachment to host structure or beam — — d. Roof panel attachment to receiver or host structure . . . . . . . . . . — e. If angle brackets are used for framing connections• check number, siza 8 thickness of fasteners. . . . . . . . . . . . . . . . . — — f. Post to beam attachments to slab 5. Check roof panel system for. Yes No a. Receiver bracket angle or receiving channel size 8 thickness . . . . . . — — b. Size, number b spacing of anchors of beam to receiver . — — c. Header attachment to last structure or beam . . . . . . . . . . . . . . . . — — d. Roof panel attachment to receiver or beam .... . . . .. . .. . . . . ... — — Notes: PERMIT # - 3xp-� PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF HIGHWAY SAFETY b MOTOR VEHICLES DWION OF MOTOR VEHICLES RULE 15C-2, THE SPAN TABLES, CONNECTION DETAILS, ANCHORING AND OTHER SPECIFICATIONS ARE DESIGNED TO BE MARRIED TO CONVENTIONALLY CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES AND MOBILE HOMES CONSTRUCTED AFTER cR 1984. THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE BASED ON THE LOAD REQUIREMENTS FOR THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS. J . C Z W W Q 0 0 Z 0 z W r - H j D W} W tD? E �0 n N> ~� a'o V �W oil J til (0 H } J Z v 0 Q o FQ ZZ c �W �W to W Z .l v Z IX 0 e �Nw LL J r Q lit 2�� J C � LL a Uj 2 mine a woLL c � of Q J m m �or 9 LLQ N xt tl m . - ii C_0 o 3CL ui a Z Z Z W W W U O O U) W W Z 3 W 0 3 a Z Ir O W 0 3 Z 0 W U O 0 a W K W to O O Z 0 0 m r JOB NAME MI N0ML S v SHEET ADDRESS: I -CE I7`i Z�83 Rldrre �/a p� Z 17'R Li 40 m DRAWING FOR ONE PERMIT ONLY 08-12-2010 OF 12,0 True and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennett on August 17, Z010. DESIGN CHECK LIST FOR SCREEN, ACRYLIC & VINYL ROOMS 1. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with The 2007 Florida Building Code Edition with 2009 Su�pp}�ments, Chapter 20. ASM35 and The 2005 Aluminum Design Manual Part 1•A d Ikk Exposure 'B' V w 'C'_ or'D'_; Importance Factor 0.87 for 100 MPH and 0.77 for 110.LtPH and higher; 120 MPH of _MPH for 3 second wind gust velocity load; Basic Wind Pressure _, Design Pressures for Screen I Vinyl Rims can be found on3A-ii: a. 'B' exposure = J PSF for Roofs d MPS; for Wags b. 'C' exposure = _PSF for Roofs d _PSF for Wags c. '0' exposure = _PSF for Roofs d _PSF for Wags Negative I.P.C. 0.18 For 'C' or *D' exposure design bads, multiply'S' exposure loads by factors in table 3AC on page 3w. 2. Host Structure Adequacy Statement: I have inspected and verity that the host structure is in good repair and attachments made to the 6WV, A20 solid. GIz I5Agk OZ Phone:167- 7iaif ° 9T QCY,7.d p' N e (PI se print) Date: Contractor / Authorized Rep* Sgnatts M I I&T I -M R I.JIEEV1 SA\1 Job Name d Address Note: Projection o1 room from host structure shall not exceed 16. 3. Building Permit Application Package contains the following: Yey No A. Project name 8 address on plans . . . . . . . . . . . . . . . . . . . . . B. Site plan or survey with enclosure bcatlon . . . . . . . . . . . - C. Contractors I Designers name, address, phone number. S signature on plans 0. Site exposure form completed .. . . . /10' s - E. Proposed project layout drawing @ 1/8' or 1cale with the following: 1. Plan view with host structure area of attaWrrent, enclosure length, and . - projection from host structure / 2. Front and side elevation views with all dimensions b heights - 3. Beam span. spacing, 3 size . . . . . . . . . .. . . . . . . . . . . . . . - (Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing. 8 size . . . . . . . . . . . . . . . . (Select uprights from appropriate 3A.2 series tables) - - (Check Table 3A.3 for minimum upright size) S. Chair rail or girls size. lenggl a spacing .................. - - (Select chair rags from appropriate 3A.2 sanies sables) / :6. Knee braces length, location. d sae . . . . .... . . . . . . . . . . . . . - �L (Check Table 343 for knee brace size) 4. