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HomeMy WebLinkAbout434 Fairfield Dr (2)It Permit # : (%p—,; C Job Address: Description of Work: Historic District: Zoning: Permit Type: Buildingy Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures _ Plumbing/New Residential: # of Water Closets. CITY OF SANFORD PERMIT APPLICATION . Date: Xhi' 06 r Total Square Footage REOE►VED Value of Work: $ 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 Occupancy Type: Residential Commercial Industrial Construction Type: Hp of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address:- IX)V f,;_ Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Eagincer: Address: Phone: 9 7 - ROW <'V Ir `fL . 3Kl SyState License Number: G4 -e Os -rt 42i?. / Contact Person: R_eyi �q Phone Phone:�119-7 Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 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 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 to da Lien Law, FS 713illsloi Signature of Owner/Agent Date Sign ure of ntractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZON ' IL: Special Conditions: Rev 032006 FD: Printra r/ g is Name J�) Signature of Notary -State of Florida Date DEBBIE BLANTON MY C]on 1�t i(WCoMMISSION,,# DDD C]on ra188491 �i PRS r ENG: BLDG: Ll January 01, 2006 LAWRENCE 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 2004 ed "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2006. 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 2006. Our authorization is based on a January to January basis requardless of the edition of the manual. This authorization also applies to contractor master file drawings, " ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. Kevin A Hay CRC058186 Oasis Aluminum, Inc 2856 Afton Cr Orlando, FL 32825 They are hereby added to my 2006 MASTERFILE LIST Should you haveany questions please contact me at your convenience. Sincerely, . Bennett, P.E. #1664 Phone: (407) 932-2770 Carports, Screenrooms, Pool Cages, 420 FRANCISCO WAY Fax: (407) 932-2771 Siding, Windows, & Doors KISSIMMEE, FL 34758 TATE LICE SED CONTRACTOR: CRC058186 OWNER/BUYER ONTRA T/ESTIMATE DATE ADDRESS PRODUCT — P�77•ralvl�. CITY FL ZIP PHONE OTHER The undersigned seller agrees to seg and the undersigned buyer(s) jointly and severally, if more t' fine, agrees to purchase the below described goods and services which arc o be furnished or used in the modernization, rehabilitation, repair, alteration or improvensent of real property located at buyer's address given above for the cash price and upon tht terns and conditions as set forth herein. DESCRIPTION OF GOODS AND SERVICES - PROJECT COMPLETION i PROJECT DELIVERY DATE 200 UNPAID BALANCE D E AMOUNT LEFT i PRO) T PLETED DATE 200 TOTAL BALANCE �r S .PAI L A1gf VXIZ i>ATE 200 BUYERS ACCEPTANCE: We agree to and accept the specifications, prices and conditions stated. Oasis Alungum, Inc. is authized to do the work specified. If this is an in home transaction, we have the right to cancel this agreement by giving written notice by registered mail within three business days. Buyer(s) acknowledges dsat dtis contract was completely filled in prior to execution and acknowledges receipt of an executed copy of this cash contract. AUTHORIZE SIGNATURES x Date C STOMER SIGNATURE Zwx Date J� 1plt./ `> 7 b •; a' bay✓ 1� '( 31' 5-3yv -3y✓ Z,5 - � - 3 l�Siz 9 i Lmnd 9 -If 8v Is and Abbreviations: Boundary Lina &g Bearing F*W Field Mewvured PCP Permanent Gontroi Point P T Pcxnt of Tanaen•�y r _j,aaraMna Cetc Calculated Fnd Fouts! F I nl Point or intersection Piotessronal 1-4410Survavnr R RLS Ra,:hus Registeitn) Land Surveyor Right -or -way Line C 8 Cofcrete Bleck Chcird '3ov 1. 