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HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE COMPLI: FOR APPLI N T OO BE ACCEPTED Date: �_T_ Permit Number: l'i I a —f3o l5 '� SCANNED BY I-�G� St. Lucie County �- — Building Permit Application o Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential :a. PERMIT APPLICATION FOR: CC PROPOSED INP'R tVE� E T OG. TIIJI ' Address: 16z701 5 Q_t.R,w r �� K Legal Description: LLA--rt, N{ OLa, ^ ©r-31u1—I277 31[9i-7C90— 319Ll 2z79- Property Tax ID #: IIS-11 — 905^ - O 1 c/6 000= •7 Lot No. Site Plan Name: Block No. Project Name: ' rttn 1 ` Setbacks Front ly I [S Back: N t 1T Right Side: -� Left Side: _ bT IFt)� GdTIO'"OFWOR: L.D �- UU(IM f:ErMk7- I 00. a -SIT, RLUCTt(U N ©RM TION': Mona won to epe orme un ert is permit - cneCK all that apply: _Mechanical _ Gas Tank —Gas Piping _Shutters -Windows/Doors _Electric _Plumbing _Sprinklers —Generator _Roof Total Sq. Ft of Construction: Z00 Sq. Ft. of First Floor: Cost of Construction: $ 3 COO �" Utilities: _Sewer —Septic Building Height: OWNED/LSSE•E: CONTR GTOR: Name 0 3 �s� 'renia k < v c f Name:s W vl l- Company: C 0 Ai �� A L Aluw l n,uw (^i c� Address: �9'Z W DTI. 3T City:'�.z.v i �l,P.. State: Ci4 Address: W)Le%p c w l2 I) City: F1 State: Zip Code: #S(0 Fax: Phone No. Zip Code: _3"y7 Fax: E-Mail: Phone No. 7i2 116K 02.8't' Fill in fee simple Title Holder on next page (if different E-Mait: / w '. Aw ? U 7 e AT--+. Nti'r State or County License: s L e- Z 01 Z & from the Owner listed above) If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: _ Name: .�I, S b Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Address: �ZCd Ui .,� 4+4w17 "L�i7 Address: City: Of-hA+w�a Zip: z8// Phone:,07°/`23 Stater kl f-/ City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Name: Not Applicable BONDING COMPANY: _Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installationas indicated. I certify that no work or installation has commenced prior to the issuance of a permit. . St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such . structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Cnmmenremant- Signature ofowner/ Agent/ Lessee Signature of Contractor/License Hold r STATE OF FLORIDA STATE OF FLORIDA COUNTY OF ��. ��� / COUNTY OF �t .Ll((' The forgoing inst-ument w s acknowledged efore me this L day oQ �e j' 20 by The forgoing instr ent wa acknowledged pefore me this day of 20LZ by CcJilliarn T_��y lei/f�crm T l�'ran,bl2, (Name of person acknowledging) (Name of person acknowledging) 00 P4 ROBI11AADAMS �4 MYCQMMISSIoN9EE101684 * * EXPIRES: June9,2015 Bonded TNu8WFtWsiMCas (Signature of Not4ry Public- State of Florida) (Signature of Ndfary Public- State of Florida ) Personally Known �OR Produced Identification Personally Known "- OR Produced Identification Type of Identificationa�4 Type of Identification Produced �: P°eo RDBNt��CommissionN�a une11 :9;20154t;C1o�lfJO )gyutl�Gtbnaa.. * pIRES:June9,20154 Commission No. �'�eora e I BudertNMsq services Thu REVIEWS FRONT ZONING SUPERVISOR PLA VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIE REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ncv. i/4uiv s 1 ' NO CONSTRUCTION MAY BEGIN