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Home My WebLink About127 Crown Colony WayRECEIVED CITY OF SANFORD PERMIT APPLICATION APR 1120 Permit #: S " r( a ~ TDate: 3 - 9 -0-S V9 Job Address: al' C'ow y Description of Work: -Scyeel1 f abrn Laikh(n b Historic District: Zoning; Value of Work: Permit Type: Building LElectrical Mechamcai Plu mbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Altetation 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 - Resi or Commercial Occupancy Type: Residential --P— Commercial Industrial Total Square Footage: - =F o Construction Type: # of Stories: # of Dwelling Units: Flood Zone (FEMA form required for other than X) Parcel #: - - J (Attach Proof of Ownership & Legal Descripdon) Owners Name & Address- n Ct W e 6 [ k Q _ 0801 Address: dd Mortgage Leader: Tl Address: 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand this 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 andzoning. 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 horn other governmental entities such as water management districts, Sate ies, or federal agencies. Acceptance of t is v 'fication that I will tify the owner of of the requirements of Florida.Lien L 3. ignature oiOwntIVAgent Date ^ gnature of Contra / ' I — niAgent. _ L• tllo cii h4 f W= r e 'sN SP P r Owner/ Agent' s Name c'e t ntractor/ Age s N eCl" C. 3'I - Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date ebeccaR Kemal mmission #DD369927 Owned , t is 7 Prod APPLICATION APPROVED BY: Bid O d Zoning: Initial & Date) Special Conditions: Rebecca R. Kemm R Pam' Commission #D 369927 r 09, 2 Contractor/As1' Prodaced4$;;;;antit: Bonding rn lnc. Initial & Date) Utilities: FD: Initial & Date) ( Initial & Date) 12/24/2004 12:86 2919551148 PAGE 01 PLOT PLAN for: AftWWGA MOMIM. W- DESCMP7fW . LOT 52. CROWN C.10LONY SUBDIVISION rrc MO M PtAr OUN 61 PAMM 76 thry 70 PrARIC Rums Or 9EMPOLE , TRACT •C• DETENTION AREA AND GRAY ME EASEMENT 70 3MlI1NOLE COUNTY r p. Ilk 500'O"VE 60.00r ` q f' LOT 53 s :+ I I Mood., 34im' m IF UW W FINMMEO fd= ELE1/ATION'i/.4 A" oR mom TYPE, • C • YVRM 10' a IB CONCRETE a icr9 g r w °'E'J 1aIl v d iv av GXAPI o9m e f ! I* b LOT 51 to iQ t rl. F.H.A. PLOT PLew. i moms UXPKCMM PtA4& io.ov E - owles Elosrm axonONs ow ww-,prsv3 i 22W2'F60.00' ' CROWN COLONY WAYS gmiFLOWTION AR PAM ON r g CwMXLM BUXOM SE79AGO O am of CROW Mr holm wouv x NMINA r ARNCt IlOOP MSrAtAPP:E romri ITS s Etnwnas Alm for comm rrM wount Ralf MP. 1ME SwMcrUR RAW EO' PvwO/ ACE sm" ON JEW ENOMOC m r10 NENEOM DOES NOr tt ORM S L. a a• OWS P" rME PMMT a s1AOMMP M AR ro MLNMnOi M 100 WAR noon HAS M AK& 90[ anEEEk ED' on sn1umm in III !OP[ ' a '. PLOT PLAN OMIT. LOT MI NOT WN IFAWO . Comwrr Im a Na EOslo pro E