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HomeMy WebLinkAbout219 Clydesdale CirM o 1-7` JJ CITY OF SANFORD PERMIT APPLICATION n M Permit # : ` V� Date: � l Job Address: 21P C(vd eSdatc Cir Description of Work: I nS-"Q.I( sau_n rGh Historic District: Zoning: Value of Work: S I �O�J • 00 Permit Type: Building 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 aV • -Goon O50 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address:, FC 0n A_— nnn YVif e PlDm n + —t ` 1 'L t✓. L-)LLt171tLA U —Phone: 1-10) 1•' i 1 :t�•'-10' (U Contractor,Name & Address:Z S ,2(0 3 k State License Number: • 05()404 Phone & Fax: 2 vl nn.. Contact Person: Phone:gll Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer. Phone: Address: Fax: t Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restric plicable to operty that may be found in the public records of this county, and there may be additional permits required from other goventmenta nfities suc as a manag ment districts, state agencies, or federal agencies. Acceptance of pe is vert ation at I will notify the owner of the property o e requ' me of Flo L' FS 713. n n_a`re of Owner/Agents - ( Date Si azure �f on for/Agen /` ate UPri&ncr/Age&nt"Nme P nt ontractor/ gent' N ..tl�� 4 I' Signature of Notary -State of Florida ate Qignature of Notary -State of Florida d Marlette R Mo ►tu. My Com:S; 1455 My Commission DD191456 2007 dExpires July Oe, 2007 Owner/Agent is Pe KFii_fWfpCb' Contractor/Agent is Pers a� rlCrtow to Me or Produced 1D 1 Produced ID APPLICATION APPROVED BY: Bldg: 11-5 9 Zoning: 61 'U'7 Utilities: itis & ate) (Initial & Date) Special Conditions: FD: (Initial & Date) (Initial & Date) 9 January 01, 2007 LAWRENCE NCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that.the following contractor/company is hereby authorized to use my. "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2007. Our authorization is on a yearly basis (from January to January), requardless of the edition of the manual. This authorization also applies to contractor file drawings, 11 ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. Edmond R Senez Jr CRC1329193 Senez Home Improvement Spec. LLC 720 N. Volusia Ave. Orange City, FL 32763 They are hereby added to my 2007 MASTERFILE LIST Should you have a uesti . ons please contact me at your convenience. 7�. Sincerely, //� %�% 1t tu�,l`y saArd , r( Permit No. 0 ' 1 State of Florida County of Seminole C� 'Dr. NOTICE OF COMMENCEMENT Tax Folio No. �7� : Jh Coco` 05% The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Descripti description of the property and street address if available) 2. General description of improvement: if1�}L11� <i('�['Yl Vhf C%7 3. Owner information a. Name and address s CIV. b. Interest in property c. Name and address of fee. simple titleholder (if other than Owner) 4. Contractor a. Name and b. Phone number L 5.Surety a. Name and address Ed Fax number 1 111113 111 11 111 11 111 11 111 0 11111111111111111111110 1111111111 b. Phone number FaxRE MORSE, CLERK OF CIRCUIT COURT c. Amount of bond 6. Lender RK 06689 Pg_ 1593: ilpg? a. Name and address CLQ PV 9 �L�1�i1?tA7f,� 1 1�q RECt]RDED ®5/i!�/FtA�A7_�1 • ,�.1� b. .Phone number FaxPROWhGFEES 10 00 7. Persons within the State of Florida designated by Owner upon whom RebMEjr OhW t, . r a_y b served as provided by Section 713.13(1)(a)7., Florida Statutes: MARYANNE MORSE a. Name and address UBV,-U1­ Ul t: ul iuuit b. Phone number In addition to himself or herself Owner designates Fax number to receive a copy of the Lienor's Notice a§Tro`Zitl�flq Section 713.13(1)(b), Florida Statutes. � MAY 10 2007 a. Phone number Fax number Expiration date of notice of commencement (the expiration date is 1 year from date of recording unless a different date is specified) / Signature of Owner ntto �111rm apd subse efore me this fl Personally Known OR Produce efor Type of Identification Produced of Commission Expires: 1 day of Apd 20 C)J , by �e Maftft R Mosley My Commission DDi 91456 a n Expires July 06, 2007 OFFICE -- - — — ARCHITECTURAL REVIEW BOARD APPLICATION ltgl®� Please complete the application form and forward, with requested information, to the Associations property manager for processing. Please do not commence work until you receive approval of your application from the Architectural Review Board. j 1. Association Name A Applicant's Name Cs Property Address Date of Application Phone Number Changes to be made: ❑ Home Exterior ❑ Landscaping ❑ Pool Addition ❑ Recreational Equipment Other Provide