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HomeMy WebLinkAbout146 Cedar Ridge Ln (2)CITY OF SANFORD PERMIT APPLICATION Permit# : IVU ry Date: Job Address: / C 6`bA Z ,Z- (bG4' (AV IC, 54:,Vr-0A L Ae Description ofWork: _(A'S7ALL l(47t j5' A( UA10J01411 5(!12/-Q/tJ i!-00147 Wt7H Sof t, l�/fIJ//Lli,tltJ�t �2�(�T J Historic District: Zoning: Value of Work: S 01 Sd0 4 con/e2,-Mf- - Permit Type: Building Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Mechanical Plumbing Fire Sprinkler/Alarm Pool _ _ Addition/Alteration Change of Service Temporary Pole'_ — Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: /r� # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: -' 3 f - 5i d 7' 6000 - 6 � 00 (Attach Proof of Ownership & Legal Description) OwnersName &`Address: SO ti r1Z W N I `IU e tf )A -I1 1L- t"b C 5:. E?WC A'Ileyr,&1-2 `7 7 Phone: Contractor Name & Address: ': x �6� 10l'L Phone & Fax: ! A. yl)7- 3aa (,1 yf A6 A)-3 ( Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 0 -of 1 L"3 a-27,5State License Number: LSCC- C6 iu 73 Y :t Person: 2ictCg"1 Je4VAI 'e;a� Phone: (IL, ✓�� Zyy Le') Phone: '39-1Fax: -76,7 7 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, c:c. OWNER'S AFFIDAVIT: I cert-.'fy that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements o a Lien Law, FS 713. LAK Signature of Owner/Agent T Date Signature of Contractor/Agent 6ate Pnn Owner/Agent's Name Print C ntractor/Agent's Name t Nota. Ib13d4 a Signature of Notary -State Florid Da:e oC ¢ _ 1/2/2007 Bonded Ittru Inc 9wncr-'Agem is •!�_ P ona <y17AMtr to Me or 'roduced !D Kr ii- . — APPL:CA 11ON AP PROVED BY: Bldg: Zoning: (Initial & Datc) Special Conditionq: MY L Rte, AR Contractor/Agent is i PersoIl to M C001743H — Produced IO E*m 1/2/2007 Bended thru (800)432-4254 nu❑N Florida Notary Assn., Inc f.•.....•.•.....� .....a NON. ..t Utilities: [ is: .. ' _ (Initial & Date) (Initial & Date) (Initial & Pau-) �7q Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http-//www.scpafl.org/pls/web/re web.seminole county title?parcel=3119315270000026... 10/30/2005 :1i #13 Davi D JoH NsoM- CFA. ASA Z j< PROPERTY o '� W APPRAISER m 5EMINOLE COUNTY FL. > 1101 E. FIRST ST m SANFORD, FL 32771-1 468 W 447 -665-7506 1 41 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-527-0000-0260 Number of Buildings: 1 Owner: TRINH THIEN T & SON N Depreciated Bldg Value: $98.328 Mailing Address: 146 CEDAR RIDGE LN Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $20.200 Property Address: 146 CEDAR RIDGE LN SANFORD 32771 Land Value Ag: $0 Subdivision Name: CEDAR HILL REPLAT Just/Market Value: $118.528 Tax District: S1-SANFORD Assessed Value (SOH): $118.528 Exemptions: 00 -HOMESTEAD Exempt Value: $25.000 Dor: 01 -SINGLE FAMILY Taxable Value: $93,528 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified Tax Value(without SOH): $1.876 WARRANTY DEED 06/2005 05821 1481 $249.900 Improved Yes 2005 Tax Bill Amount: $1.876 SPECIAL 12/2004 05558 1573 $141.100 Improved Yes Save Our Homes (SOH) Savings: $0 WARRANTY DEED 2005 Taxable Value: $94.024 WARRANTY DEED 07/2004 05390 0975 $567.300 Vacant No DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 26 CEDAR HILL REPLAT