summMo tm., p' M "If #a& UTFCNYE DAID MEt 17. MIL TM IS NOT A SURVEY: UA PRMi10r VAFE: for OJ CONrAMf sUBATr TO CRAM) am somme rEETAIM Acm qE 1ROtWSMP AM CMIOE MG LAMo *An r = wM NMPERS M ME No NCS/Wr1MO Or QA4MWMS AS 10 1ME UROWI M JIMIC1ED r MOM PprAINPm 10 t;AfINUM OMIT 01 SIX sE1sA IIK "104M R AllOr W PMMM AMP ROMP AOs MIMMANT Is My MMMP TO MF ECT OR MY TOW ALL MIDI #AMR& 9101 N/OAI M WOULD sE arAMO AM CMW M[D BY ODOM AM M APFMFMAIr ARE 1EMMAI M. A VONE, INC,. rR > a ' IAP MMWVCM AND K4MWM - am soul" wow"a ow -,-Po waA.rYrAo , tOMIs MM rLOODA JR7s0-84p rNCW(+ o OMpa» sw It !MMM; NS REVIEWED OF SANFORD OFFICE tD* MK W.0.2005-8614 cAOPnluoro.rMoo sa0.a - 2X3) a o C_X3) ti N Ln av HOST ATTACHES TO HOST 3'X48' .024 COMPOSITE (ELITE) PANELS ni M f n A A A57i'4 . X N X X X H N cu cu. TYP ru C Ctu94 A Q X 1X2) c0 0 o U c DJ o DJ 3X3 POST ` QX2) N T tu NN0 LL ED SENEZ ALUMINUM DA ROCHA 0 127 CROWN COLONY WAY SANFORD, FL J to is v ma E c E 3 aNic m CA on SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLE 3A.1.; 5A 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 TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214M, SOUTH DAYTONA, FL 32121 TELEPHONE (=)W 47M FAX: (M) XT4= PAGE COPYMHT=4 Ed Se ez q g)„r„bi d ufineper mhaNd, ,moo a r+cE E. BEN ETT, P.E. 3A.1 SECTION 3A SCREEN, ACRYLIC 81 VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) LW` FOR MAX. H' / UPRIGHT HEIGHT (h) 1" x 2" 1 MIN, 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM ( FOR FOOTINGS SEE DETAILS 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 ALTERNATE CONNECTION P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) SEE TABLES) w O.H. U SOLID ROOF / / R NO MAXIMUM / / w ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: -' P' VARIES 1. ANCHOR 1' x 2" OPEN BACK EXTRUSION W/ 114" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR 1" x 2' TO WOOD WALL Wl #10 x 2-1/2" S.M.S. Wl WASHERS OR #10 x 2-1/2' WASHER HEADED SCREW 2'-V O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ 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 120 MPH WIND VELOCITY. FOR HIGHER WIND -ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 140 1150 8 1 #10 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16' =1'-0' Lawrence E. Bennett, P.E. FL # 16644 CM ENGINEER- DEVELOPMENTCONSUL7ANr P.O. BOX 2143M WUTM DAYTONk FL 32121 TEIOMONE: (3lIW?W.4774 FAX (3W 76 WW PAGE COPYRIGHT;mu E d Sekt--8lumi I um $ RWtOvorm v&sfmnydAhWN of IAWRENCE E. BENNETT, P.E. 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: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES OIDE WALL HEADER 1TTACHED TO 1" x 2" OPEN IACK W/ MIN. (2) #10 x 1-1/2" O.