complete description of what changes will be made. Applications must include lot survey, site plans, diagrams, color chips, material §pecifications, sample products, photographs and any information which will adequately describe the finished project. All landscaping plans must include the size, number and type of plants to be approved. i A'd r1 Cl I CJ- X 7_A t r`l C C- '1 Failure to provide Complete information will delay the approval process. NOTE: All request must conform to all applicable zoning and building regulations and it is the property owner's responsibility to obtain all necessary permits if application is approved. THIS SECTION TO BE COMPLETED BY ARCHITECTURAL REVIEW BOARD Request: Date Approved/ ZC / ate Deni d / / �.� 111 1 BOARD MEMBER'S SIGNATURE: COMMENTS: SUBSTANTIAL COMPLETION: Inspection Date / Final Inspection Date / �6 (i'j(' J SMI P-4 10/00 11189'7 LIlVlYTED POWER OF ATTORNEY Dom: Moq Q 200 I hereby name and appoint � I\/ I(,11_1C-.MUn `J�J ofO-We? -lel i m i rl u :11(1 to be my lawful attorney J. in fact to act forme and apply to for a K cen en dtatto permit for work to be performed at a location described as: Section Township Range Lot Block Subdivision L v 0 r'<� C I q ckjdcsda� Cir. (Address of Job) )0&on,P-)pn4-, 1Q Cl\jdrsaaI r ar-) kftbr� (Owner of wd Address) and to sign my name and do all things necessary to this appointment Acknowledged: Sworn to and subscribed before me this (, �7 Day of Q A.D.'� .__ verb Lavelcc<� Notary Pubbe, State of Florida (%- �Q C -g— (Seal) My Commission Expires: l2� �Gb9 NOTARY pUBLIGSTATE OF FLORIDA Vera L. Lovelace `: Commission of DD471107 Expires: SEP. 12, 2009 hurtled F' ,, Atlario, Bonding.. co., inc. a7-auv 01"tICE Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 OFFICr http://www.scpafl.org/web/re_web.seminole_county_title?PARCEL=18203150600000590... 4/11/2007 -, ifl ei 6S ;t � 62 ,, tl DAVID JOHNSON, CFA. ASA i a 7y? ,,71 .:37. PROPERTY ' 70 � 6'J 6 �Al- RACT AT APPRAISER 61 f .9 W .� ,s, 60 a' exs Fx SEMINOLE COUNTY FL I I 1101 E. FIRST sT TRACT I PINE NAY SANFORD, FL 3 277 1-1 468 407-665-7506 1.A>' 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-0590 Number of Buildings: 1 Owner: BRANDT JASON & MANDEE E Depreciated Bldg Value: $176,617 Mailing Address: 219 CLYDESDALE CIR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $38,000 Property Address: 219 CLYDESDALE CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: BAKERS CROSSING PHASE 2 Just/Market Value: $214,617 Tax District: S1-SANFORD Assessed Value (SOH): $149,858 Exemptions: 00 -HOMESTEAD (2005) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $124,858 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $3,493 Deed Date Book Page Amount Vac/Imp Qualified QUIT CLAIM DEED 08/2005 05879 1211 $100 Improved No 2006 Tax Bill Amount: $2,386 WARRANTY DEED 03/2004 05382 1007 $173,400 Improved Yes Save Our Homes (SOH) $1,107 Savings: WARRANTY DEED 11/2003 05103 0539 $811,000 Vacant No 2006 Taxable Value: $121,203 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 0 0 1.000 38,000.00 $38,000 LOT 59 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 BUILDING INFORMATION Bid Year Base Gross Living Bid Type Fixtures Est. Cost Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2004 7 1,751 2,307 1,751 CB/STUCCO $176,617 $179,307 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 439 Appendage / Sgft OPEN PORCH FINISHED/ 27 Appendage / Sgft OPEN PORCH FINISHED / 90 NOTE: Appendage Codes included in Living Area. Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. OFFICr http://www.scpafl.org/web/re_web.seminole_county_title?PARCEL=18203150600000590... 4/11/2007 mai A ;qtr ,V I ,.8 .8 PO 00 ZZ AWS (b�Z) P �S (baZ) (bxZ) (ZaZ) d4 M c� R EW 8'8" PERMIT # 0 -7 - DATE: 6/1s/a 7 T OFFICE Design Check List for Screen / Vinyl Room (Page 1 of 2) I. 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 2004 Florida Building Code Edition with 2006 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure 'B'-✓ or'C'II or'D'II; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or MPH for 3 second wind gust velocity load; Basic Wind Pressure ; Design Pressures reen / Vinyl Rooms can be found on pay 3A -ii: a. " ' exposure = /` � 0 PSF for Roofs & _PSF for Walls b. C" exposure= PSF for Roofs & PSF for Walls c. "D" exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A -C on page 3iii. II. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. t:— I 1 ILA P-4 r �n/(S'L_ Phone: 386-775-4915 Co / Authorized a (please print) Date: 4/30/07 Contractor / Axith(orized Rep* Sig Jason BrAdt, 219 Clydesdale Cir., Sanford, FI Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Yes No A. Project name & address on plans ............. . B. Site plan or survey with enclosure location ..................................... El 0 C. Contractor's / Designer's name, address, phone number, & signature on plans.... D. Site exposure form completed ................................................. 0 El E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: 1. Plan view with host structure area of attachment, enclosure length, and ........ projection from host structure 2. Front and side elevation views with all dimensions & heights .................. 3. Beam span, spacing, & size ................................................ (Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size .............................................. (Select uprights from appropriate 3A.2 series tables) (Check Table 3A.3 for minimum upright size) 5. Chair rail or girls size, length, & spacing ..................................... (Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location, & size ......................................... (Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & puriin tables w/ sizes, thickness, spacing, & 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 load width Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH @ MPH 0.00 (b or d) x 1.00 (b or d) x t •00 (b or d) = Wind Zone Multiplier ** — I Exposure Multiplier ** * Must have attended Engineer's Continuing Education Class within the past two years. ** Appropriate multiplier from page 3A -ii and page 3A -iii. PLANS REVIEWEDb_7 Design Check List for Screen / Vinyl Room .(Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... (Tables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height-1Required Span @ 120 MPH � @ MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) _ Wind Zone Multiplier ** P Exposure Multiplier ** Notes: ** Appropriate multiplier from page 3A -ii and 3A -iii. PLANS REVIEWED b-8 CITY OF Vfmv A NFORD Yes No C. Table 3A.3 with beam & upright combination if applicable .................... M D. Connection details to be used such as: 1. Beam to upright........................................................... Beam to wall.............................................................. IZI2. 3. Beam to beam............................................................. ElI 4. Chair rail, purlins, & knee braces to beams & uprights ........................ In 5. Extruded gutter connection ................................................. El 6. U -clip, angles and/or sole plate to deck. . . . . . . . . . ............................ El E. Foundation detail type & size .................................................. El Notes: ** Appropriate multiplier from page 3A -ii and 3A -iii. PLANS REVIEWED b-8 CITY OF Vfmv A NFORD Inspection Guide For Carports and Screen Glass & Vinyl Rooms (page 1 of 1) 1. Check the building permit for the ibilowing: Yes No a. Permit card & address........................................................ — — b. Approved drawings and addendums as required ................................ — — c. Piot 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, pmjectlon, plan & height as shown on the plans ................. — — b. Beam sizes, span, spacing & stitching screws (f required)............ ......... —. -- c. Pullin sizes, span & spacing.. .................... • — — d. Upright sizes, height, spacing & stitching screws (If required) ..................... — -- e Chair rail sizes, length & spacing ............................................... — — f. Knee braces aha properly installed (if required) ................................. — — g. Roof panel sizes, length & thickness ............................................ S. Check load bearing uprights 1 walls to dock for. .—. -- Yes No a. Angie bracket sbre & thickness ................................................ — -- b. Correct number, size & spacing of fasteners to upright ........................... — -- c. Correct number, size & spacing of fasteners of angle to deck and sole plate ....... — — d. Upright 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 & thickness .................... — — b. Number, size & spacing of anchors of beam to receiver or receiver to 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, size & thickness offasteners.................................................................. — — E Post to beam attachments to Bleb .............................................. — — Yes No 5. Check roof panel system for. a. Receiver breciket, angle or receiving channel size & thickness ........:........... — — b. Size, number & spacing of anchors of beam to receiver .......................... — — c. Header attachment to host structure or beam ................................... — — d. Roof panel attachment. to receiver or beam ..................................... — — Notes: o-2 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) H ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1 A) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL 0 Liu LIJ Cn Cle C -f Li. 0z TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. e- Lawrence E. Bennett, P.E: FL # 16644 J /S1D� (des �r[)�'� CIVIL & STRUCTURAL ENGINEERING 161 �(deSc "(E. C,i g PA.BoxZ14988-4774 DFoxlkal= 882127 Telephone � i� T�-4774 Fox � Chi 707 -NO C -. o EmeB > Ci fl jPAGE t� COP MHT 20M =3A-1 NOT TO BE REPRODUCED IN WHOLE OR W PART WITHOUT THE WRR TEN PERMISSION OF LAWRE E BEIdNE1T, P E SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS w 8 H* HEIGHT (h) 1• x 2" — MIN. 3-112" SLAB ON GRADE VARIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM pAGE 3A.37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 10 x 2" PLATE TO BOTTOM OF WALL BEAM) an EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 'P VARIES NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4' x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0' O.C. AND W/ IN W EACH SIDE OF UPRIGHT ANCHOR 11 x 2• TO WOOD WALL W/#10 x 21/2' S.M.S. W/ WASHERS OR #10 x 2-1/2' WASHER HEADED SCREW 70O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #B SCREWS W/ WASHERS 0 EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: I-123 130 1 140 I150 #8 1 #10 1 #12 j #12 SCALE: Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWEI CIVIL & STRUCTURAL ENGINEERING P.O. Bax 214888. BouM Dei Wm R 82121 Cln1l/ OF A� • r It Tab#=*& (9 881 787-47 74 Eat gm787$868 Etnet PAW A 0 COPVWAwrnn 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRRTEN PERMISSION OF IAWRENOE F-BENNETT. PF. 'LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION � — ,Pi, 'P/21 I @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) SIS BEAM AND UPRIGHTS (SEE TABLES) a O.H. .. I SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) p = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH 'P VARIES NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4' x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0' O.C. AND W/ IN W EACH SIDE OF UPRIGHT ANCHOR 11 x 2• TO WOOD WALL W/#10 x 21/2' S.M.S. W/ WASHERS OR #10 x 2-1/2' WASHER HEADED SCREW 70O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #B SCREWS W/ WASHERS 0 EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: I-123 130 1 140 I150 #8 1 #10 1 #12 j #12 SCALE: Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWEI CIVIL & STRUCTURAL ENGINEERING P.O. Bax 214888. BouM Dei Wm R 82121 Cln1l/ OF A� • r It Tab#=*& (9 881 787-47 74 Eat gm787$868 Etnet PAW A 0 COPVWAwrnn 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRRTEN PERMISSION OF IAWRENOE F-BENNETT. PF. SECTION 3A ALTERNATE CONNECTION DETAIL 1' x 2' WITH (3) #10 x 1-11SCREEWS. INTO (2) #10 x 11120 CRWME.S•INTO BOSS ANCHOR 1' x 2' PLATE TO CONCRETE WI 114' x 2-1P2° CONCRETE ANCHORS WITHIN 6' OF EACH SIDE OF EACH POST AND 24' O.C. MAX. MIN. 3-112' SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER SCREEN, ACRYLIC & VINYL ROOMS TE ,OW UPRIGHT TO SCALE: 3' =1'-W BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) 010 x 1 112' S.M.S. INTO SCREW BOSS 1' x 29 EXTRUSION 1-1/8' MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3' -------T-P Lawrence E. Bennett, P.E. FL # 16644 LAN S REVIEWEI . CN1L & STRUCTURAL ENGINEERING ClTv � PA.Boz21 X�4"4 F�M-W-M Tedephone� iii EnmE PAGE ® ®COPYR�0lff Z 3A ® NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE M1111FN PERMISSION of UIWREPICE E BarNErr, PE r HEADER BEAM ANCHOR 1' x 2' CHANNEL TO (4) #10 x 1/2' S.M.S. EACH SIDE CONCRETE WITH ®® OF POST 114' x 2-1/4'CONCRETE ANCHORS WITHIN 6' OF EACH H43AR OR GUSSET PLATE SIDE OF EACH POST AT 24' 2' x 2' OR 2' x 3' OR 2' S.M.B. O.C. MAX. OR THROUGH POST ANGLE AT 24N O.C. MAX MIN. (4) #10 x 112' S.M.S. (g3 MIN. 3-1/Y SLAB 2500 PSI EACH POST CONC. 6x6 -10x10 W.W-M. OR FIBER MESH ® 1° x 2' EXTRUSION VAPOR BARRIER UNDER d ° .