48 Government L,censed Bas,r,ess P6 P Pont of Beginning Right-of•way - - Overnead t rolity Line Ch Cori: Concrete O.R otlk1i81 Recoios PO `' Point of CornmtowfoineM Sac Sac Semon - - - - - Easement Line p Guctral Angie Const Constnrcbnr Pav't Pavernent P R : Point of Reverse Curve SIT T8 M Septic rank Temperaiv Bemn Mark ARC A,,: Lena 011 Concrete Stab PC Point of Curve PR M Permanent Reference Monument elk Block £lev Elevation PC C Point of Corriwund L.urve P S i Po,ni of S+red Interwtion W' Witn Boundary A.D. P.K. WAji- -M -ye-�jy •-.i \ l S\,p F'�': psi `� -f ia�. ,P ►�. Nat_ � Tn.e 1-w�T'120.617 Pt:av TZtCCr'ic� k,S.L�4 P�P�TPC d 97.9Z Pt AT E Frew I i IrA4.v !+q� .air t ro sq ,rAi f �S --(N I-1�NO.sg�` ► � ': ii Z /P= ��r. FND.5i fZ�tcoo I Nlwtffc �� V v \ 4? f f*i�. •� i.., - II w/C:/" S- -494 ICR„Tf FiELL� I Y)r Fr+` 5 sy,_. L^,tC eiTAj li ` Q 1. I v8q°3811"E t 524947 �Q� w, C4* �Sw2w4�� Dy `5ET?JklLt P1.5 C ' 7✓ �'`� CAP 3Ca stcvict 6eK� i c -4,4 t C ZzoL. R4t7 Br. o e�41 �s Sin !, + � F po 15 1 .! - % (3 _Sic:'ES�I CPL4r i\ 5&q038 17 V4 lP t eLo 7r-tk FrvO Il aEtEoaS VGag <qy e wrt CAP i- `--,- Z_494, iI w/ CAP - S- Z`+9V- �` SE k.viCE lgOh r(.,.n) ( . F'ti o. P. A. N moi` $ T7- O L 3 - Z444 Pz P A.T P4 ."- According to the Federal Ernergency Managenieru Agency's 'Flood Insurance Rate Map'. Community Panel Number I to ZQ At -0045-ii Revised A P ItIL 1.1, 1 R9S . the property dewibed and depicted herom lies in Zone A* ("Anes determined to he dwuide ?ftp year I1iind plain"I. and .ioc% not Itc within any 'SPcctal FI(Kx1 Hazard Arca Fn G S� g R E )aot7 wJ CfsP i 5 "Z+9+ r Dcsc>►��n7�fl� GEL6F-Y .^A A., A�' !'�' �'cA-T ;3oOK i5 FAGEs ?`l ;1ti0 3i�; iJc-rL3�-/C P.E�7oP-D5 SErr 1140 (< Coca^,i-r"y' F( -O e i t) CFRTIFiET) To M krto ti L 4. I I hereby ce my that this map ae•� cis' a -. rve reric rued nd SMITH DRAFTING & SURVEYING, INC. 414-B N SPRING GARDEN AVE DELANO FL 32720 DEL'ONA FL (386) 734-7047 i386! 789-2855 DRAWN BYC 3 :, �-7-� REVISIONSC.- CREW CHIEF SCALE 1 a = `c DATE .,.5 u N F 1(p, 2 0 Off+ 1YO" cb- 7371-04 ._ , y u 0717y superv, sb. and is Cor•ect to the best of my knowlecge and be;iek and that this survev meets the minimum technical ctandaros set forth by the Flonda Board of Professional Land Si,rveyors it Chapter 61617 6, Ronda Adinin,Strat,ve Code. purs,:ar. to Section 472 027 Florida Statute--.\ f* i Styp.ev E ;omni. Ftt rttiet irfi stere I 1 -and Suiveyor C,kWificato Number 1735 NOT VALID _UNLESS ._SEAL IS EMBOSSED N._' N; a -.;r„merts of iecurd tefr,rcbnt3 easements. 