UNTIL NOTICE OF COMMENCEMENT �� 1l POSTED ON JOB SITE Permit No. /7��/ Tex ID No. f(o- 01N6 DOd�'j NOTICE OF COMMENCEMENT M. State Of 71/onrJ,e• County Of THE UNDER I D re y g ee n ti e t a imp v met i t a made to carte n real r p r , and 1 no o dnn ith C per 713, Florida t tutes, tha f ,lowing i fc met�on prov de in this Notice o mmencemen . Legal DPH i _ of pr e a at eet ad reaa, f avail ble r c. lftii � AL � � CN 6N General description improyementa - J Fee Simple Title holder ,(if other than owner) Address Amount o E Lender Address--1�5Fjy Persona within the State of Florida designated by Owner upon whom noticee 'or other documents may be served as Provided 'by Section 713.13 (1) .(a) 7., Florida Statutes, Name Address .In dddit - to mee f, owner ouaignates of Lienor'a of oe as to reoa vo a ooPy o tlo Statutes. Prov e n Seotion 713.12 (1) (b), Florida Expiration date of notioo-bf GOV one year fro to-o ;,taco, ePeoified). THIS SPAC F�R RECO I 77 The foregoing netrument acknow1�Wogad before me t day ofOd6G0.04:1. r 19, •r ALRRQ, LT ER arsons y L me- RECEIV ED APR- 131g15 (seal) JANi I RIJ F„ FNO AI TA. YPS OR PRRII�NT NAME OF NI '0V PPu DANIEL J. STON6 NOTARY P B IC a9 �CeNNISSION I cc/63M COMMISSION NI ' yp, UPIRESAPRIa,I;Fe `Ri��ARAW CeQVDINO CO.INC. 1- >1L•a� y is is he is s 14 e H. \ "axm o M' N.. N I 1"3 n PN; �o O uNL� (M(ff NAN m n � n r. n 0 x� n FJ , Oy Nn c n yy M• m m� Oro W N 0 6-16-2003 13:02 COASTAL AL AUM 772-468-0287 rA *Plan TOesm. ,»• Screen Room ❑ pool ScreenlCage L Car Port ❑ Patio Cover Other: F`•�D �`�i i€l i5rre:��'rtt.e.er "Jell ' JKeVi�u�lt u *Pro3Got PAW droSSI: 10-201 j'-'oc A`J `br J,0- *(:Arsirarrrr M%"143 AA dadr S-5: �rc1ty. Coastal Aluminum Conatniction Ine. 4205 Metzger Road Ft: Pierce, FL 34947 *cmaii: "y'IhMQ'n �g'7 C� GCif'�f1Et Ghoo5w 4:.riity: eries99 l�5 r .i K j5) IV L'Il�'Llltlei lilts 11l tlyf:� tlU uy DBEK dttt6! lttlte t�arwtt><! � zsrt>ttuatr Engineer. Michael Thompson, MSc, P.E. (P.E. # 47509) 5200 Vineland Road- Suite 250 Orlando, Fl. 32611 of( 407-529-3300 Cell 407-721-2292 Project Manager: Paul Thomas 388.47,4504 Fax 888-923-8181 Email: pluallnumscraendesl 60.vahco com. Website:www.Eljjj nu sm creendesiQn.corntC.n.xs1031 PAGE1 06-1&2ow 13:m COASTAL AL, UM 772-468-OM7 W� No D i Ultimate Wind Speed (mph): Ur Exposed Category: C Risk Category: I $creen Room: kisulited 19 0'a, n.'R" bot. 0. Fiksoli 91 Wall -,-8toidk'0 -.0,644ent.166S."I .0 Uprights 2--X-.3—T0P:,Pj@.je2, X_2__ KickkPlaite __ Pool ScreeniCage, : Dome[] GableO Mansard D Gutter[3 Wall: Block 0 Conventional 11 Beams —X— Uprights —X— Purlin TX_ CarPort: insulated[] Pan[] Fascia 0 Wall; Block El Conventional Beams X Post X Patio Cover: Insulated 0 PanLj Fascla-0 Wall: Block!]* Conventional 0 Beams - X— Post —X— Concrete: -Exisilng 0 New 4"'Sla-biO PierEj Ribbon Fuuiej BX I A2 0 Pavers 0 L 61`�tx U ■® ALUMINUM SCREEN DESIGN Alum(nom & construction Engineering General Notes & Design Standards The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2010 Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -170 MPH (FBC Table 2002.4) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Soil bearing capacity — 2,000 psf Minimum When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com ■ASALUPAINUM SCREEN DESIGN aluminum & Cnnstruc4lcn Engineering —/ Structural Aluminum: t / Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for alumin design. All aluminum shall be 6005-T5 (E=10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced Aluminum Protection: Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails. Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed =170 MPH 2 x 2 Chair Rail = 5'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 Chair Rail = 6'-6" 2 x 3 Purlins = T-6" 2 x 3 Wind Brace = T-9" Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be''/d' Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM At85 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alienment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aiuminumscreendesign.com •�ASALUMINUM SCREEN DESIGN Aluminum & ConSITUCII n Englneering Cables: `AIW417 Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of scr n enclosure. Contractor shall secure cable to top of column located at each comer and where there is a different in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ftz •th bottom each end of cables secure to concrete slab with a minimum 3'PASTM A-36 steel clip with 2-1 V2" x 4. tapcons or equal. Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 170 MPH CIUTAPFI WALL&PMSSCflFiHB IPlIpFW.#FMC<GSI.RES � ROOi VANR4 SG£ Rwilpn I>+nPnofSwnl �wJ+[M Pee! Swn :x3 r-B' Ya as 2%4 MT. 3Y9 ll'-0' 1G•Y 9'M' P... IWI Nl..Fll.LCAGl ENCLe5UR15 9WFCAHELS SaE Prof SwP 0.aPt wn •M> epm •tairtn Wm: _Spwnt•4'-0' tremt•4'Y�' ftalvm •Mwbnvn&Ln 'svub{•nY I een Raofswn I ti6vland Faol swn SSA ]aq- 13'•r II'd' I'Spmn4i'. YSwns iC•9' B-Sc+nF w'A' 335 IYA' IT.4" IS'a"' t%4 31'a' � 39'-1' IYi' 7 IB'd 3P'd' "s Ill zr- S 35'-Y ZXB 2vd 2r-r RYC' QnP' IYr 3NI0 3S4' I i0'-11' 301W Upright -Pool Cage Enclosures Upright 170 MPH SIZE Height 2 X 4 9'-3" 2 X 5 10'-9" 2 X 6 11'-9" 2 X 7 13'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com r Planning & Development Services Building 8 Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)162-2172 Fax:(772)462.6443 December 15, 2014 20128 COASTAL ALUMINUM CONSTRUCTION INC WILLIAM T DRAMBLE 4205 METZGER RD FT. PIERCE, FL 34947 RE: Building Permit Number 1412-0015 REVIEW COMMENTS FOR CONTRACTOR RECE ED JAN - 6 2014 Public Works St. Lucie County, FL Page 1 of 2 As of today's date the owner listed on your application is being notified along with yourself that the referenced buiding permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION 10725 S OCEAN DR 745 JENSEN BEACH, FL 34957 APPLICATION INFORMATION Permit Number: 1412-0015 Permit Type: ALUMIN CARPORT/SCR RM - EXIST SLAB REVIEWS AND COMMENTS Review Tyte Sta us FRONT COUNTER REVIEW COMPLETE Comment: DOCUMENTS MISSING PENDING 1211/2014 2:58:49 PM Comment: OWNER INFORMATION ROBERT C FEATHERER 793 W 8TH ST BENICIA, CA 94510 Stories: 1 Reviewed By Date Started DEANNA GIVENS 12M/2014 DEANNA GIVENS 12/1/2014 NOTICE OF COMMENCEMENT ZONING REVIEW COMPLETE LYDIA GALBRAITH Comment: PLANS EXAMINER REVIEW INCOMPLETE JOE CICIO 12/10/2014 12115/2014 Date Completed Date Released 12/1/2014 12/1/2014 1211/2014 12M 5/2014 12/112014 12/10/2014 