` ° a e 1-1/8' MIN. IN CONCRETE CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3' -------T-P Lawrence E. Bennett, P.E. FL # 16644 LAN S REVIEWEI . CN1L & STRUCTURAL ENGINEERING ClTv � PA.Boz21 X�4"4 F�M-W-M Tedephone� iii EnmE PAGE ® ®COPYR�0lff Z 3A ® NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE M1111FN PERMISSION of UIWREPICE E BarNErr, PE r F SECTION 3A EDGE BEAM 10 x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-112" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 20 OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-112" S.M.S. MAX. 60 FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC $ VINYL ROOMS ALTERNATE CONNECTION: '2) #10 x 1-112" S.M.S. 'HROUGH SPLINE GROOVES 'IDE WALL HEADER %TTACHED T01'x 2" OPEN TACK W/ MIN. (2) #10 x 1-1/2" D.M.S. SIDE WALL GIRT ATTACHED 1 " x 2" OPEN BACK W/ MIN. (3) 10 x 1-1120 S.M.S. IN SCREW LOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ^ONCREfE W/ 114" x 2-1/4" ANCRETE / MASONRY NCHORS @ 6" FROM EACH ,OST AND 24" O.C. MAX. AND WALLS MIN. 1" FROM EDGE OF ONCRETE TERNATE CORNER SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL # 16644 ' w W W am so CIVIL &STRUCTURAL ENGINEERING P.O. I1�OF SPINFOR A. Bo M4= BoY91 DtQrtattti R 82127 TeW"Ot WO 797.4714 Fm[& MW -M Ema PAGECOP7IRIOHT2W6 To 3A-6NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRRTEN PERM83ION OF LAWRENCE E. BENNEM P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOWiTIROOF PANELS: (4)1 /4' x 4' LAG BOLTS W/ 1-1/40 FENDER WASHERS PER 4!4r PANEL ACROSS THE FRONT AND 240 O.C. ALONG SIDES 2'x20OR20x3'HOLLOW GIRT AND KICK PLATE 2' x 2' HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/20 S.M.S. IN SCREW BOSSES t TYPICAL UPRIGHT DETAIL SCALE: 3"- V-7 SECTION 3A RISER PANELS ATTACHED CHAPTER 7 HEADER ATTACHED TO POST - W/ MIN. (3) #10 x 1-112" S.M.S. IN SCREW BOSSES 2'x 2', 2'x3'OR3'x7 HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1120 S.M.S. IN SCREW BOSSES 10 x 2' OPEN BACK BOTTOM RAIL 1/4' x 2-1/4' MASONRY ANCHOR ® 8' FROM EACH POST AND 24.O.C. (MAX.) FLAN, K t: V'r-V V c; uLawrence E. Bennett, P.E. FL # 16644 RD CIVIL & STRUCTURAL ENGINEERINGPA. Box214988. BaM DF SANFTdepins (8 R M 76743M 82121 gB� 787-4774 Fox 0: EmoA: PAW ® COPYw 1fr 2006 3A-7 NOT TO BE REPRODUCED W WHOLE OR M PART WITFIOLR THE WRITTEN SON OF LAWRENCE E BBiNETT, PE SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A UNIFORM LOAD I SINGLE SPAN CANTILEVER UNIFORM LOAD UNIFORM LOAD 2 SPAN UNIFORM LOAD 3 SPAN 4 SPAN NOTES: 1) l = Span Length a = Overhang Length 2) All spans listed in the tables are ibr equally spaded distances between supports or anchor points. 3) Hollow wftsions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and aplic�s shall be staggered. 5) Span condition = number of supports (posts) less one. Exempla: If the number of supports (posts) Is 5 then the span condition Is '4 span'. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. PLANb I<r V l t v V c Lawm64 CIVIL STRUCTURAL ENGINEERING �0�N F R P.O. Box 274968, 4774 Daytona. Fl 82727 CITV Telaphorw (not WbP9@ Fo96r ref767 88 EmaB: PAGE ® COPYRIGHT 2000 NOT TO BE REPROoUCEO IN WHOLE OR N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P -E 3A ■■■■■III ■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■III ■■■■■■■ -1 2 SPAN UNIFORM LOAD 3 SPAN 4 SPAN NOTES: 1) l = Span Length a = Overhang Length 2) All spans listed in the tables are ibr equally spaded distances between supports or anchor points. 3) Hollow wftsions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and aplic�s shall be staggered. 5) Span condition = number of supports (posts) less one. Exempla: If the number of supports (posts) Is 5 then the span condition Is '4 span'. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. PLANb I<r V l t v V c Lawm64 CIVIL STRUCTURAL ENGINEERING �0�N F R P.O. Box 274968, 4774 Daytona. Fl 82727 CITV Telaphorw (not WbP9@ Fo96r ref767 88 EmaB: PAGE ® COPYRIGHT 2000 NOT TO BE REPROoUCEO IN WHOLE OR N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P -E 3A SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1420 Allowable Edge Beam Spans - Hollow Extrusions for Screen, Acrylic or Vb1yl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13.0 NSF (48.3 fXF for Max. CafttUever) Aptmmum ANCY duw 1-9 0ANax. n'L' / ndin 'b' or datisctlon Load Max. 