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam b puriin tables w/ saes, thickness, spacing, E spans / lengths. Indicate . - Section 3A tables used: Beam allowable span conversions from 120 MPH wind zone, "B* Exposure to _MPH wind zone and/or'C' or *D' Exposure for bad width_: .Look up span on 120 MPH table and apply the following formula: SPAN REQUIRED ---i F_ REQUIRED SPAN NEEDED IN TABLE _1_(bord)= EXPOSURE MULTIPLIER (see this page 3) B. Upright tables w/ saes, thickness, spacing. d heights . . . . . . . . . -- (Tables 3A.2.1, 3A.2.2, or 342.3) - Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to _MPH wind zone and/or C Exposure for bad width_ Look up span on 120 MPH table and apply the following formula: SPAN REQUIRED ___1 F_ REQUIRED SPAN NEEDED IN TABLE _I_(bord)= 100 t0A EXPOSURE MULTIPLIER 1.14 1L0 (see this page 3) Yes No/ C. Table 3113 with beam a upright combination If applicable . .......... . - - D. Connection details to be used such as: 1.05 1.07 1. Beam to upright 13.0 1.00 2. .............................. - 7 3. Beam to wag . . . .. . . ... . . . . . ... . . . . . . . .. . .. . - 13.3 4. Beam to beam . . .. . . . . . . . .... . . . . . . . . . .. . . . 159 S. Chair rail. purlins, a knee braces to beams a uprights . .......... g ExWded gutter connection . ... ......... . . . . . ... . - .. . - 7 E. U -clip. angles and/or sole plate to deck . . ... . . . . . . . . . . . .. . - 093 Foundation detail type 8 sae . 0.94 - • Must have attended Engineers Continuing Education Class within the past two yeah. 17A •• Appropriate multiplier from page 1. 087 21.0 GENERAL NOTES AND SPECIFICATIONS I. Certun of the following structures are designed to be married to Site Built Bbd:, wood frame or DCA approved Modular slructuret of adequate structural capacity. The contractor / home owner shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. 2. If the home owner I contractor has a question about the host structure, the owner (at his expense) shall hire an architect or engineer to verify host structure Lure capacity. 3. The structures designed using this section shall be limited to a maximum projection of 16, using a 4' existing slab and 20r -W with a type II fooling, from the host structure. 4. Freestanding structures shall be limited to the maximum spans and size limits of component pans. Larger than these limits shall have site specific engineering. S. The proposed structure must be at least the length or width of the proposed structure whichever is smaller, away from any other structure to be considered free standing. 6. The following rules apply to attachments Involving mobile and manufactured horses: a. Structures to be placed adjacent to a mobile I manufactured horse shag use 'fourth wag oonstruction7. This applies to utiffy sheds, carports, and I or other structures to be arached. b. 'Fourth wall construction' means the addition shall c e self supporting witn only the roof flashing of the two units being attached. Fourth wall construction is considered an attached stru i tura The most common "fourth wall construction' is a post d beam frame adjacent to the mobile / manufactured home. The same span tables can be used as for the front wall bears. For fourth wag beach use the carrier beam table. The post shall be sized according to this manual and/or as a minimum be a .2' x 3' x 0.050' with an 18' x 2' x 0.044' knee brace at each end of the beam. c. If the mobile / manufactured home manufacturer certifies in writing that the mobile home may be attached to, then a'fourth walr is NOT required. 5. Section 7 contains span tables and the attachment details for pans and composite panels. 6. Screen walls between existing walls. floors, and ceilings are considered infills and shall be allowed and heights shall be selected from the same tables as for other screen wags. 7. When using TEK screws in lieu of S.M.S., longer screws must tie used to compensated for drill head. 8. For high velocity hurricane zones the minimum live load / applied load shall be 30 PSF. 9. All specified anchors are based on an enclosed building with a 16' projection and a 7 over hang for up to a wind velocity of 120 MPH. 10. Spans may be Interpolated between values but not extrapolated outside values. it. Definitions, standards and specifications can be viewed online at www.lebpe.00m 12. When notes refer to screen rooms, they shag apply to acrylic / vinyl rooms also. 13. All gutter systems in which the back of the gutter is at or above the pan nib or above the top surface of a composite panel roof shall have a minimum 2' diameter hole In all gutter end caps or alternate water regal ports In the gutter. 