12/15/2014 3:01:58 PM Comment: PLANS FROM MICHAEL THOMPSON P.E. DO NOT MIRROR HAND DRAWINGS' THE 361, KICKPLATE MUST BE ENGINEERED AND SHOWN ON THE ENGINEERS PLANS 12/15/2014 3:01:59 PM Comment: BOTH SETS OF EGRESS STEPS MUST BE ILLUMINATED PER FBCR 303.6 • EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE IN THE IMMEDIATE VICINITY OF THE TOP LANDING Monday, December 15, 2014 3:12 PM Planning& Development Services Building & Code Regulation Division 230D Wginia Avenue Fort Pierce, FL 34982 Phone:(772)462-2172 Fax:(772)462.6443 REVIEW COMMENTS FOR CONTRACTOR Page 2 of 2 12115/2014 3:07:66 PM Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE Monday, December 15, 2014 3:12 PM r. Joe Cido From: Joe Cicio Sent: Monday, December 15, 2014 3:11 PM To: 'TIN MAN2287@ATT.N ET' Cc: Joe Cicio Subject: Review Comments for Permit Number 1412-0015 Attachments: Report_FL_Review_Comments_Noncompliantjrf.pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional, contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, '7me >. M. Cicio Plans Examiner II Sw2dard Building Inspector Building Plans Drainer One and Two PaunilyDwelGngLuspector One and Two Eunily Plans Ev uniner St Lucie CounryP/anningandDevelopmentServices 772-462-1553 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and! or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. ��'e: G A'a""'F Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FIL 34962 Phone:(7721462-2172 Fax:(772(462.6443 PROPERTY INFORMATION Address: 10725 S Ocean Dr745 City / State I Zip: Jensen Beach, FI 34957 Parcel#: 4511-805-0146-00017 Zoning: HIRD • U I IT, #IL, hK Owner(s): Robert C Featherer Jurisdiction: SAINT LUCIE COUNTY Lot#: 146 Block: APPLICATION INFORMATION Permit Number: 1412-0015 Stories: Permit Type: ALUMIN CARPORT/SCR RM - EXIST SLAB CONTRACTOR INFORMATION Contractor Name: William T Dramble Business Name: Coastal Aluminum Construction Inc Business Addr: 4205 Metzger Rd City / State I Zip: Ft. Pierce, FI 34947 REVIEWS AND COMMENTS 1 Automatic Sprinkler System? No Fax Number: 772-468-0287 Email: Tinman2287@Bellsouth.Net Review Type Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING Deanna Givens 1211/2014 12/1/2014 Comment: NOTICE OF COMMENCEMENT FRONT COUNTER REVIEW COMPLETE Deanna Givens 12/112014 121112014 12I112014 Comment: PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 12115/2014 12/15/2014 Comment: PLANS FROM MICHAEL THOMPSON P.E. DO NOT MIRROR HAND DRAWINGS • THE 36" KICKPLATE MUST BE ENGINEERED AND SHOWN ON THE ENGINEERS PLANS 12/15/2014 Comment: BOTH SETS OF EGRESS STEPS MUST BE ILLUMINATED PER FBCR 303.6 • EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE IN THE IMMEDIATE VICINITY OF THE TOP LANDING 12/15/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE ZONING REVIEW COMPLETE Lydia Galbraith 12/10/2014 1211512014 1211512014 Comment: ( I _ rn r t 7 •+[e.y f�ay'C'713 1MEE FND 5 8' P I.,OF C P5M 40491,45 *'rs�n"]���ELECT. �- F .... �.•b X.}'u' .i 6AETER �•4 Al now"$r'ty ,alas E58 SET MAG �1�G��p�y � Q F 4k \'�\ C.a Q\ 4a%%;tJjdd1iV FNB S/B" 0 IB & C RLS 1272 •QViJ' Y �( 0.10' N 0.03- E --1 N: v cmm EZ m $ m -1oorn xn< ID D rn -° ar- �amoo 0°"N0 m �n m oo=�� cmn E,Cnow Coastal Aluminum ConstrInc. 