PB 63 PGS 96 LOT 0 0 1.000 20.200.00 $20.200 97 & 98 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2004 9 1.120 2.680 2.215 CB/STUCCO $98,328 $99.321 FAMILY FINISH Appendage 1 Sgft OPEN PORCH FINISHED / 24 Appendage I Sgft GARAGE FINISHED/ 441 Appendage I Sgft UPPER STORY FINISHED / 1095 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "* Ifyou recently purchased a homesteaded property your next years property tax will be based on Just/Market value. http-//www.scpafl.org/pls/web/re web.seminole county title?parcel=3119315270000026... 10/30/2005 INS insirunico" ItrClr,►rC(l Ity: Richard f Zapf 2867 Stonewall Place ) it 117 Sanford, Fl 32773 Permit No. STATE OF FLORIDA COUNTY OF: MARYANNE WRWt CLERK OF CIRCUIT CART SEMINOLE COI1t+tTY PK is &010 PCV 1091 CLERK'S # 't¢i4e'�5;E'0c 4163 R", D 11l:?B N_ln 1t:B1: AN Wn.-IRbINr Fas mk KWRTIF.D BY L McKinley Tax Folio No. NOTICE OF COMMENCEMENT C-EffIFiED MR. WRYMWE MORSE CLERK QF CIRCUIT COURT .sEW * COUNTY, FLORIDA NOV 2 8 2005 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Description of property: (legal description of property, and street address if nvallnbic) 2. ,r,I S— description/of i �p �vementU,21 Q C.p �-"T Aj %I �F607 (. l °i t1 /� 3. Owner information: a. Name and address. 0 ti [ (.,jf t4A1 r` , Vic. 1 (1'6/1 -3 b. Interest in property - c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: Exterior Homesavers, Inc. 2867 Stonewall Place)tt- Ih Sanford, F132773 407-322-6149 SCC 056734 5. Surety a. Name'and address-, b. Amount of bond $ G. Lender: (name and address) it 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as 3rovided by Section 713.13(1)(a)7., Florida Statutes: (name and address) self, Owner7eesi nates the following person(s) to receive a co of the Uenor's Notice as 1. In addition to htm g 8 P () PY )rovided in Section 7I3.13(l)(b), Florida Statutes: (name and address) 9.. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a lif Brent date is succified) wom to and subscribed berg his /-j }�{ day of 14;o 1 L1L� y ( (Signature of Owner) Owner's Name t kal-� Address H /I—' G F (_✓i[ r lotarys Name y/�j %�) r-(,61/-"(b ��!% %; /". lotary's Comrhis,'1°1� ft :,R " g° M,: EXVM 1/212007 zTr 5 }YPk ° Bonded thru (900)43242S4. 3' 3 PLAT OF BOUNDARY SURVEY DESCRIPTION (As Furnished) _ LOT 26. CEDAR NIL REPLAT, according to the plat thereof as recorded in Plat Book 63, Pages 96-919 of the Public Records of Seminoia County, Florida, FOUND NAIL k (NSC STAMPED '19N�e PC SCALE: (P) PLANS REVILI�'r.. c8i OFFI CITY OF SAN,'DoT 27 1 0 Pio PU S F 9 �� 1, re'" G r4 4- f r ILS ob"ft , J � t ItOL SET IA" IRON ROD WITH CAP Sl'AMPED 'L9+6946' FENCE UNE IS OA' E. I SET 1/2- IRON ROD VAIN I CAP STAHPkD 'LAµtrr' 8' Fega UNE IS 0.6, E. I I I o D l M 811 t— V, SEI' 1/2' IRON ROD WT i CAp STAYPEo 'L9/604t1- 105.00e(P) IIACK OF WALK 15 a3' W. e. TWO STORY RESIDENCE #146 i I 1 . 1 i � 1y,...• seta• L..---------------6,D5.v t _ LOT 26 i b 1 S'89a51'S0'E 10 �.00'(P) LOT 25 ,HERMIT #..