6mnahOns, owne- shir' 1esehrations. rebtrclions and, or fight -of -ways. if any, have been p,c videil to this surveyor, except as shown No undergrourd instal,ations or uo iv; •3 have been located. except as shown SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) r H SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED'SOL"ID'R_OOF'E_NCL-OSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787-4774 FAX: (388) 787558 PAGE Q COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1"x 2" PLATE TO CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN — 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN, 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, ACRYLIC & VINYL ROOMS BEAM / HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1"x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3"= V-0" ANCHOR 1"x 2" CHANNEL TO CONCRETE WITH 1/4"x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6 -10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x2"OR2"x3"OR2"S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. Qa EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE L"TERNATE PATIO.SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 767.4774 .FAX: (388) 7876558 PAGE Q COPYRIGHT2004 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. I SECTION 3A EDGE BEAM 1"x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1"x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 12) #10 x 1-1/2" S.M.S. 'HROUGH SPLINE GROOVES ;IDE WALL HEADER ►TTACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. ,IDE WALL GIRT ATTACHED 1 x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM' RAILS ATTACHED TO -ONCRETE W/ 1/4"x2-1 ONCRETE/MASONRY NCHORS Q 6" FROM EACH OST AND 24" O.C. MAX. AND /ALLS MIN. 1" FROM EDGE OF ONCRETE PICAL.&-ALTERNATE-CORN ER - DETAIL � SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787-4774 FAX: (388)787.65% PAGE © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS I Table 3A.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF (36 #/SF for, Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 1 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' / (bendin 'b' or do ection'd') 1 db 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 18, 2 Span 3 Span 4 Span Max. Cantilever 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 5 5'-8" d 6'-11" d T-1" d 1'-2" d 6 T-0" d 6'-2" d 6'4" d 1'-0" d 6 5'4" d 6'-7" d 6'-8" d 1'-1" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 7 5'-1" d 6'-3" d 6'4" d 1'-0" d a 4'-7" d 5'-8" d 5'-7" b 0'-11" d a 4'-10" d 5'-11" d 6'-1" b 0'-11" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 9 4'-8" d 5'-9" d 5'-9" b 0'-11" d 10 4'-3" d T-2" b 4'-11" b 0'-10" d 10 4'-6" d 5'-15" d 5'-5" b 0'-11" d 11 4'-1" d 4'-11"' b 4'-9" b 0'-10"- d 11 4'4" d 5'-4" d 5'-2" b 0'-10" d —X12_._. T-11" d 4'-8" b 4'-7" b 0'-10" d 12 4'-3" d T-2" b 4'-11" b 0'-10" d 3" x 2" x 0.045" S 3" x 2" x 0.070" Loa'd' 'Max. Span 'L' / bendln 'b' or deflection 'd' Width (ft.) 1 b 2 Span 3 Span rpanj CanllX. Load Max. Span V/ bending Width (ft.) 1 3 2 Span 3 Span 'b' or deflection 'd') 4 Span Can clever _5__,_„ 6'-0" d 7'-5" d T-7" d 1'-2" d 5 6'-9" d 8'-5" d 8'-7" d V-4" d 6 5'-8" d 7'-0" d 1 T-2" d 1'-2" d 6 .6'-5" d T-11" d 8%0" d 1'-3" d 7 5'-5" d 6'-8" d -6=10" d 1'-1" d 7 VA" d 7'-6" d 7'-8" d 1'-3" d a 5'-2" d 6'-4" d 6'-6" d 1'-0" d 8 5'-10" d 7'-2" d 7'-4" d 1'-2" d 9 4'-11" d 1 6'-2" d 6'-3" d 0'-11" d 9 5'-7" d 1 6'-11" d 1 T-0" d 1'-1" d 10 4'-9" d 5'-11" d 5'-11" b 0'-11" d 10 5'-5" d 6'-8" d 