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/ 114 x 2-1/4" ONCRETE/MASONRY ANCHORS @ 6' FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1' FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" =1'-W Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214300, SOUTH DAYTONk FL 32121 TELEPHONE (300)707J774 FAX: (300) 7074300 PAGE COPYRIGHT 2004 SeSMA-bumf Ium OF LAWRENCE E. BENNETT, P.E. J Ed SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: 4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-112" S.M.S. IN SCREW BOSSES T• TYPICAL UPRIGHT DETAIL SCALE: 3" =1'-0" SECTION 3A RISER PANELS ATTACHED CHAPTER 7 HEADER ATTACHED TO POST 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 WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER. DEVELOPMENT CONSULTANT P.O. BOX 21430, SOUTH DAYTONA. FL 32121 TELEPHONE: (366) 767-4774 FAX: (306)767.6555 PAGE IICO PYpR IG HT 2004 ,.''' * I ,{ n' p, ,2 I /+ r,,',,,, IapTTppERE ROdDC`INM4N®R'I Q*WWfP@,TNEWRWftM A"WJ0FW9*NCEE.BENNETT.P.E. 3A'7 SECTION 3A UNIFORM LOAD SCREEN, ACRYLIC & VINYL ROOMS SINGLE SPAN CANTILEVER UNIFORM LOAD NOTES: 1) 1 = Span Length 2 SPAN UNIFORM LOAD i A B 11 ObR SINGLE SPAN r UNIFORM LOAD d rii 1 1 UNIFORM LOAD 3 SPAN 4 SPAN CL = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CM ENGINEER - OEYELOPIMENT CONSULTANT P.O. BOX 2143@t SOUTH DAYTOWI. FL 32121 TELEPHONE: (986)TU-4T74 FAX: (366) 7074M PAGE l a ® COPYRIGHT2664 d Se lUmi Urn BOI II BiII R IRA IIFFN OFLAWRENCEE BENNETT.P.E. om Ed SECTION 3A 1 SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Allay 6063 T-0 For 3 second wind gust at 110 MPH velocity; using design load of 11 XSF Tributary Load Width'W' a Purlin Spacing Sections 3'-0" 1 T-6" 1 4'-V 1 4'-8" 1 5'-0" 1 F-6" I 6'-0"I 6'-6" 7'•0" 1 7' 6" Allowable Height 'H' 1 bending 'b' or deflection 'd' 2" x 2' x 0.044" Hollow 9'-W bl 8'-9" bi 8'-Y b T-8" bl 7'-4' b 6'-11" bi 6'-W bl 6'.5" bi 6'.2" bi 5'-11" b FY 7" ,. a -ass" Ilnll M 10--3" bl 9'-0" bi 8'41" bi 8',5' bi 7'-11" bl 7'-7' 11T-3" bi 8'-11" bi 6'-9' 115'-0' b 3"xZ'" x 2'x3" x 2"x4" x 2"x4" x 2" x Z" x o.ow" sna 2" x 3" x 0.045Snap I 14-0" b 1i3v'y' bo 1a2-'- zt5' vb 1a1-'-c9" 1ov " b 0-7" 0-' b 2" x or x 0.045" S 1T-7" D 15'-3' b 15'-3' 1114'-0" 6 13'-7" b 12'-11" b 17-5" b 11'-11" b 11'-0" b 11'-1" b ri-.m -....o ..# 4en ueu s1-1k, ...Inn de.lnn In -Ad of '132fSF Sodium Tributary Load Width W Pullin Spacing 3'-V 1 34" V- V I V-6" I 5'-r I 5'-8" 1 6'-0" 1 Allowable Hof 8'-8" b I 8'- 0' b 7W b 7'-1' 4 1 6'-r b b' or deflection 'd' 2" x 2" x 0. 044" Hollow 5" b 6'-l" b 5'-11" bF5'-8W 5'-6" b 2" x 2" x 0. 055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 6'-11' b 6'-8" b 6'-5" b T-11" b 3" x Y x (1 UP Hollow 10'-5' b 9'-T b 8'-11' b 8'-6" b 8'-0" b 7-8' b 7-4' b 7'-1' b 6-T b3" x 2' x 0. 