-- NOTE: A I'I a COMMITMEMr. WHICH MAY OR MAY NOT REFLECT AODITIONAL DOCUMENTATION, HAS NOT BEEN FURNISHED TO THIS FIRM, THEREFORE, NO ADDITIONAL DOCUMENTATION WHICH MAY OR MAY NOT AFFECT THIS SURVEY HAS BEEN REFLECTED ON15 iIS SURVEY. IF MAY E SlADDITIONAL DcNANGETAiION IS FURNISHED, Booed on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL TY MAP, FLOOD INSURANCE PROGRAM. FLOOD 1FnnolANCE NumbnA 120284 0045 E. 5ominolo County. Florida. Community m a scaling of said map lost doted 4/17/95. it oPP that tho OFanI dca rlbod FLOODING) Is shown to be In Zonc Xe. Said map I. not a Stingy and no reaponslblllty is toktln for the infofmaLlan curtained in or the accuracy of the 0b0v6 faferencod mop- ha dsscri tlan as turf" ad 1- -AIs Plat rapreern s a Boundary Ln 'a ro allenl'e In.truction and make■ Harrloan SurveyinQg and MOPPin9. In6' P� of poGGo.elon. no dalmo repOfdln9 arnarehlp o the SOUTH Ilno of Lot 28,. 1- BaaflnQ■ rnOrn h.roon ors haeed on Boing S 89,51'50 C, PER PLAT. 3. lAla survGyar has not „oorch■d the public roaafda or abetracta4 the lond ■her' h"— for aw■ment0. right of wyq covenants and foetrlatlons or airier Psrtin.nt race-ar"Ch tun■ho� �may . found the n the public rwicordot othir this erm county. ThI■ 4. the .motive dl■tdncs accuracy for boundoty ne dlfOr"' rhown human is In of 1 Fual In 10•DOD Feat, 5. Undarlyaund Improvementu and n�nlif tcd- vahina and Mapping, not b -on oln- td for the Glnryiar um e• Thle eurvay aerfarmed by y 9 ur ora Metal haraun. Ih1. drao.g by the tllante nomad hweoa for the CXP'.a. holed P P 1A not legally binding without my slQnature and uNQlnal rolsca amuawad wo1. No third party If Outhorl:ed to uaa trile drawing} In any w y and this surveyor moll not be hold Ilabln for domagas reraitinvv from the unauthOICad alafso, alI.gQI avocutiono or attempt. at dreurrlwniing Prupl6ad laws or p All Plot%, raP�■, notal Plans' epoatflcomal , apmPutd files, Hold nolo■ f darn, oU,ar dZcumenls and Inrtrumsnts prepared Oy Iht. firm a. 1nsLurr,ant■ ofman MtcNl alloll remoln the PraPsny of 019 firm. Thal fpm chalk httQIM Oil oGam Original lar, .ldtutory and at, cr ra%arvod nt', Hnadu�dlrn195ufvsy/nyNond Mapping. Inc, of thle drortnA rmna! m the P P Y HARRISON SURVEYIN+oI- ►NoDaf FPItNG IQn gI RS C� 32529 Okolocea Trail I Sorrento, Florida 32776 Phan o: (352) 73_i-1263 NO. 05-17494 Sheet 1 of 1 -----J SET 1/2' IRAN ROD WITH GAP $T/"PED 'LNMaf w $ACK OF WALK 15 0.3' W. II t CERTIFIED TO; REVISIONS AND ADDITIONS I M REG NAIL k DISK #43J2(STRADOLL Rs) SON TRINH EIANK OF AMERICA, N.A. CHASE TITLE INSURANCE CHICAGO 'TITLE INSURANCE COMPANY p = Datta (Intar"etion An9ia) DENOT}a CONCRETE 2 Nadlus – Wood Fence L – Arc Longth yYF . C.B. – Chord Bearing Mearurod rN) Ch = Chord Ian th C13W Conaf■la Block Wall PC – Polnt of Car euro PI – Point of Interseotlon P7 Polnt of TonganaY CNF =Corn✓ Not F.wnd P8 Plat took OHUL= Overhand Utility Urm ( Pago• PC6 Point of 5s01nning PRC S) Point or Reverse Gurvowro F'C = Paint of Commancemont CL chain Unk For (, _ Par Dcuxlptlon A C Alr CondlDaner BSL 6uildina Setback Lina R –Right–Ot–Noy pCC = Point of Compound Curvatura RP rr Radius Pohl -- Per Fiat (R) = Radial (P) (N,t) Nan Radlal Centarilne CNA Cornu Not ACee■alblr REG C d o Calculate O – REC IW .= Tangent Wearing Denet■. Unllty Polo 6FE aa.