6'-9" d 1'-1" d 11 4'-8" d 5'-9" d 5'-8" b 0'-11" d 11 T-3" d 6'-5" d 6'-7" d 1'-0" d 12 4'-6" d 5'-7" d 1 5'-5" b 0'-11" d 12 5'-1" d 6'-3" d 6'-5" d 1'-0" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span V/ bending 'b' or deflection V) 1 b 2 Span 3 Span 4 Span Max. Cantilever Load Max. Spa V/ bending Width (ft.) 1 b 2 Span 3 Span 'b' or deflection 'd' 4 Span Max. Cantilever 5 T-6" d 9'-3" d 9'-5" d 1'-6" d 5 7-8" d 11'-11" d 12'-2" b 1'-11" d 6 T-0" d 8'-8" d 8'-8" b 1'-5" d 6 9'-1" d 11'-3" d 11'-1" b VAT d 7 6'-8" d 8'-3" d 8'-1" b 1'4" d 7 8'-8" d 10'-8" b 10'-3" b 1'-9" d 8 6'-5" d 7'-9" b 7'-6" b 1'-3" d 8 8'-3" d 9'-11" b 9'-7" b 1'-8" d 9 6'-2" d 7'-4" b T-1" b 1'-3" d 9 T-11" d 9'-5" b 9'-1" b 1 1'-7" d 10 5'-11" d 6'-11" b 6'-9" b 1'-2" d 10 7'-8" d 8'-11" b 8'-7" b V-6" d 11 5'-9" d 6'-8" b 6'-5" b 1'-2" d 11 T-5" d 8'-6" b 8'-2" b 1'-6" d 12 5'-7" d 6'4" b 6'-2" b 1'-1" d 12 T-3" d 8'-1" b TAT b 1'-5' d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (366) 767-4774 FAX: (386) 7676556 PAGE © COPYRIGHT 2004 3A-1 0 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.4-110 Allowable Spans for Ridge Beams with Self Mating Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF Self Mating Sections 5'-0" 1 6'-0" Tribµta Load Width 'W' a Purlin S acin } 1 7'-0" 1 8'-0" 9'-0" 10'-0'. Allowable Span V/ be ding 'b' or deflection 'd' 11'-0"1 12'-0" 2" x 4" x 0.044 x 0.100" 14'-6" d 13'-6" b 12'-6" b 11'-8" b 11'-0" b 10'-5" b 9'-11" b 9'-6" . b 2" x 5" x 0.050" x 0.100" 17'-11" d 16'-8" b 15'-5" b 14'-5" b 13'-7" b 12'-11" b 12'4" b 11'-9" b 2" x 6" x 0.050" x 0.120" 21'-0" d 19'-3" b 17'-10" b 16'-8" b 15'-9" b 14'-11" b 14'-3' b 13'-8" b 2" x 7" x 0.055" x 0.120" 23'-9" b 21'-9" b 20'-1" b 18'-10" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 2" x 7" x 0.055" w/ Insert 28'-11" d 27'-3" d 25'-11" d 24'-9" d 23'-7" b 22'-5" b 21'4" b 20'-5" b 2" x 8" x 0.072" x 0.224" 29'-8" d 27'-11" d 25'-11" b 24'4" b 22'-11" b 1 21'-9" b 20'-9" b 1 19'-10" b 2" x 9" x 0.072" x 0.224" 32'-7" d 30'-5" b 28'-2" b 26'-4" b 24'-10" b 23'-7" b 22'-0" b 21'-6" b 2" x 9" x 0.082" x 0.310" 33'-9" d 31'-9" d 30'-2" ' d 28'-10" d 27'-3" b 25'-10" b 24'-8" b 23'-7" b 2" x 10" x 0.092' x 0.369" 40'-7" d 38'-3" d 36'4" d 34'-9" d 32'-9" b 31'-1" b 29'-8" b 28'-5" b Notes: 1. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 2. Spans may be interpolated. Table 3A.1.4-120 Allowable Spans for Ridge Beams with Self Mating Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #ISF Self Mating Sections • 5'-0" 6'-0" Tribute Load Width 'W' = Purlln Spacing 7'-0" 1 8'-0" 9'-0" 1 10'-0" 1 Allowable S an'L' I b nding 'b' or deflection'd' 11'-0" 2" x 4" x 0.044 x 0.100" 13'-7" b 12'-5' b 11'-6" b 10'-9" b 10'-I"' b 9'-7" b 9'-2" b 8'-9" b 2" x 5" x 0.050" x0:100" 16'-10" b 15'-0' b 14'-2" b 13'-3" b 12'-6" b 11'-11" b 11'4' b 10'-10" b 2" x 6" x 0.0507i 0.120" 19'-5" b 17'-9' b 16'-5" b 15'-4" b 14'-6" b 13'-9" b 13'-1" b 12'-7" b 2" x 7" x 0.055" x 0.120" 21'-11" b 19'-11" b 18'-6" b 17'-4" b 16'4" b 15'-6" b 14'-9" b 14'-2" b 2" x 7" x 0.055" w/ Insert 27'-5" d 25'-9" d 24'-6" d 23'-0" b 21'-8" b 20'-7" b 19'-8" b 18'-10" b 2" x 8" x 0.072" x 0.224" 28'-1" d 25'-10" b 23'-11" b 22'-4" b 21'-1" b 19'-11" b 19'-1." b 18'-3" b 2" x 9" x 0.072" x 0.224" 30'-8" b 27'-11" b 25'-11" b 24'-3" b 22'-10" b 21'-8" b 20'-8" b 19'-9" b 2" x 9" x 0.082" x 0.310" 1 31'-11" d 30'-1" d 28'-5" b 26'-7" b 25'-1" b 23'-9" b 22'-8" b 21'-9" b 2" x 10" x 0.092' x 0.369" 38'-5" d 36'-2" d 34'-2" b 31'-11" b 30'-2" b 28'-7" b 27'-3" b Notes: 1. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7574774 FAX: (386) 767$558 PAGE © COPYRIGHT 2004 3A-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNET . P.E. C SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-8 For 3 second wind gust at 110.MPH velocity; using design load of 11 #/SF Sections 3'-0" 1 3'-6" Tributary Load Width TV= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H'I bending'b' or deflection'd' 7'-0' 7'•6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'A" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-0" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b _9'_-6"_b-, 9'-2" b 8'-10" b 8'-6" b 2" z 3" x 0:045" - Hollow# 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b L8: -11" -ti 8'-8" b 8'-4" b 8'-1" b 2" x•4";x 0:050"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 2" x 4" x 0.046" 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 2" x 5" x 0.050" 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 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 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'A" b 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 17'-7" b 16'-3" b 15'-3" b I 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF Sections 3%0" 1 3'-6" TributaryLoad Width `W'= Purlin Spacing 4'-0" 1 4'-6" 5•-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Hei It 'H' / 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 7'-1" b 6'-8" b 6'-5" bN-44" 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11' b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-0" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0" b b 6'-9"' 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'4" b 8'-11" b 8'-8" b 87" b 2" x 4" x 0.045" Snap16'-27-b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 787-5558 PAGE © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 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 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 SCREEN, ACRYLIC & VINYL ROOMS r V. ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL .A 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 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. BEFORE SLOPE. ALL SLABS) lq?Ff� TYPE TYPE II FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2"/ 12' r 2"/ 12" -; V-10" Notes: 4" MIN. (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > 1'-10" 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 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: Fiberrnesh ® Mesh, InForce"" e3TM (Formerly Fibermesh MD) per maufacturers specification nay 6e used in lieu of wire mesh. 5. If local building 'fcodes require a minimum footing use Type II footing or footing 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' =1'-0' Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA. FL 32121 TELEPHONE: (388) 7874774 FAX: (388) 787.8558 PAGE Q COPYRIGHT 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 