4205 Metzger Road Fort Pierce, FL 34947 f0701 Sm6rl. F1.u.w" OC 2 � 7 prr.er to X 76 �'�� i(i w1r� '¢XDiI yDd fL ALL 3X3 l osC�oWN '000rY�li . � Q ST. LUCCOUNTY BUILDING DIVISION REVIEWED FOR COMI REVIEWED BY DATE e7/•_1a?7r MUST BE KEPT OVJOB OR NO INSPECTION WILL BE MADE fgfs L�agl,c ,7js Oct! LOT E n 1r eve' fl" r 4 1 N Wes. �G7 Cacl2,.ti,r Y a' .7 M. Cw� S.Y�•cN-� E f &&as T u� r ��!r-TS o W ��►Ti -).r 3'f'1►`Zt v5 9 m w •' � 1 a 1 A 5 DWMINUM V nlu'minem- G GOn11 Screen Room. Pool Screen/Cage. �� Car Part �.'•:� • . ... ,. ,..,: . 0 Patio ?':over..:: •........ 3 REEK VEST N cilon Eriolnetr no i 1 ► �� . i .�i *Contractor Name I * Coastal Aluminum Co., Inc. Address: 420E Metzger Roa4 *City: Ft. "•'irc%FL 3494i *Zip Code: 'Phone/Fax: *Small. R LE i °il Mail ❑ Pick up❑ Fed Ex* El *(Por FedU option go to www,aluminumaoreelidesign,com and Provide Fed& account #) * Check ❑ Credit Card'❑ "(For Credit Card option go to tww.aluminumacreendesign,00m to pay by credit card) Engineering prepared by: 5nglneer. Michael Thompson, Mee, P.E. (P.E, 947500) 6200Vineland Road- 3nile 260 Orlando, FL 32811 Off 407.529-3300 Cell 407-121-2292 Ptojoot Managar Paul Thomas 38e479.9504 Fax 88"23-8isi -Email: ®IwnfnumstxaendeslnntMyahoo cove Website: WWW.aluminumscreendeslgn.com (c.A• I1eiO3) T3JHd Le20-s9b-au wnP1IWmv -Tdistw SStST £002-60-1 ` 1 r 11ASDALUMINUM SCREEN DESIGN A Inunl E t;ons Iry c 11 On Gnp Inoor Ing r'i i it i l t 6u cL I�c ea i }' Ye Y{ Insulated Pan Roof ❑ Fascia XWall: Block ❑ Conventional 0 Uprights ,.�_X_2_ Top Plate.Z_..,X_.L Kick Plate a ,- Dome 11 Gable❑ Mansard ❑ „ Gutter❑ Wall: Block © Conventional ❑. Beams --LA. Uprights __X,_, Purlin X_ Insulated ❑ Pan ❑ Fascia ❑ Wall: Block Cl Conventional ❑ Beams X_ Post—.X_.._. Insulated ❑ Pan❑ . .. >;s•: `JEscia:C] :Walk..: Block❑s>:Canventiarnat. Cl:: ;. ;:.,. ;`;.:':.... ,.. Beams; —Xi.. Post X— :. Existing ❑ New; 4"Slab❑ Pier❑ Ribbon Footer 8X92 ❑ Pavers ❑ Other: 239dd L820-89b-2U WnNIWMkJ lHiSbM 99:ST 20e2-tie-60 r, IALUMINUM SCREEN DESIGN 1A5DA1uMFnvm & Ccnsiruciion Engineering General Notes & Design Standards The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2010 Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -170 MPH (FBC Table 2002.4) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Soil bearing capacity — 2,000 psf Minimum When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 "243N)MEd 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com E®AS ALUMINUM SCREEN DESIGN Aluminum & Consuucuon Enginee,tnq Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum 1 design. All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where' P' is the member thickness in inches. For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails, Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed =170 MPH 2 x 2 Chair Rail = 5'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 Chair Rail = 6'-6" 2 x 3 Purlins = T-6" 2 x 3 Wind Brace = T-9" Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be 3/4" Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM Al85 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. _ 11 stiff �, Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com NEAS !M `ALUMINUM SCREEN DESIGN Aivmtnvm & Ccnshucllm ER9inee,ino Cables: Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of screen enclosure. Contractor shall secure cable to top of column located at each comer and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ftz with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 %}" x %n" tapcons or equal. Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 170 MPH (WIMAP%WALL&AMSSWrtnB VAhpR�Mf1:ClOSUAfi { RCOF GAq%L4 gooif an 1 YtlERve1 WnAcetSwn .Sean Z4T 43 iW0.taRYR0pFMfM96YWp4 ME F Ow.' RWIIANIIS Pw�bXn •Ml Belm PwHHvin�� 'Myimmum Ht P �ivae TL Hey hu•aglld Rvef i'svme9'i S•5wnelMH' riven>4'�i' ixv 3%6 Mr _ _17W ]va• _ 'if'•3' tl19'•i 1HE` 2%> ifd 1 1rr }CC 2XH }Y-Y 3H'-0' 3SA' }Y4 24'.6 }T•9' }T-r 2%10 33K" { W. Wtl Upright -Pool Cage Enclosures Upright 170 MPH SIZE Height 2X4 9-3" 2 X 5 10'4" 2 X 6 11.-9" 2 x 7 13'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7e-2". r NO 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com 3. Planning 8 Development Servlcea Building 8 Code Regulation Division 2300 \nrginla Avenue Fort Frei ce. FL. 04982 Phone:1772062.2:72 Faa:l?721462-6443 .., r nvvrtmArryry Address: 10725 S Ocean Dr 745 City / State / Zip: Jensen Beach, FI 34957 Parcel#: 4511.805-0146-000/7 Zoning: HIRD REVIEW COMMENTS Owners : Robert C Featherer Jurisdiction: SAINT LUCIE COUNTY Lot#: 146 Block: APO L L C T.IOA(IN. FORM kVgN Permit Number: 1412-0015 Stories: Permit Typo: ALUMIN CARPORT/SCR RM - EXIST SLAB -GONMAST08-W-F0MATION Contractor Name: William T Dramble Business Name: Coastal Aluminum Construction Inc Business Adolf: 4205 Metzger Rd City / State / Zip: Ft. Pierce, FI 34947 I 1 Automatle sprinkler System? No Fax Number: 772-468.0287 Email: Tinman2287@Bellsoulh.Net Rr;Y/1EyY.S,AND COMMENTzi RQYJRW—TYJM Status Revlev"M gv DOCUMENTS MISSING Data Dafa Cpt»�l4 PENDING IeQ ,Dale Rn1e ae 1201tad Deenna Glvene 12/12014 12/112014 Comment: NOTICE OFCOMMENCEMENT FRONT COUNTER REVIEW COMPLETE Deanna Givens unnota Comment: 1211/2014 lznreola PLANS EXAMINER REVIEW INCOMPLETE Joe Ciolo 17/1912014 1211512014 Comment: PLANS FROM MICHAEL THOMPSON P.E. DO NOT MIRROR HAND DRAWINGS' THE 36" KICKPLATE MUST OE ENGINEERED AND SHOWN ON THE. ENGINEERS PLANS 1711312014 Comment: H SETS OF STEPS MUST BE ILLUMINATrb PER FSCR 303.6 1 EXTERIOR STAIRWAYS BE PROVIDED WITH ART FIICIAI. LIGHT SOURCE IN LL 17/15/2014 Comment: THE IMMEDIATE VICINITY Of 7HE TOP LAND NESS G COMMENTS MAILED AND E-MAILED AS OF THIS DATE ZONING REVIEW COMPLETE Lydia Galbraith 1211012014 12/15/2014 Comment: 12l16/2014 Ma £3SUd L880-69b-2L4 WTWIWMU 'Ttl1SbD0 LS:ST £00Z-60-S0 EXTRUDED FASCIA IS ATTACD TO FASCIA 6" FROM ENDS 24" ALUMINUM SCREEN DESIGN 3" INSULATED ROOF WITH #10011' 6T0 & TO 3" INSULATE ROOFEWITH #10 1 P R SIDE A DIVISION OF::DBE&C FROMENDsza"o.c. EXTRUDED GUTTER IS ATTACHED' 3" INSULATED ROOF WITH #10 1" 6" ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 4" PER PANEL 2X2 POST .046 OR GREATER 0 HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 0" [0 36- % 2 HINGE DOOR EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.0 3X3 POST IS ATTACHED TO BRACKET WITH 1 3/8" X 3 BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" ALUMINUMS CREENDE SIGN. COM ALUMINUMS CREENDE SIGN @YAHOO.COM PHONE #: 888-607-0747 FAX #: 888-923-8181 3X3 POSTS ARE ATTACHED TO 2X7 BEAM 2 3/8" X 3 1/2" f �:��y� r �C�3C I pTlli7�)Ycl Zib��l CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE GONTPAG1 tiR OF R.ECOA.D CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3 CAPRI CLIPPED WITH (4) #10 1"PER CLIP T T TR / T Tl �T .I, L, A III T 1-T / T T UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2", CAPRI CLIPPED WITH (4) #10 1" PER CLIP DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH 3" INSULATED ROOF IS ATTACHED TO ALUMINUM STRUCTURE WITH #10 4" 6" FROM ENDS 24" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1"PER 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 1X2 IS ATTACHED TO WOOD DECK W/ # 10 2" 6" FROM ENDS 18" O.C. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND SPEEDS OF 165 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C.RISK CATEGORY 1 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS 5200 VINELAND RD. N SUITE 250 DO, FL 32811 P.E. # 47509 CA#91 UMINUM SCREEN DESIGN A DIVISION OF:EDBE&C 3X3 POSTS ARE ATTACHED © TO BEAM2 3/8" X 3-1/2" CARRIAGE BOLTS TYP. OB 3X3 POST IS ATTACHED TO BRACKET WITH 1 3/8" X 3-1/2" CARRIAGE BOLTS BRACKET FROM 3X3 IS ATTACHED © TO CONCRETE WITH 2,2 1/4" X 1/4" TAPCONS ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON APo THICKNESS NRALLOY r 5200 VINELAND RD.ALUMINUMSCREENDESIGN ALL TCS SHALL PROVIDE OF i 1MEDM�DEPTH @YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION SUITE 250 PHONE #: 386-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND <:�DO, FL 32811 SPEEDS OF 165 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C.RISK CATEGORY 1 S P.E. # 47509 FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#9103, ALUMINUM SCREEN DESIGN CHAIR RAIL & KICK PLATE DETAIL 2X2 CHAIR RAIL IS ATTACHED TO BEAM WITH (4) #10 2" PER SIDE KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMINUM., CREENDESIGN METAL IS .046 THICKNESS OR GREATER ALLOY IS 6005-T5 5200 VINELAND RD. ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH @YAHOO.COM SUITE 250 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUII2EMENTS OF THE 2010 EDITION PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND DO, FL 32811 SPEEDS OF 165 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C.RISK CATEGOR P.E. # 47509 FAX #: 888-923 -8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS 1 CA#3 093 EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED TO FASCIA WITH #10 2" 6" FROM ENDS 24" ALUMINUM SCREEN DESIGN 3" INSULATED ROOF WITH #10 1" 6" & TO 3" INSULATED ROOF WITH (6) #10 1" PER SIDE A DIVISION OFon: DBE&C FROMENDS24"O.C. EXTRUDED GUTTER IS ATTACHED T 3'. INSULATED ROOF WITH #10 I" 6" ROOF IS ATTACHED TO FRONT WALL 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 0" to 36" 2 HINGE DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.0 3X3 POST IS ATTACHED TO BRACKET WITH 1 3/8" X 3 BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" TAPCONS TYP. 3X3 POSTS ARE ATTACHED TO 2X7 BEAM 2 3/8" X 3 1/2" 1X2 IS ATTACHED TO 3X3 POST 3" INSULATED ROOF IS ATTACHED TO ALUMINUM STRUCTURE