'L' I U 'b' or delb�onWidth MG—F4 Z Spank38%P=1n 4 Span �ntdOvar VV t A) 1 & 2 Span 3 Span 4 Span MWL Caetllaver-1" dd 8'-4' d 0'-11° d 65'�4' d 8'-7' d 0'�8' d 1'-0° d dd 5=11° b 0'-11" d 6 Nr d8' -3°d 8'-4° d 0'-11' d 7 4-W dd &-r b 0'-10' d 7 NO d 6'-11" d 5'-11' b 0=11' d4 4'-4' d b 5'-1° b 0'-10° d 6 4=T' d 5.8° d 5' T b D:10° d 9 4,2" d 6'-0' b 4-10• b 0'-10° d 9 4'�° d 8'-8°d 6'-3° b 0'-10° d 10 4%W d V4r b If --r b —07—d 10 4' 3° d &-r b S4" b 0'-10' d 11 3-11" d 4'-' b 414' b W-fr d 11 4'-1' d 4'-11" b 4149 b 0'-8' d 12 3W d 4-4- b 4'-3" b 0'-4- d 12 3'41" d 4'-0" b 4' 7" b 0'-9" d Load MML 'L' / (bandIng 'b' or dettsatlanvj Load Max. Oftosa'L' / amunna V or datbcdon Width P') 18 2 8pen 3 Span 4 Span Width WCaffftm 1 & 2 Span 3,Span 4 Spanantgaim 8 6'-8' d 7-1' d T -a" d 1'-1" d 5 8'-6° 'd T-11° d 8'-1" d 11-° d 8 6'4' d 6'-° d 8'-9° d 1'-W d 1 6 810 d. T-5° d 7'-T d 11-" d 7 5'-1' d 8'-4° d 8-4' b 0'-11° d 7 &4? d T-1' d 73° d 1=11 d S 41-11" d 8'-0° d 5=11' b 0'-11" d 6 1 5'-0" d 8'-8° d 8'-11' d 1-1° d 9 4'-8" d 6'-9" b 6'-7" b 0'-111 d 8 1 W -W d 8'-8" d 1 81-61 b I 1'-0" d 10 V4r d 5'-8° b ' S'3° b 0'-103 d 10 5'-1° d 8'-3' d I " bI 0-115 d 11 414' d b I6'-0" b 0'-10° d 11 4-11' d 8-1° d I 6-11° b 0'-11" d 12 4'-3' d 4'-11° b 4'-10" b 0'-10° d 5'-10" b I 5'-8' b 1 0'-11" d Load Max. Own 'L' / (bendina W or dafUcgo ndin V or detlecUon Idn Width (fL) 1 & 2 Span 3 Span 4 Span CanfML Width 1 & 2 Seen pan 4 Span MML Cantilever 5 7-1' d 8'-9' d 8�9" b 1'-4° d 6 I9',2" 11'-4° d 11'x' b. 1'-9" d 8 8'4' d 8'-3' d T-11' b 11-7 d J6., I AwalsoLl 10' T b 10'-3° b 114' d 7 94 d T-8' b T4' b 1'-3" d V-T__M 90 b F7 b 1' T d $ B'-1° d 7-2' b 8=118 b 1',2" d d b $'-10' b 1'-8' d 9 5-10' d 8'O" b 8'-8'b 1'-1' d 9 T -e- d 8'-6' b r4- b d 10 6'-7° d 8'-'b 8',2'b 1-1" d 10 Tti3° d 8=2" b T-11" b I' -6W ' d 11 6'- 6' d 8'-1" b 6L11" b 1'-0' d 11 8'-11" b T-10' b T -T b 1'-4° d 12 W -T b 6'-10' 6'-8' b 1'-(' d 12 8'$° b Tom° b T.3° b 1'-4° d Notes. 1. Above spans do not ktduds Wp of knee b am Add hmlz)"W dMw= frau uptight to center of brace to beam comfit to the above spans for total beam spans. 2. Spens maybe interpolated. 0 Lawrence E. Bennett, R.E. FL # 16644 P'LANS R CIVIL a STRUCTURAL ENGINEERING PA. amt 214Mone i�787Deimos. Fl 92121 S . Ta>a�taro � (W 70T �-M4774 Fatt 8; 8 0 • F.rtr9 PAGE ®COPIIRIOFiT2Q09 3A-12 NOT TO BE REPRODUCED 04 WHOLE OR a+ PART WRHOVr THE wRrtTea PERMIS610N of uwrm E BBdNEIT. PE SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.2.1 Allowable Upright Heights, Chair Rall Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Alumbunn Alloy 8063 T-8 PW a seww Wan? Saud= JIUM Yl I IV nw" wwww. , —...y 8'-0' 8'-0° Taimary Load WhM W IN Purlln 4'-0° 4-8° 5'-0° 8'-8" 1 0'-0° 1 8'4° 1 awable He 'ben in 'b' or de8ecdon r -V 2° x 2" X 0.044° Hollow V41" b 6'-11' b 6'-7° b 5'-3° 4'-11' 4'-9" b 4'-0" b 4'-4' b 410b 4'-1' b 2° x 2' x 0.065" - -0' b b 8 b -11' 6.8 6.6'b 6',2' 4'-11 b 4'-10° b '-0° S° x 20 x LOW Hollow T-0° I 7' 6'-0" b V4 6'-11' b1 6'-0' 41 V -r b 6'-1" bi 30 x r x o1w walow . VONbI 1- bI 1 b T 8=1' b -8' b 6'-3° b T-11' b r4r b 7'-b° b 2° x S" x0 -4 bI r4r b T -r 6'-0° b 6. 0" W4r b 6'-8' b 6'-0' b 2" x 40 x 0.050' -6' T b 8'-110 b V4r b 8'-1' b 7'-6' b 7'-4" b T-1' b 0 =10° b 7" etb 2° x 5° X Hollow w-7° b UFO 12'•8° b 11-11 b 11'-4' b OWN b 8'-P b 7-7 b x4 X .B. 3.8' b 12'-8' 11'-10'b 11 ',2' b 10'-r b 17.1° b 8'-8" b 8'ti9' b OWN b OWNb .a16 rx5 X Tao' b b 14'-11 6 1.4-2' 1S -G° 17�" b 2�9' b 11 - 111 b x x0.080' -4" b 1T -0 1b-1 18' 4 1 -8 x r x 0 S - 7'11 b b 8'- 7'- W-11 b "-r 7° b 6-4r b 5 8'.9' - 8 1 - 6110' b r X X x45° S 7 b 8' T 8 - 0• b x x 3° X 3 x0.047• -1 -1 !7rW. 6.8 b 6'-5' b 4'-11' 4-10 b '-6' b 3' x 3°x0.080' b 8'al' b T-10' b b Q'-11° b 8ti8'bx 114%r x S are 1 11 b bb 8'-11' W -a* b OW 3' x J' x 0.125' S 10-10° b 1T4" b 10'4' b 16'-6' b 14-7' b 13-11' bb 12'110' b11'-11° b x x 0. 7'-0 18 16'-10 8-1 bb S-1 b 13 b 2-11' I For a seomw wmu gust M lcu earn RAVI.7w, Vault' W9621 �...w�. L.�d SerNJans 3'-0" T-0° ±-8" X8 X Fbtted 8 0' b 8'-4' b 6-11 b 8-T b B'-0° b B=1° b 4-10" b 4-8' b 4-8" b 4'-4° b 3" x r x Oxy" square 8-0' b T -B" b 7'-3' b 8'- 0' b 8'-8° b 8'-0° b 6-11' b B'-0° b 6-8' b 8'-4° b ... w° MAN 1. alM 1. 7LOR h Notes: 1. Above spans do not indude bngM of knee brace. Add horbw al dtstmce iron up" to center of brace to beem cormecdOn to ft above spans for total beem W 2 Spann may be ho polatad. r u' V z) I<C V I t VV Lawrence E. Bennett, P.E FL # 16644 CIVIL & STRUCTURAL ENGINEERING CITYOF A 1'0' P.