14. All aluminum extrusions shall meet the strength requirements of ASTM 8221 after powder coating. 15. Ali aluminum shag be ordered as to alloy and hardness after heal treatment arA paint is applied. Example: 6063-T6 after heat treatment and paint process 16. Framing systems and room additions using this section of the manual comply w/ requirements of the AAMA / NPEA / NSA 2100.2 for category I, n, a til sunrooms, non -habitable and unconditioned. 17. Post members set in concrete as shown on the following details shag not require knee braces. 118. Aluminum metals that will come in contact with ferrous metal surfaces or eonpete (masonry products or pressure treated wood shall be coated w/ two coats of aluminum metaFandrewsonry paint or a coat of heavybod;ed bituminous paint, or the wood or other absorbing material shag be painted with Sao coats of aluminum house paint and the joints sealed with a good quality caulking compound. The protective materials shat) be as listed In section 2003.8.4.3 through 2003.8.4.6 of the Florida Building Code or Corobolmd Cold GahranaLg Primer and Finisher. 19. All fasteners or aluminum parts shall be corrosion resist:mt such as non magntic stainless steel grade 304 or 316; Ceramic coated, double zinc coated or powder coated steel fasteners. Only fasteners that are warrantled as corrosion resistant shall be used; Unprotected steel fasteners shat: not be used. 20. Any structure within 1500 feet of a salt water area; (bay or ocean) shag nave fasteners made of nonmagnetic stainless steel 304 or 316 series 410 series has not been approved for use w. h atuminum by the Aluminum Associaton and should not be used. 21. Any project covering a pool with a salt water chlorination disinfection system shall use the above recommended fasteners. This is not limited to base anchoring systems but includes all eonnedien types. 22. Screen, Acrylic and Vinyl Room engineering Is for rooms with solid wall areas of less than 40%, pursuant to FBC 1202.1. Vinyl windows are are not considered solid as panels should be :erno�6d in a high wind event For rooms where the glazed and composite panellsogd wall area exceeds 40%, grass room engineering shag be used. SECTION 3A DESIGN STATEMENT ' The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered to be enclosed sWctures designed to be married to an existing structure. The design wird loads used for screen b vinyl rooms are from Chapter 20 of The 2007 Florida Building Code with 2009 Supplements. The loads assume a mean roof height o1 less than 30; roof slope of 0' to 20'; 1 = 0.87 for 100 MPH zone, I = 0.77 for 11G MPH and higher zones. AN bads are based on 20120 screen or larger. All pressures shown in the below table are hi PSF (q/SF). Negative internal oressure coefficient is 0.18 for endosed structures. Anchors for composite panel roof systems were computed on a load width o1 10' and 16' projection with a 7 overhang. Any greater load width shall be site specigcAll framing components are considered to be 6061 T-6 except where noted otherwise. Section 3A Design Loads for Screen, Acrylic & Vinyl Rooms Fxposura re" Hole: Fran" system of ween. v4ryi aro glass moms ere considered to be main trams resistance components. To convent the above beds Som Expoaoe'8' to E>amures'C Or'W We Table 34C next Page. Table 3A -A Conversion Factors for Screen b Vinyl Rooms From 120 MPH wind Zone to Others. Exposure 'S' Load collection Sending Applied Load oenectlon Sending ars d e w b 100 t0A 11.09 1.14 1L0 1.08 11.12 1.011 11.9 106 1.99 12.9 1.05 1.07 LWindZonelAppliod 13.0 1.00 1.00 15.0 1.00 1.00 6S.7 13.3 0.99 0.99 159 0.98 097 150 15.0 0.95 093 18.0 0.94 0.91 o11111 17A 091 087 21.0 0.09 O.es F 20.0 0.87 oat 24.0 085 0 79 Table 3A-8 Conversion Factors for Over Hangs cram exposure -e- to exposure -C Wind zone AppiledLoad Deflection Sending MPH ars d 100 46.8 1.01 1.02 Its 47.1 1.01 1.011 120 48.3 1.90 1.00 123 50.8 0.98 0.97 130 56.6 0.95 0.92 140.1 6S.7 0.90 085 140.2 6s.7 0.90 0.86 150 75.11 0.66 O 80 O Conversion Table 3A -C J J Load Conversion Factors based on Mean Roof Height from Exposure "B" to "C' d "0' a --.--.--.--.