WITH #10 4" 6" FROM ENDS 24" O.C. UPRIGHTS ARE ATTACHED WITH: PLATE BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER nT TA nT mnCll TS 11 /A\uln."n11 CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3 CAPRI CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2", CAPRI CLIPPED WITH (4) #10 1"PER CLIP UT TT l`T MDUTN 11"= /A\ 41 n 111 "nl nT m 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. Z 1X2 IS ATTACHED TO WOOD DECK W/ #10 2" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT METAL IS.046 Y IS 6005-T5 ALUMINUMSCREENDESIGN ALL TAPCONSSHALL PROVIDES IMINIMUEM OF�118 EMBEDMENT DEPTH @YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION PHONE #: 888-607-0747 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND SPEEDS OF 165 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C.RISK CATEGORY FAX #: 8 88-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS MICHAEL'THOMPSON 5200 VINELAND RD. SUITE 250 TDO, FL 32811 P.E. # 47509 UMINUM SCREEN DESIGN A DIVISION OF:EDBE&C 3X3 POSTS ARE ATTACHED O TO BEAM 2 3/8" X 3-1/2" CARRIAGE BOLTS TYP. BO3X3 POST IS ATTACHED TO BRACKET WITH 1 3/8" X 3-1/2" CARRIAGE BOLTS BRACKET FROM 3X3 IS ATTACHED O TO CONCRETE WITH 2,2 1/4" X 1/4" TAPCONS ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS.046 OR ALLOY IS 6005-T5 ALUMUMSCREENDESIGN ALL SHALLPROVIDES MINIMUM OF 18 EMBEDMENT DEPTH 5200 VINELAND RD. INS @YAHOO.COM SUITE 250 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION PHONE #: 386-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND DO, FL 32811 SPEEDS OF 165 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 NTH UP TO A 15FT ROOF HEIGHT, FACTOR OF I.0, AND EXPOSURE C.RISK CATEGORY 1 P.E. # 47509 FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS _ C', A iiQ 1 01 6' g_g• 41/2' . 8'-2' 41/2' 41/2' 20'-21/2' 6• ` F3 THERMAL PANE WINDOWS N 2 8. /ram^/,LooHI 1-4 3/4' r SHIP LOOSE B9" X 9- 4- PANTRY 3/27' FIR. j 10'-0' 19-6 1/2' 22'-3 3/4' 28'-0 3/47 . 29 3/8' BUILD Tv'� ]S4LL IDS' HIGH O6S. WAIL -- 141YX401/4'--TT-- 2412,X6014'-- 2412'X60-147------ CAB. 4W HIGH— LINEN W/6L DR. I � X26 1'24. I . BEDROOM #I I SPK DROP O #I z I SPK DROP DINING SPK DROP / I r I 93 I H-�, 67 �yy 1; BUILD ALL WALLS IDS" HIGH \— x3 ! sy 5-ARM COMBINED \ I N 3' 197 1 FAN PREP. I .V./PH ! I I t . 112 K DROP I I 2-471 2' X 24' X 20 1/2' ,� FAN PREP. — BMW I k' / CH OCLLOOSE�S I '' T is x 20 4R' HIGH / � • T.V j.PH. 4' HIGH .� v. 28 W/I NEB RA D RAISE 3D^ S(� 324 MIRRORED S24 MIRRORED A00 1' a6OVE ' I 47 3 4' X 86 1 2' 1 1 473 4' X 86'1 CONDUIT ICE-M K WE ABO`f LIVING ROOM 'REFRIG Fr, y�l F w SPKDROP /sPKOROP:>-- LWATE I ---- 54'-AeOVECABiNET -- d 14' HI MANATEE <w'i + 4'x8238 6 SLGLDR I M (-Z 1 W/C — — _ 1/2' X 40 1/4.23 X 71 1/2' X 76 3/4' 29 3/8' BUILD THIS WALL IDS- HIGH I I W EXT. LIGHT PREP. O. ALVAREZ I C. YOUNI3, WALL 10'-0° 14'-B'3/4' 99, H 21'-6 1/4' I 15AMP/14GA HANDY BOX ' 39'-6' �3 TNR-3�,TP4 27' FLR. 2 3/8' I UNDER EAVE 2h'-3 3/4' �{ HITCH 15AMP/14GA HANDY BOX -8 5/8' 26-2 3/4' UNDER HOME-0• 28'-0 3/4' I JAEBBSEN HOMES 6 9-6 3-41/8 12-1 5/8 12'-10 3/4' 41 41 2° 41 2'. B.X S FLD R 30b 5 X -� iZ �3 I f.•.. Jt �F .�i I � I I--� [P-2366-774 IV -_- © 10-09-2014 (13'-4') kZl } Mom' ,