°.eoIz,aeBB.e�1 .M78 Telephones: (sBel 7e7 -ane ral,x (sesl7ar-sass Fined PAGE ® COPYR1oH 72M NOT TO BE a1 WHOLE OR IN PART WRHOUT THE WRRTEN PERMIEE= OF LAWRENCE E. BENNIM. P.E. 3A-25 SOLID ROOF PANEL PRODUCTS INDUSTRY STANDARD ROOF PANELS W 12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3° =1'-V M + 12.00' 12" WIDE x 3" RISER INTERLOCKING ROOF PANEL SCALE: 3° =1'-0° SECTION 7 aW lT 12.00° CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 30 =1'-0°ALUMINUM SIGN TABLES Fr---E.P.S. CORE t T: ST SIDE CONNECTIONS VARY (DO NOT AFFECT SPANS) LANSREVIEWE Lavaence E. Bennett, P.E: FL # 16644 CIVIL a STRUCTURAL ENGINEERING Cl F SAN F P.O.A" Telepimrw (88� 7Bf-4774 Pax � ,m 7a -m PAGE FoNar Comislano8 7_1 TO BE REPRODum IN WHOLE OR IN PART WITHOUT THE WRrr" PERMISSION OF LAWRENCE E. BENNM' P.E SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS #S x 112° S.M.S. SPACED EXISTING TRUSS OR RAFTER @ S' O.C. BOTH SIDES CAULK %oft / ALL EXPOSED SCREW HEADS #10 x 1-1/2' S.M.S. OR WOOD .WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 314' S.M.S. OR WOOD SCREW SPACED @ 12' O.C. EXISTING HOST STFtJCTURr& WOOD FRAME, MASO OTHER CONSTRUCTION FOR MASONRY USE: (2)1/4' x 1-1/4' MASONRY NCHOR OR EQUAL ®12' O.C. FOR WOOD USE: #14 x 1-117 S.M.S. OR WOOD SCREWS (M 12° O.C. P TO ir ROOF PANEL EX FASCIA #14 x 112' WAFER HEADED S.M.S. SPACED @ 12' O.C. FLOOR PANEL ROOF OR FLOOR PANEL TO MALL DETAIL SCALE: 3"- V-0' WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-114' WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH T. THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: [100-1231 130 140 1 150 #8 1 #10 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 N REVIEWEL) CIVIL & STRUCTURAL ENGINEERING P.O. �a 474 FU a�,� IOF NF RE Telephare Nk ( 787 774 WW Nk (� ler e EIm19 Paas® COR"HT211oa 7.4 TNOT TO BE RFPRODUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PEPA939M OF LAWRENCE E BENNETT, PE SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS RIDGE CAP #6 x 9/16" TEK SCREWS PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHERS #8 x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: #8 x 1-114' SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER ROOF PANEL TO BEAM DETAIL WHEN FASTENING TO SCALE: 3" =1'-0" UMINUM USE TRUFAST HD x ('t' + 3/4") AT 8' O.C. FOR UP TO 130 MPH WIND SPEED .......:.............................. ...................... EXPOSURE MO; W O.C. FOR ABOVE 130 MPH AND UP TO 150 MPH WIND SPEED EXPOSURE'D' ....:::::: ... CAULK ALL /FOR COMPOSITE ROOFS: #10 x (t + 112' S.M.S. W/ 1-1/400 FENDER WASHERS 121 O.C. (LENGTH = PANEL THICKNESS + 1'� ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. a I POANEL TO BEAM F, SCALE: 3" _ SECTION 7 SEALANT PAN HEADER (BREAK- FORMED BREAKFORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL #8 x 112" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: (3) EACH #8 x 1/2' LONG S.M.S. PER 12' PANEL W/ 314' ALUMINUM PAN WASHER ROOF PANEL (PER TABLES SECTION 7) SUPPORTING BEAM (PER TABLES) DET, Lawrence E. Bennett, P.E: FL # 16644 NUF CIVIL & STRUCTURAL ENGINEERING P.O. Soot 2149e9. Scum DOYtwm. R 92121 T 0: 01767-4714 Fax lk MM 787 EMR: PAGE 0 COP'YRIOHT mos 7-21 NOT TO RE REPRODUCED IN WHOLE OR W PART WITHOUT THE WRMa PERMISSION OF LAWRENCE F- BENNETT' P.F- SECTION 7 I SOLID ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS ............................ ......... ............................ co0 48.00° 1.0 # or 2.0 SITY E.P.S. FOAM & 3105 H-14 OR H 25 ALUMINUM ALLOY ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3' =1'-W PLANS REVIEWEE CITY 0"F SIAINFORI Lawrence E. Bennett, P.E. FL # 16644l& CIVIL & STRUCTURAL ENGINEERING Elite Aluminum Corporacion P.O. Bao[ 214988.8mM F1 32121 PNMPmduW 1801 N.W. 84th8bM . T��,„ 0: (W 767-4774 Fax 0: MM 7874= FL Lauderdale, Fl. 33309 Em t IahP4Pb MJ0 Tel: (964) 491.3700 Falc (964) 491-1433 Pace COPYRMU2000 7.34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIM PERNMION OF LAWRENCE E. BM*-=. 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JN 1Uy t r.-.— W Clr;7:M r -etc 1 Tia 1 lov fw f wv ■w l .a-.. fw f ■r* . - � �. 1 � � � __ __ _ _ Mole: Told roof pans) wkhh = loom wknh +mall wMtlh + overhwv- *Design or app&W bad based on the aitacUm else of the panel •r • 06/11/2007 06:32 3867750089 ED_SENEZ ALUMINUM PAGE 02/02 SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL '"WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) W0 x 3/4" S.M.S. STRAP TO POST AND (1) 114" x 1.3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) P5 0 BARS W/ 3'COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALL; 3/4" = 1'-0" 2" MIN. (2) ff5 BAR CONT. 1" PER FT, MAX. FOR(1) #5 BAR CONT. I — n 3-112" (TYP, I 7.'-0" MIN, _ ALL SLABS BEFORE SLOPE I I ) I a ^� �° I II �� iS�► �� - I ... " ... 