■ Flood Ejrvotian DRAWING: OS-1749d.DWGSURVEY DATE; 5/31 /05 INTENDED DISPLAY SCALE' 1 " 30' 1 DRAWN. SOR _. EXPECTED U5E OF THIS LAND: RESIDEN'T'IAL PURPOSES IT IS CERTtFlEO THAT THE SURVEY REPRESENTEO HEREON MEETS OR ORTH IN EXCEEDS THE MINIMUM ADM" ICTRATIVE CODES RSUANSET T To 5EC71ONPIE1`4 01017-6 202 FLORIDA STA%UTES. NOVALIDyi�Tl9/�dT TH�/,9GJ1scw Iut)Fvok ANDTHC f�MAPPER NAL RAISED DOL) V4Ujs, FI -Ida Rogbtrotttut 5084 zo -19vd SNIAI]MnS NOSIi NVI-1 OGZZSELZSE 0Z :9i S00Z/I0/90 2e.1 9 I o< ;I— �;j)rlY :�; . rlioI-)'s -,,p4u. 1` I f Ll'x?; , hL uM, SC ftA oG✓n !�.LL ►9Lun���V-Y1 c OL art Lel v1.0„�zt. i�GOk tjji:-rtr, /y, ru pa0J(, Y 5 �GIt Ic ) r�4 _ I o< ;I— �;j)rlY :�; . rlioI-)'s -,,p4u. 1` I f Ll'x?; , hL uM, SC ftA oG✓n !�.LL ►9Lun���V-Y1 c OL art Lel v1.0„�zt. i�GOk tjji:-rtr, /y, ru pa0J(, Y SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) SECTION 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 SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) 0 T STRUCTURE OR RTH WALL FRAME BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULT.4PlT P.O. BOX 214368, SOUTH OAYTONA, FL 32121 TELEPHONE: (388) 767-4774 FAX: (386) 787-6W -- - PAGR (C,) COPYRIGHT 2004 NOT TO BE REPROOUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMIC'iION OF LAWRENCE F. BENNETT. P.E. � �A�� - -- SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS �- ' 'LW' FOR / MAX. / / UPRIGHT ' / H*THEIGHT (h) i EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 1" x 2" a tv11N. 3-112" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37,38,39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING ' (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM 'P/2' SIZE BEAM AND UPRIGHTS (SEE TABLES)JL-- O.H.­�1 SOLID ROOF NO MIA.XINIUM (ELEVATION SLAB OR GRADE) 4 VARIES �VA.RIS >�------= ' r' VARIES - - ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) P = PROJECTION FROM BLDG. LW = LOAD 7,10TH NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION Wl 114" x 2-114" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W! #10 x 2-1/2" S.M.S. Wl WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" U.C.. ANCHOR BEAP�i AND COLUMN INTERNALLY OR Wl ANCHOR CLIPS AND (2) #8 SCREWS W1 WASH ERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P12 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALT_ BEAM FiR!DM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER VviItiD ZONES USE THE FOLLOWING CONVERSION: 10C 123 r- 13C 140 1 150 { l '• " r TYPICAL SCREEN RUOff_ Lawrence E. BPn7' ll Cml ENCINEEP P O. BOx 21 43^ TEIEPt F•'. ►AGE � . - ! 3A.2 SCALE. 306' 1 -6 6 41 A 1 1 v . r _' - y" : , ✓ C;: 'J'NNENCE S. SENNETT. P E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS i 1/4'x 6' RAWL TAPPER ALUMINUM FRAME SCREEN THROUGH 1"x 2' AND ROW WALL 1 LOCK INTO FIRST COURSE OF BRICKS ROW LOCK ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS 'K' 2'-0" MIN. 3-1/2" BEFORE SLOPE — i ALL S TYPE I FLAT SLOPE / NO FOOTING 0-2"/ 12" / SCALE: 3/4"= 1'-0" P (1) #5 BAR CONT. S) Q A . dao , . 