070" Hollow 12'-1' d 11'-V b 10'-W b IVA' b 9'-7' b 9'-2" b 8'-9' b B'.5" b T-10' b 2" x 3" x 0. 045' Hollow 12'-10'b I T-11" b 1 T-2' b 10'-G' b 7-11' b 9'-6" b 9'-1" b 8'-9" b 8-2' b 2"x4"x0.050' Hollow 14'-11'b 13'-10' b 17-11"b 12'-2" b 11'-7" b 11'-0" b 10'-7' b 10'-2' b 9-9b 9'-5" b 2" x 4" x 0.046" S.M.B. 1T-0" b 16'-3' b 15'-2" b I WA* b 13'-T' b 17-11" b 12'-5' b 11'A l" b 11'-0' b 114" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-l' b 18'0 b 1 T-9" b 16710' b 16'-W b I I V-W' b 14'-9" b 14'-7' b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11'jb2Z-2" b 20'-9" b 17- 7" b 18'-7' b 1T-9' b 16'-11" b 16'-3" b 15'-e" b 15'-2' bY x 2' x 0.044" S10'-0" 9'-T b 8'-11" b 8'-5" b 7'-11" b T-7" b 7'4" b T-0" b 6'-9' b 6'b2" x 3" x 0.045" S17-3- 7-3' b 11'-F b 17-9" b 10'3" b 9'-9- b 9'-0" b 8'-11' b 8'-8"b 8'-0' b2" x 4" x 0.045" S16'-2" 4'-11' b 14'-0' b10'-7" b 10'-3" b Notes: 1. Above spans do not incklde 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 CIVILEWMER-DEVELOPME TCON5IATANT P.O. Box 214M. SOUTH DAYTONA. FL 32121 TELEPHONE: (sea) Ter-4774 FAX (30) 7eT4M Mftenez Alu it nroETlameie ist) , Lindorfo Da Rocha, 127 Crown Colony Way 3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSUR OF LAWRENCE F- BENNETT. P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowabl Upright Heights, hair Rail Spans or Header Spans for Screen, Rooms Aluminum Alloy 6063 T4 rug a aswnw n..n. V.- Tributary toad Width W = Pudin Swing Sections 3'-0" 3'-6' 4'-0" 4'-8" 5'-r 5'-6" 6'-0" I WE T2" 7'-6" Allowable Height 'H' / bending 'b' or deflacdon 'd' 2" x 2" x 0.044" Hallow 8'-8" b V-17 b 7'$" b 7'-1' bi 6'-8' bi 6'-5" bf 6.1" b 5'- 11d 5'$' b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8' -9' b 8.2" b 7'-9" b TA' b 6'-11' b 6'-8" b 6'-5" 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'-V b 7'-4• b 7'-1' 6'-10' b 6'-T b 3" x P x Few Hollow 12'-1' d 11'-5" b 10'-8" b 10-1• b 9'-2- b 8'-9' b 8'-5" 8'-1" b 7'-10" b 2" x 3" x 0.04V Hollow 12'-10' b 11'-11" b 11-2" b 10' 8' 19'-114 b 9.6" b 9'-1" b 8'-9" 8'-5" b 8'-Y b 2" x 4" x 0.050, Hollow 14'-11" b 13'-10' b 12'-11'b 12'-2' b 11'-0" b 10'-7' b 10'-2 9'-9" b 9'-5" b 2" x 4' x o.046" S.M.B. 17'-0' b 16'-3' b 15'-2' b 14'-4' b 13'-T b 12'-11" b 12'-5' b I T-11" b 11'-0" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'.8' b 20'-l" b 18'-9' bE 16'-10' b 16'-0' b 15W b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x o.oso" S.M.B. 23'-11•b 2Z'-2" b 20'-9" 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" sns 17-C b 9'-7'b 8'-11"b 7'41" b 7'-7" b 7'A" b 7'-" b 6'-9' b 6'-6" b 2" x 3" x 0.045" S 13'-3' b 1Z 3'b 11'S"b 10 J' b9'-9" b 9'-0' b 8'-11" b 8'-0" b 8'-0" b x4" x 0.045" Sna 1G-2" b 14'-11-b 14'-0• b 12'-0' b 11'-11" b 11'-5' b 10'-11 b 10'-7" b 10'-3" b Notes: 1. Above spans do not InoWe lerpth 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 Interpoleted. Lawrence E. Bennett, P.E. FL.