--•� 0 Q posun'B' lo'Exposure 9 to i 607 Mean Roof Load Span Multiplier Load span Multiplier Q Height' conversion conversion O Factor Bending I Deflection Factor Bending Deflection 'L I EXPOSURELI ( aQro I I 0 • u' 121 0.91 0.94 IA o.e3 0.88 1s• • 27 129 0.68 0.92 1.54 o.el 0.67 u 27.25 1.34 0.86 0.91 1.60 0.79 O.se QQ 25'* 37 1.40 0.65 1 0.89 1.65 0.78 0.85 W • Use larger mean rod height of hast structure or enclosure LL O values an from ASCE 745 o11111 z j p ; EXPOSURE U 11100 F tL a --'--.J m0 ° t - U z w SITE WW rA SITE EXPOSURE EVALUATION FORM -.--.-- --.--.--.--.--•� 0 Q QUADRANTI F i 607 EXPOSURE k j v I I LL w I 607 I O I QUADRANTIVj 0 'L I EXPOSURELI ( aQro I I leo ( QUADRANTII i I ZG 107 I, ox, L � EXPOSURE z - - ZLL I I o11111 i QUADRANT 111 j p ; EXPOSURE U 11100 tL I L-'--'-- -- -- - --'--.J m0 ° t - NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD z w SITE WW rA USING THE FOLLOWING CRITERL4, EVALUATE EACH QUADRANT AND MARK IT AS'8','C', OR'D' EXPOSURE 'C OR'D' EXPOSURE IN ANY QUADRANT MAKES THE SITE THAT EXPOSURE. w EXPOSURE C: Open terrain wI'h scattered obstructions, including surface undulaidons or other 0: w Ineguledges, having heights generally less than 30 feet extending more than 1,500 feet U. 0J from the building site In any quadrant o m ui 1. Any building located within Exposure 84ype terrain where the building Is within 100 feet K horizontally In any direction of open areas of Exposure C4ypa terrain that extends 0 Ohara 600 feet and width greater than ISO ft. U. 2. No short term charges In V. 2 years before site evaluation and build out within 3 site will be V. ii Z 3. Flat. open country, grasslands, ponds arid ocean or shorelines In any quadrant Der g to,0 W than 1,600 feel J w 4. Open terrain for more than 1,500 feet in any quadrant SITE IS EXPOSURE:EVALUATED BY: U G (� DATE: /r'/ I y y SIGNATURE LICENSE N, SG Co qS L3 LL oe 12 -Will J UM Z U) a0 lifer <M tow o Z 0 �05 � r _J 1, W} ZaE W J 4 N W °0 W LU eh �U Zig 0 J w V -Z B �UNw v i m fA g f c UJ = V) e ZX OZ '- U Z U-' LL (J)0 10 0 .JJ W O r O 31: 2 LL J W rim LU O O x 2 ca CL �0 8 Cjh v m C d CD E � S N LLI Deo Sino c .a Ili a. Z W uj W i tC 0 O i a. 3 W O 3 0. o. Z O J O 3 Z 0 w U a O ula w m O O 7 SHEET Z Z 2 Wt Z W OF 12 p Yrue and coiiect copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennett on August 17, 2010. INTERIOR BE (PER TABLES 3A' HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM (PER SOLID PANEL ROOF SECTION) RIDGE BEAM (PER TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. u z EDGE BEAM (SEE TABLES a' 3A.1.1 a 3A1.2) a 'LW FOR s• // 6 H UPRIGHT EIGHT (h) -- 1'x2' Y 'k— MIN. 3.1/2- SLAB ON GRADE VARIES OR RAISED FOOTING a ak TYPICAL SCREEN. ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS PAGE T W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 7) (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1' x 2' PLATE TO BOTTOM OF WALL BEAM) 'LW` LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 17 •@ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS SEE SECTION 7 FOR DETAILS) (SEE TABLES) w� , I 0. H. SOLID ROOF F Q tu NO MAXIMUM gifP J 0 0 2 N W(ELEVATION SLAB OR GRADE) Q 0 m = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH H y -J J E 2 II } iK 'P VARIES N ;I. -a QC NOTES: riia 3 1. ANCHOR 1- x 2' OPEN BACK EXTRUSION W/ 1/4- x 2-1/4' CONCRETE FASTENER MAX OF 7-W O.C. W cd O to S ANO W/ IN 6- EACH SIDE OF UPRIGHT ANCHOR V x r TO WOOD WALLW/ #10 x 2-//Z S.M.S. W/ U Q o LL WASHERS OR #10 x 2-1R' WASHER HEADED SCREW 7-0 O ' D.C.. ANCHOR BEAM AND COLUMN c7 > — ch 0 INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS ® EACH POINT OF J Z m 0 CONNECTION. 0 U O u y 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P12 + O.H. _ U V O NQ LU W 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A1.3 F 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING V N Z % z CONVERSION: LL W m 1100-1231 130 1 140 1 150 1 it N8 1 #10 1 #12 1 #12 1 Z V o o LL w TYPICAL SCREEN ROOM Q ~ SCALE: t/6-= t' -0'0 J ~ Q O Q � Ucr 3 c 9 as z v� 2 ro O z J WN+ W Z� LL ItsCrO W v o 3 a�LL C ( v L OU. C Umn O G W m 411 O ^� O _ri C >< W xr°DiL K tl LU 0 _J m tu m O~ V >0 m 0 4) i> a F U. t- Wz� F 2 W N 56 0 0 N LU OJ O1 SEAL SHEET tu rn ~ v t W H ru = N � W K U. tD 12 08-12-2010 of O True and correct copy of the original Aluminum Structures Design Manual signed and sealed by Lawrence E. Bennetton August 17, 2010.