8 TYPE II MODERATE SLOPE FOOTING 2" / 12"- V-10" 4" MIN. 1. The (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > V-10" �-ndattions - vn are basEd on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil s �aang the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 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 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh e Mesh, InForceI e3"" (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type 11 footing or foc3ting section required by local code. Local code governs. (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 SCALE: 3/4' - V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • OEVELOPMENT CONSULTANT P.O. BOX 214W. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-477A F.ta: (3AS) 757 -MM PAO* �") CCP`II114NT SOOs 3A-38 NOT TO BE REPRODUCED cH W,40LE CR "A a .,O TMCUT THE wnrrmN PERM Ss*N os LAWRENCE E- DENNM. P.L I 0VKttN, ACRYLIC: & VINYL KUOMS COMPOSITE ROOF PANELS: (4)114' x V LAG BOl TS Wl 114' FENDER WASHERS PER 4'-W PANEL ACROSS THE FRONT AND 24' O.C. ALONG SIDES 2'x2'OR2'x3'HOLLOW GIRT AND KICK PLATE 2'x 2' HOLLOW RAIL SECTIONIA PANELS ATTA& " ` HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-112' S.M.S. IN SCREW BOSSES POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2' S.M.S. IN SCREW BOSSES 2'x2%2'x3'OR3'x2' HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITIri MIN. (3) #10 x 112' S.M.°. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3' = V-0' x 2' OPEN BACK 60: Ohl 11 ,11 L. 1/4' x 2-1,4' MASONRY ANCHOR (§ 6' FROM EACH POST AND 24.O.C. (MAX.) Lawrence E. Sennett, P.E. FL # 16644 cam. &%V#SM • oovntW%Wr=M&rAW ' PAX 0" IV -NN 6*mfvma IL Mow" PJL . n SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4"x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = l'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS {Ll' ROOF PANEL ROOF PANJE'L TO WALL DET SCALE: 3" = l'-0" WOOD STRUCTURES SHOULD CONN TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 150/6 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 1-1/4" 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: p100-123 130 140 _150 #E #10 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32127 TELEPHONE: (386) 767-4774 FAX (3M) 767-6556 PAGE i 7 A 1 I3 COPYRIGRT 2004 "�F NOT TO BE REPROOUCED IN WHOLE '.;4 IN F'. s T YJr: t'i'"t;T ('HE 'WHITEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS RIDGE CAP #8 x 9110" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHERS #8 x 112" S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTIO #8 x 1-114" SCREWS (3) P PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER SECTION 7 SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM.FOR GABLED APPLICATION :.:.:............... I PAN OR COMPOSITE ROOF PANEL #3 x 112" S.M.S. (3) PER PAN ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL SCALE: 3" = V-0" WHEN F;PANELS f OR PANS 0 , c,C PATES. (3 EACH " SORE ,S S HAVE A hilNl 1U" L?. T OFiAL1.!"I: ' ICAULK AL_ EXPOSED SCREWi. HE. -JS a •'iASHERS FOR COhirOSI T E ROOFS: #10 x (, + 112") S.M.S. W/ 1-114*0 FENDER WASHERS @ 12" t `•.0 (LENGTH = PANE_ THICKNESS + 1"} L ROOF BEARING ELEMENT (SHOYilki) AND 24. O.C. @ NON-BEARING ELEMENT (SIDE 1. h12" LONG S.`:1.S. _ L Ji AN liVASH =R ROOF PANEL (PER TABLES SECTION') SUPPORTING BEAM �— (PER TArLES) WALLS} ROOF PANEL TO BEAM FASTENING DETAIL SCALE. Y= V-0" A„ Lawrence L Bennett, P.E. FL # 16644 ' Erva aNGiNEEP • OEVELos uvoyrcoNsurve ,14364. SCUTH CAtIONA. R132�1� --' - 'EIEP�+OhE: '(3ee1 78T-AT76 ' Rpt: 13m rE -am 7-21i fn COera•G :4. Z �v R "�tl�'0• "'+Gc•.