# 16644 CMIL ENOMER- DEVELOPMENT CONSULTANT P.O. BOX 211366. SOUTH DATTONA. FL 32121 TELEPHONE (3e6)TV-47T4 FAX (366)7e741664 IM2FSenezAlue ism6pesiaiiret) , Lindorfo Da Rocha, 127 Crown Colony I3A"L4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERM OF LAWRENCE I-BENNETT. P.E. ms C A4 1 o# p x mL rn& ? W y Table 3A.3 Schedule of Aluminum Alloy Beam Slss Post to Beam Size 6063 T-6 Minimum and Number of Thru Alternate Bolts Thru Required Botts CO) n 1 Q Z w a o R2 5¢0r T1" N m J ~ j Y/ M m m Z D 0 The minimum number of tlrru bolts is (2) Minimum Post / beam may be used as minimum knee brace go C Z r 0 O M 3 m 0 9 ill Post Slss Post Size L=OtY." Minimum Knee Brace* Min. #Knee Brace Screws114"0 318's 2' x 4' x 0.050" Hollow 3' x 3' x 0.093• 2" x 3' x 0.050' 2 2" x 3" x 0.050' 3 #8 So" Math Bsarns 2'x4"x0.040"x0.100" 3'x3'x0.093' 2"x3'x0.050' 2 2'x3'x0.050' 3 #8 2"x5"x0.030'x0.100• 3"x3"x0.093' 2'x3'x0.050" 2 2"x3'x0.050" 3 ill8 2'x8'x0.050"x0.120' 3"x3•x0.093' 2'x3"x0.050' 2 2'x3'x0.050' 3 #10 2"x7"x0.055"x0.120" 3"x3'x0.093" 2'x3"x0.050" 2 2 2'x3`X0.050' 3 #10 2" x T" x 0.055" w/ Insert 3• x 3' x 0.093' 2" x 3' x a.050' 2 2 2" x 3" x 0.050' SECTION 3A 114" 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 NOW STRUCTURAL KNEE WALL 1' WIDE x 0.063" THICK STRAP Q EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1)1/4" x 1-314" TAPCON TO SLAB OR FOOTING M 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) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 4" MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. BEFORE SLOPE ALL SLABS) TYPE FLAT SLOPE / NO FOOTING 0-2" 112" 1) #5. BAR CONT. 2" / 12" - T-10" Ai \ A-1 r TYPE III STEEP SLOPE FOOTING 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 field soil test or a soil testing lab. 2. The slab / foundation shall be Geared 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 ® Mesh, InForceTM' e3TM (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 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'-V Lawrence E. Bennett, P.E. FL # 16W CM ENGINEER- DEVIELOoMENTCONSULTANT P.O. BOX 214365. SOUTH DAYTONA. FL 32121 TELEPHONE: (396) 7874774 FAX (3BB) 767-GM PAGE COPTRI1G'N1TcIIINq(`tb pE REPRODUCE®ONWFIO IvRMf PlIK1 YVj OF LAWRENCE E. SENNEfT. P.E. SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 10 x.1-112" 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 VCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 171/2" 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' = V-0' 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS 4•uj ....... ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" =1'-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 1-1/4' 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 MPHWIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 11OD- 1231 130 1 140 1 150 8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 CM EW - DEVELOPMENT CONSULTMT P. O. BOX 2143M, SOUTH DAYTONA. FL 32121 TELEPHONE: ( 366) TU-4774 FAX: ( 306) 7674%5 PAGE QT TO ® COPYIBGBH[ Tum p p 1 {Q pit yry igl YV@ T7 N I 51ON dSenezAlumumeC1811SLLIQOfTOic?El KOC B T I L / I.fOWCI 1;010 y yyaj/ OF UIWRENCE E. BENNETf, P.E. r SOLID ROOF PANEL PRODUCTS I SECTION 7 MANUFACTURERS PROPRIETARY PRODUCTS o 0 000m rivcdcr 0 48.000 1.0 # or 2.0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3' =1'-T L• BNnE BOW Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVR.ENONiEER-DEV&OPWNrCONS(&rANT 1801 N.W. 84ih Street P.O. BOX 21436e. SOUTH DAYTONA. FL 32121 PwI PAducb TELEPHONE: (396)7671774 Lauderdale. FL =09 FAX: (M) 76MM Tat. (954) 491-3700 Fox: (954) 491-1433 PAGE t:OPYRItitR2i31 EdSen AILmir1(iaE 4ia s)tjui itdMOfiN&BIR00beST4 E.BENNET.P.E 7-33 SOLID ROOF PANEL PRODUCTS I SECTION 7 MANUFACTURERS PROPRIETARY PRODUCTS o 0 000m rivcdcr 0 48.000 1.0 # or 2.0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3' =1'-T L• BNnE BOW Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVR.ENONiEER-DEV&OPWNrCONS(&rANT 1801 N.W. 84ih Street P.O. BOX 21436e. SOUTH DAYTONA. FL 32121 PwI PAducb TELEPHONE: (396)7671774 Lauderdale. FL =09 FAX: (M) 76MM Tat. (954) 491-3700 Fox: (954) 491-1433 PAGE t:OPYRItitR2i31 EdSen AILmir1(iaE 4ia s)tjui itdMOfiN&BIR00beST4 E.BENNET.P.E 7-33 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 #FL1049 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E-P.S. #1 Density 3" x 49" it 0.024" Panels Foam Core E_P_3. 41 Denalty Wind Region Open Structures Mono -Sloped Root Screen Rooms Attached Covers Glass 3 Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 21'4' 23'-10" T3'-0' 20'' 22'-9' 21'-11" 15'-1" 1T-9' 16'-3' 4'-0" 110 MPH 23'-10" 23'-0' 18'-8' 20 11' 20-2" 13' 9' 15'' 14'-10" 4'-0' 120 MPH 2V-4'1 22'-9" 21'-11' 1T-5" 19'-5' . 18'-10" 12'-6' 17-11' 13!-6" 4'-0" 123 MPH 19'-6— 21'.10' 21'-1" 15'-11" 18'-11" 183' 11'-8- 13'-8' 13'-2- 4'-0" 130 MPH 1 20'-2" 19'-V 15'-1" 1T-9" 18'-3' 11'-1" 12'-11' 12'-0" 4'-0" 140 MPH 12 ' 13'-9" 13'3' 12'-4" 13'-9' 13'-3' 10'-3" 1 V-6" 11'-1' 4'-3" 150 MPH IZ-4" 13--9' 13'3" 12'-4" IT-9- 13'-3' 1 91S' 1 10'S" 10--4" 3--11" 3" x AR" x a n3n" Panaln Fnam CM F_p_S_ @1 nwnairy Wind Region Open Structures Mono-Slo Roof Screen Rooms S Attached Covens Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 2 span 3 span 4 