I SOLID ROOF PANEL PRODUCTS C Table 7.1.6 Allowable Spans for Industry Standard Composite Roof Panels for Various Loads ----Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density Foam -11 3" x 48"'x-0.024 Panno I ` Wind ,Region Open Structures Mono -Sloped Roof 1&27 3tr4„-� span I span span Screen Rooms 8 Attached Covers it 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100_MPH -1,7'4" 19'-4" 18:-9 -,15'-10" 18'-6" 17'-10" 11'-8" 13'-8" 13'-3" 4'-0" 110 MPH *16'-6" 19'-4" 18!-9"-1'14'-2" 15'-10" 15'-3" 10'-6" 12'-6" 11'-5" _ 4'-0" 120 MPH 15'-2" 18'-6" 17'-10" 13'-3" 14'-10" 14'-4" 9'-8" 10'-10" 10'-6" 4'-1" 123 MPH 14'-10" 17'-9" 16'-1" 12'-11" 14'-6" 13'-11" 9'-6" 10'-7" 10'-3" 3'-11" 130 MPH 14'-2" 15'-10" 15'-3" 11'-8" 13'-8" 13'-3' 9'-0" 10'-1" 9'-9" 3'-3" 140 MPH 10'-0" 11'-2" 10'-10" 10'-0" 11'-2" 10'-10" 8'-4" 9'-0" 9'-0" 2'-11" 150 MPH 10'-0" 11'-2" 10'-10" 10'-0" 11'-2" 10'-10" 7'-5" 8'-8" 814.. 2'-10" 3" x 48" x 0.030" Panels Wind Region Open Structures Mono -Sloped Roof 182 3 4 span I span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roots 100 MPH 20'-6" 22'-11" 22'-2" 19'-6" 21'-10" 21'-1' 14'-6" 16'-2" 15'-8" 4'-0" 110 MPH 20'-6" 22'-11" 22'-2" 17'-11" 20'-1" 19'-5" 13'-3" 14'-9" 14'-3" 4'-0" 120 MPH 19'-6" 21'-10" 21'-1" 15'-9" 18'-8" 18'-1" 11'-5" 13'-5" 13'-0" 4'-0" 123 MPH 18'-9" 21'-0" 20'-4" 15'-4" 18'-2" 17'-7" 11'-2" 13'-1" 12'-8" 4'-0" 130 MPH 16'-9" 19'-4" 18'-9" 14'-6" 16'-2" 15'-8" 10'-8" 12'-5" 11'-6" 4'-0" 140 MPH 11'-10" 13'-3" 12'-9" 11'-10" 13'-3" 12'-9" 9'-11" 11'-1" 10'-8" 4'-1" 150 MPH i 11'-10" i 13'-3" 12'-9" 11'-10" 13'-3" 12'-9" 9'-2" 10'-3" 9'-11" 3'4" 4" x 48" x 0.024" Panels Wind Region Open Structures Mono -Sloped Roof 7182 3 4 span I span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 20'-0" 22'4" 21'-7" 19'-1" 21'4" 20'-7" 14'-2" 15'-10" 15'-3" 4'-0" 110 MPH 20'-0" 22'4" 21'-7" 17'-6" 19'-7" 18'-11" 12'-11" 14'-5" 13'-11" 4'-0" 120 MPH 19'-1" 21'-4" 20'-7" 15'4" 18'-3" 17'-8" 11'-2" 13'-2" 12'-8" 4'-0" 123 MPH 18'4" 20'-6" 19'-10" 14'-11" 1 17'-9" 16'-2" 10'-11" 12'-10" 12'4" 4'-0" 130 MPH 16'4" 18'-11" 18'-3" 14'-2" 15'-10" 15'-3" 10'-5" 11'-7" 11'-3" 4'4" 140 MPH 1 11'-7" 1 12'41" 12'-6" 11'-7" 12'-11" 12'-6" 9'-8" 10'-9" 10'-5" 4'-0" 150 PHI 11'-7" 1 12'-11" 12'-6" 11'-7" 12'-11" F 1_Z6 " 8'-11" 10'-0' 9'-8" 3'-3" 4" x 48" x 0.030" Panels Wind Region Open Structures Mono -Sloped Roof 182 F 3 4 span I span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 23'-1" 25'-10" 24'-11" 22'-0" 24'-7" 23'-9" 16'-4" 19'-3" 18'-7" 4'-0" 110 MPH 23'-1" 25'-10" 24'-11" 20'-3" 22'-8" 21'-11' 14'-11" 17'-10" 16'-1" 4'-0" 120 MPH 22'-0" 24'-7" 23'-9" 18'-10" 21'-1" 20'-4" 13'-7" 15'-2" 14'-8" 4'-0" 123 MPH 21'-2" 23'-8" 22'-10' 18'4" 20'-6" 19'-9" 13'-3" 14'-9" 14'-3" 4'-0" 130 MPH 19'-6" 21'-10" 21'-1" 16'-4" 19'-3" 18'-7" 12'-6' 14'-0" 13'-6" 4%0" 140 MPH 13'4" 14'-11" 14'-5" 13'-4" 14'-11" 14'-5" 11'-2" 13'-1" 12'-8" 4'-0' 150 MPH 1 13'4" 14'-11" 14'-5" 13'4" 14'-11" 14'-5" 10'4" 11'-7" 11'-2" 4'4" Note: Total roof panel width a room width + wall width + overhang Lawrence E. Bennett, P:E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 757-65N PAGE © COPYRIGHT 2004 7.32 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.