12 TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTI MODERATE SLOPE FOOTING STEEP SLOPE FOOTING Co�c� 0.2" 112'' 12" 2" / 12" - V-10" > V-10"' Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil ✓� shall be verified, prior to placing the slab, by held soil test or a soil testing lab. 2, The slab / foundation shall be cleared of debris, rools, and compacted prior to placement of concrete. 3. No footing other then 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 16'-0". Then a minimum of a Typo II footlnp is required. All slabs be shall 3-1/2" (4" nominal) thick. 4. Monolithic C/ OO CL slabs and footings shall be minimum 3,000 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or control fiber mesh: Fibermesh 8 Mesh, InForcel e3'" (Formerly Flbermesh MD) per maufacturer's � 0 specification may be used in lieu of wire mesh. All slabs shall bo allowed to cure 7 days before installing anchors, {� , 5. If local building codes require a minimum footing use Type II fooling or footing section required by local code. Local code governs. t r UJ (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCAI.E: 314" - 1'-011 Fr G11 Lawrence E. Bennett, P.E. FL # 1664,4 �C(.KjO ►.J n� r v 3 �^ CIVIL 8 STRUCrORAL ENGINEERING a f �' (CQoc.Qh (e C R P.O. Box 214306. Sown Dnylonn. FIJ2121 T916pnonn it y: (3801707-4774 Fax N: (0801707-0606 /'� Ernniv Iobpr4bollooulh.nN 5111, 4y OQ PAOE © COYYRIOMT71108 V 3A-38 NOT To BE RCPRODUCCD IN WHOIC OR W PART WITHOUT THF, WRITTEN PERMISSION OF I-AWRENOE E.OGNNET7, P.0 71 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 59, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: DHI TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA MANDEE E MARSH FIRST HORIZON. HOME LOAN CORP CLYDESDALE CIRCLE TRACT "A" A=927,6- 50• RIGHT OF WAY R.100.00' L;16.52' CB -N8433'41 "W PT Ce16.50'' 1" =40' _ N89'17'34 W 309.65' /� PT GRAPHIC SCALE j", 79 49 46"E 0 20 40 50.90' CENTERLINE OF g O 1 93' - X241' RIGHT-OF-WAY o r - WALK IS—S$9*17'34"E " _ 1.5: OFF _29.5 - ._: :'.,. ..S W. $7g�4g.48"E �—'�'P C 10' UTILITY'`'160''"'�� EASEMENT L`.•'••`', _ ONCRETE 1'2 OFF DRIVFjNAY N 3' ; .c 2, 5 ^`•`t� 17.7'19.7' • ` 17.7' �9 20.0'.COVERED nUs Ll_I ENTRY �U D O LL^'/ ONE STORY V p CONCRETE BLOCK (� RESIDENCE _ LOT 58 FINISH FLOOR EIEVAT10N=30.34 (D o LOT 60 01 A=9'27'46" z ,D. D' :� R=75.00' ;- '� 0 L= 12.39' 2\ 17.7• q 29.7' 17.7• 29 N I 4 CB=NB4'33'41 "W fel C=12.37' Sc r,��.LOT 59 RE�PLANSVIEWED ------ -------- "I" �20' ENVIRONMENTAL CITY u V CONTROL EASEMEN �� ® R JO 0 ----------- ____ WALL IS 2 -----_-__-__- 2.8' OFF BRICK WALL N89.35 18 W WALL IS 6s U r n ' 75.00' 28OFF OFFICE NOTE: TRACT "I" 1. ALL DIRECTIONS AND DISTANCES HAVE LANDSCAPE BUFFER BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND SURVEY, IF ANY. — - — - — - — - — BUILDING SETBACK LINE 2. PROPERTY CORNERS SHOWN HEREON WERE — — — — CENTERLINE 0 END NAIL AND DISC SET/FOUND ON 03-22-04, UNLESS OTHERWISE — — RIGHT OF WAY LINE LB #6393 (03/22/04) SHOWN. 4 131 EXISTING ELEVATION O SET 1/2" IRON ROD AND CAP LB #6393 (03/22/04) 3. THE SURVEYOR HAS NOT ABSTRACTED THE CONCRETE CNA CORNER NOT ACCESSIBLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS L DENOTES DELTA ANGLE DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY LS LAND SURVEYOR C.B. DENOTES CHORD BEARING AFFECT THE TITLE OR USE OF THE LAND. PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PER PI DENOTES POINT OF INTERSECTION 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN (M) PLAT MEASURED PC PRP DENOTES POINT OF EVERSE CURVATURE LOCATED EXCEPT AS SHOWN. END FOUND TYP DENOTES POINT OF TRANOENCY TYPICAL 5. NOT VALID WITHOUT THE SIGNATURE AND THE C;w S/W CP :-or:^r,ETZ ::.:'u( SIDEWALK CONCRETE PAD _/C COW CONCRETE BLOCK WALL ORIGINAL RAISED SEAL OF A FLORIDA LICENSED CS CONCRETE SLAB RP OHU RADIUS POINT OVERHEAD UTILITY LINE SURVEYOR AND MAPPER. PK CHORD LENGTH PARKER KALON ID IDENTIFICATION IHAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREONARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. ULAHING�i SHOWN HLKLUN AHL BASED ON THE EASTERLY LINE OF LOT 59 AS BEING S00'42'26"W PER PLAT. (FIELD DATE:) 12-4-03 REVISED: SCALE: 1 = 40 FEET APPROVED BY: Si REV CERTS 3/26/04 JOB NO. ASM42678 FOUNDATION FINAL 3-22-04 CKB DRAWN BY: PLOT PLAN 09/25/0 SL SD I AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32601 407) 426-7979 PUL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTE BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 0'l GALEN K �r�••TaL�LFIR 'SM