�:yl .N ���Ct.:.t3A .M 7�p.: 'N��*q:UC i Vv:IC, e.b �-'CHrar S. N. .. w- . SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval #F0049 Ma urers' Propr+ try Products: Alumin 5 H•14 or H•25 Foam Core E.P.S. #1 Density M. x 48" x 0.024" Pa is Foam Core E. . #1 Density pen Structures Screen Rcoms Glass & Modular Rooms OverhaU 1 IT, ono -Sloped Roof overs Enclosed CantileV* Region 132 3 4 182 3 4 182 3 4 All span span span span span span span span span Roofs 11 ' 9" 16'-3" 4'-0'21 23'•10' 23'-C' 22'-9" 2 17'• 0 23'-10" 23-0' 88 20'-1 2" 13'-9" 15'-1" 14'-10" 4'-0' PH 20'_" 22'-9" 21'-11'-5' 1 19'-5" 1 18'-10" 12'-6" 13'-11" 13'-6' 4'-0' 123 MPH 19'45" 2','•10" 21'-1' 15'•11" 18''11•' 18'-3" 11'-8' 13'-8" 130 MPH 18'-0" 20'-2" 19' 17'-9" 16'-3" 11'-1' 12'-11" 12'-6' 4'-0' 140 MPH 12'-4" 3'-9' 13'-3' 12'-4" 13'-9" 13'-3" 10'-3' 11'-6' 11'-1" 4'-3' 150 MPH 1 12'-1" 1,3'-9" 1 13'-3" 12'-4' 13'•9" 137- 9'-6" 10'•8" 10'-4' 3'-11' Y x 48" x 0.030" Panels Foam Core E.P.S. #1, Density Open Structures Screen Rooms Glass 3 Modular Rooms Overhang I Wind Mono -Sloped Roof & Attached Covers Enclosed Cantilever Region 182 3 4 182 3 4 132 3 TT All span spanspanspan span span span spanan Roofs 100 MPH 1 24'•11' 21'•11' 1 27'-0' 1 23'-10" 1 26'•8' 25'-9" 18'-8" 20'-10" 20'-2" 4-0 110 MPH 24'-1 t' 1 27'-11' 1 27-0" 21'-11" 1 24'-6' 1 23'-8" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 1 23'•1,0' 1 25'-8' 1 25'-9' 20'-5" 1 22'-10' 22'-1" 14'-B" 17'.8- 15'-10. 4'-0' 123 MPH 22'•1" I 25'-7" 24'-9' 191•10" 22'-2' 21' 5" 154" 16'-0' 15-6" 4'-0' 130 MPH 2?' -2" 123'-7" 22'-10' 13'-8" 20'-10" 20'-2" I 13'-7- 15-2" 141-8" 4'-0" 140 MPH -5 1 15' 2- 15-7 s' 5' 16'-2" 15'- 12'-8" 14 -2" 13'-8 4' )' 150 MPH i t.r.5 I .5 -2^1 15'-7' 14'•5' 10'-2" 15'•7" 1 2 13'-2" 12'-9' 4'-0" 4" x 48" x 0.024" Pane's Foam Core E.P.S. 41 Density LM pen Structures I Screen Rocrom s v:ass 3 Mcdular Roos Overhang ono -Stoped Root 8 Attached Covers I Enclosed Cantilever I Region ( 4 152 I 3 1 I 132 1 3 scan j ,can span span span scan I span span j span I Rocts 100 MPHi :3' 2= 2' 25-3" 22'-3" 24--1, , I j •_ 5. i 8• :.J. I 4 0. 110 MPH 21-5• 25 -2' 25 -3• 20'45" 22'- I 22'-2 t 5 t" 1,2-0 I 1 i'-5' — -0, 120 MPH', 2 '-Y 12- 1, 2. ). t.. �1'- I 2n. I 1?' -9" 123 MPH 2' '_ ~?- 22'-2- I .� g 20'.9- 2�' ;3' S' j 1- .. I 1-.'-0" 4' ' 30 MPH iy' 9' 22' 1 -4" 1T5' 19'-0" 1a .0.. .. •?. t -2' 1345.. I 4.-0. 140 MPH 1145' 15'-1' is' -7' 13'45' 15'-t' 14'-7' 3' 13'-3" 12'•9' 4'-0' - 150 MPHI 13.45' I 15' 1" 14' ;- 13.45' 15-1' 14'.7" 10'.5" 12'"' 11.-4- 4" x 48" x 0.020" Panels Foam Core E.P.S. #1 Density I Note: Total -Oct oanei width = mom width • wail width • overhand _ MELawrence E. Bennett, P.E. FL # 16644 i Gvn.ENCuvEEP CEvE�rvf.v.'CC+SUIu,v' Elite Aluminum Corporation l a J ©Ox 2+41Ee SCurH pxrw OA. FL 12 :+ 180' N.W. 84th Str"t ✓ ow o b I r[�EP"Or.E OW'sr�n.�-_� Ft. Lauderdale. Ft.133QS FA -A rs!u: •e-asse Tel: (9 5A) 491-3700 Fax: (954) 491-1433 r-RAM cop yp�d�1 •< /gyp !�n•. t -•N r���.�'.v''!Cl.`=.vm^�:`�c_Fvi�$iCr�Oi ��VA. CL L.0 L ECTION 3A SCREEN, IN L ROOMS Tabie 3A.1.1-110 Allowable Edge Beam Spans - Hollo':, or lic or For 3 second wind gfust at 110nMPH velocity; fusinnyl g design load of 11 WSF num Alb 3 Td 8 9 (361SF for Max. Candlever) Width (ft.) S 7 MAX. 5 V1 (bendin 1 b 2 Span 3 Span S'4' d 6'•7' d 6.2' d 4'-9' d 5'•1 t' d 5'-8' d b- or do actlon' 4. Span Max. Cantilever 6'-9' d 1'-1' d 6'-4' d 1'-0' d 5'.11' b 0'-11' d 5'-7' Load - Max. Span I'l bendin Width (ft) 1 3 2 Span 3 Span 5 5'-8' d 6'-11' d 6 5'-4' d 6'•T d 7 5'-1' d 6'-3' d b' or deMction' 4 Span Max. Cantilever 7'-1' d 1'•2- d 6 '- d 1'.1- d 6'-4' d 1'-0' d j b 0'-11' d 8 4'-10' d 5-11' d 6'-1' b 9 4'-5' d 5'-5' 0'-11' d b 0'-10' d 9 4'$' d 5'-9' d 5'-9' b 10 0'-11' d 11 4'•3- d 5'.2' b 4'-11' b 0'-10" d 10 4'-6' d 5'-6' d 5'-5' b 0'-11- d 12 4'-1' d 4'-11' b 4'-9" b 0'-10' d 11 4'-4' d 5'�' d 5'-2' b 0'-10' d 3 -11' d 3'x 2'x0.045- 4'.8• b 4'-T b 0'-10' d 12 4`-3' d 5'-2' b 4'-1 t' b 0'-10- d Load (ft') 'L'1(bendln 'b' or do octlon'C 3-x2"x0.070" Load Max. Span 'L'1 bendin 'b' or deflection'Width MMax. 3 S n 4 S an Max. Cantilever Width (ft.)P 3S an p 4S �n Max. 5 6 7.5' d 7 -7" d 1'-2' d 5 6'-9' d 8'-5'. d 8'-7" d Cantilever 1'-4" d 7 T-0- d 7'-2' d 1'-2'd 6 6'-5' . d T-11' d 8'-0' d l'-3' d 8 -5 d 6' 8' d 6'-10' d 1'-1' d 7 6'-1' d T-6' d T-8' d t'•3' d 9 5'-2' d 6'-4' d 6'-6' d I1'-0- d 8 5'-10' d T-2' d 7'-4" d 1'-2' d 10 4 -11' d 6'-2' d 6'-3' d 0'-11' d 9 5'-7' d 00"'-11' d 7'-0' d 1'•1" d 11 4' 9• d5'=t t' C 5'-11' b 0'-11• d 10 5'-5' d 6'$- d 6'-9' i' -t' d 12 4'-8' d 5'-9' d 5'-8' b 0'-11' d 11 5'•3' d 1 6'•5' d .d 6'-T d 1'-0' d 4'6r d 2"x 3 z ' 0.045^ 5'-7• d 5'_5' b 0'•11. d 12 5'-1' a 6' 3' ' d 6'- 5 ' d -0 1'' d Load Width (ft.) Max. S an 'L• I (`• P ..ordln 'b' or deflec:Jon'd•) 2" x 4" x 0.050" Load Max. Span 'L'! (bendln9 'b' or deflection 1 b 2 S n Pa 3 Spa^ 4 Span Max. Cantilever, Width ft. ( 1 3 2 Span 3 Span 4 S Pan Max. 5 6 T-0 d ; .3 d 9, 5. .d. V_E C 5 g�3 d 1 1' 11' d 12.2' b Cantilever 1'.11• d 7 T-0- d 8'$' d 8' 8' b t'-5' d 6 9'-1' d 1" 3' d 11'•1' b 1'_10' d 8 6�-8' d 8'-3' d 8'-1' b V-4- d 7 8'-8' d 10'-8 b 10'-3- b 1'-9' d 9 ti' -5' d T 9' b- -40-- 7'-0' b l'-3' d 8 8'-3' d 9'-11' b 9'-7' b d 10 6'"2' d. 7- 0T-1' b 1' 3- d 9 T-11' d 9'-5' b 9'-1'b i'•7' d 11 5'-11' d 6'-11' b 6--9' b 1'-2' d 10 7'-8 d 8 --i1- b 8'-7' b d 12 5'-9' d 6'-8' b 6'-5' b 1'-2' d 11 T-5' d 1 8'-0' b 8'-2" b 1'-0• d Notes: 5'-7' C 6'-t' h 6'-2' b t' -t' d 12 T-3' d 8'-t' b T-10' b t'•5' d 1. Above spans do not include length corxlec-tfort to of knee brace. the above spans for total beam Add horizontal distance from upright to center of brace tc beam 2. Spar's may be interpoiated. spans. Lawrence c:. Bennett, F.E. FL # 16644 0 *0**Vt-0"1M0PVXv'%.cryLr HT - p.0. taax 21431K Xt'-N 0AYToP'." RL 32121 Tajp"oftq: csr)'V.r7< ,. RAX' (3641 M7-e5ae ,a.n. 3A- , v .. �,► em r,eo►.: �, tR" " act *'7R"/00Vf•A sr v Ori A vaAT wTrKx T rw4 wwnfTEw Pon4sspow o* LAwmL4cs C e004rr. 0.11. LA SE!TION 3A _-SCREEN, ACRYLIC & :'ONS - Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 WSF Sections 3'-0" 1 3'-6" 1 Tributary L 4'-0" 4'-6" Allowable Neigh 'W' = Purlin Spacing 5'-0" A 5'-6" 1 6'-0" 1 6'-6" 1 ending'b' or deflection 'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5' b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6.8" b 6'-5" b 6'-2" b 5-11" b x Hollow 10'-3" b 9'-0" b 8'-11' b 8'-5" b 7'-1 " 7'-7" b 1 7'-3" b 6'-11" b 6'-9" b 6'-6 b 3" x 2" x 0.045" Ho ow 1 11'-3" b 10'-5" b 9'-9" b 9'-3" 8'-9" b 138'-4" b 1 7'-11" b 7'-8" b 7'-5" b 7'-2" b Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b - 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 45" Hollow 12'-9' b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 50" M4"x Hollow 16'-3' b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 46" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 50" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b .50" S.M.B. 26'-1' b 24'-2" b 22' 7- b 21'-3" b 20'-2" b 19'-3" b 1 18'-5" D 1 17'-9" b 1 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3' b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'4" b 13'-4" b 1 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 1 17'-7" bi 16'-3" b 15'-3" b 14' 4" b 13'-7" b 12'-11" b ?2' S" b 11'-11" b 11' 6" b 11'-1" b For 3 second wind gust at 120 MPH velocity; using design load of 13 9/SF Sections 3'-0" 3'-6" 1 Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H'I bending'b' or deflection'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b T 1" b 6'-8' b 6-5" b 6'-1" b 5'-11 " b 5'-8" b 5'.6" b 2" x 2" x 0.055" Hollow 1 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6' 3" b 6'-5" b 6'-2" b 1 5-11" b 2' x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-0" b 8'-0" b 7'-8" b T-4" b 7'.!* b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-'•." d 11'-5" b[ 10%8" b 10'-1" b 9 7" b 1 b j A'-9" b 1 6'-5" b b'-1" b 7'-10" b 0.045" Hollow 12'-10' b 11'-11" b 11'-2' b 10'-6" b 1 9'-11" b j 9't" b' 9'-1" b 1 3--9" b 8'-5" b 8'-2' b 0.050" Hollow 14'-11" b i3'-10' b 12'-11" b 12'-2" b 11'-7" b 11'-0" ol 10'-7' b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x O.C46" - S.M.B. 17'$" b 16'-3' b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 1 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-0' b 1 20'-1" b 13'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-3" b i 1 X-9" b 1 4'-2." b 13'-9" b 2" x 6" x 0.050" S.M.B. 1 23'-1 1" b 1 22'-2" b 20'-9" b 19'-7" b 18'-7" b 1 17%9" b I 16'-11" b 16-3' bi 15-8" bj 15'-2" b 2" x 2" x 0.044" Snap 1 10'4- b 9'-7' bi 8'-11" b 8'-5" b 7'-11" b 7'-7" bj 7'-4" bl T-0" b 16'-9" bj 6'-6" b 2" x 3" x 0.045" Snap 13'-3' b 12'-3" b 1 t'-5" b 10'-9" b 10'-3" b 9'-9" b 1 9'-3" b 1 8'-11" b 1 8'-8" b 1 8'-4" b 2" x 4" x 0.045" Snap 16'-2' b 14'-11' b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 1 11'-5" b I 10'-11" b 10'-7" b l 19-3" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to bearn ronnection to the above spans for total beam spars. 2. Spans may be interpolated. i Lawrence E. Bennett., P.E. FL # 16644 CIVIL ENGINEEP - CEVEL CPMENT CONSUL. rANT a 0 BOX 21436x. SOUTH DAYTONA. FL 321< i i €:EPHCNF. (-^361) 761-4774 Fkx. (3&0 7574MA I /� ((� COPYArGHT 2044 1 JA -24 jV� NCr rO N@ REPRCOUGEO ,N 'A -CO E OR % PART :17' -ACU` -E ::uCy�i ?c MISE Cti CA 1,'�.RCNCE S. nFNNE^.