span 2 span 3 span 4 span 100 MPH 24'41" 2T-11" 27"-0' 2T-10" 29-8" 25'-9" 18-8' 20'-10" 201-2" 4'-0" 110 MPH 24'-11" 2T-11" 2T-0" 21'-11" 24'-6' 23'-8" 16'-2' 19'-3" IF-W 4'4r 120 MPH 23'-10" 26'-0" 25'-9" 20'3" 22'-10' 22'-1" 14'-0' 17W 15'-10" 4'-0" 123 MPH 22'-11' 25'-7' 24'-9' 19'-10" 22'-2" 21'-5' 14'-4" 16'-0" 15'-S" 4'-0' 130 MPH 21'-2" 23'-T' 22'-10' 18' 8' 29-10" 2a-2" 13'-7- 15'-2" 14'-8" 4--0- 140 MPH 14'-5" 16'-2' 15'-7" 14'$ 16'-2" 15'-7' 12'-8" 14'-2" IT-W 4'-0" 150 MPH 14'-5" 18'-2' 157 14'-5' 1 16'-2" 157 1 11'-2" 13'-2' 1 T'-9" 4--0" 4" x 49' x 0.024" Panels Foam Coro E.P.S. lit Dena ty Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass b Modular Rooms Enclosed Overhang I Cantilever All Roofs 132 open 3 span 4 span 162 span 3 span 4 span 132 span 3 span 4 span 100 MPH 23'-5' 26'-2" 25'-3" 22'-3' 24'-11" 24'-1" 1T-5" 19'-6' 18'-10" 4'-0" 110 MPH 23'-5' 28'-2" 25'-3" 20'-6' 22'-11" 22'-2' 15'-1' 18'-0" IT-5' 4'-0" 120 MPH 22'-3' 24'-11' 24'-1" 17-1" 21'4" 20'-7' 13'-9" 15'-4' 14'-10" 4'-0" 123 MPH 21'-5' 23'-11' 23'-2" 18!-W 20'-9" 20'-0' 17-F 14'-11" 14'-6" 4'0 130 MPH 19'-9' 22'-1" 21'4" 1 T-w 19'-8" 18'-10' 12'-0" 14'-2- 13'-B' 4'-0' 140 MPH 13'-6' 15'-l" 14'-T' 13--6" 15'-1" 14'-7' 11--3" 13'-3" 12'-9" 4'-0" 150 MPH 1T-6* 15'-1' 14'-T 13'-0" 15'-1" 14'-7' 10'-5" 1Y'4" 11'4" 4'-0' 4" x 48" x 0.030" Psnals Foam Cors E.P.S. A7 Denaity Wind Region Open Structures Mono -Sig Root Screen Rooms 3 Attached Covers Glass 6 Modular Rooms Enclosed Overhang I Cantilever All Roofs 132 span 3 I open 4 span 1&2 span 3 open 4 span 1&2 span 3 span 4 span 100 MPH 26'-11" 30'-1" 29'-1" 26-8" 28'-9" 2T-9' 20'-1" 22'-5" 21'-B" 4-0' 110 MPH 26'-11" 30'-1" 29'-1" 23'-W 26'-5" 25'$ 18'-7" 2d-9" 20'-1" 4'-0' Y 28- 2 - 1- 7" 27-9' 15'-10" 19'4" 18'-5' 0" 123 MPH 24'4" 2T-7' 28'-8" 214' 23'-11" 23'-l' 15'S' 1W-6" 1T-11" 4'-0" 130 MPH 27-9' 25-5' 1 24--7" 20'-1" 22'-5" I 21--r I 14'-7' I 1T5' 15--9" 4'-0' 140 MPN 157 MR I 16'-10' 157 17'-5' I W-10" I 13--8" 1 15'-3- 14--9- 4'-0' 150 MPH 15'-T 1 1T-5" 1 IF -IV 15--7- 1T-5' IF-117 1 17-W 1 14--2" 13'-9" 4'-W Now: 1 cum moo Dane) WI001 = room WI001 + WSII WIO1n + Lawrence E. Bennett, P.E. FL # 16W CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONk FL 32121 TELEPHONE. (300) 7574774 FAX: (386) 767-6M law E Elite Aluminum Corporation ruwv 1801 N.W. 64th Street FL Lauderdale, FL 33309 Tel: (954) 4913700 Fax: (954) 491-1433 PAGE COPYRIGHT 20 0l4 2 1 d SQhWlum nuITIN"%PltOdIl 11G IH ak1Cbr l wNRTIjcGfatIRArGo*vpVAj&yNOFLAWRENCEE.BENwrr,P.E. I—j Design Check List for Screen / Vinyl Room (pane 1 of 2 I. Design statement These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E Bennett and comply with the Florida Building Code, 2001 Edition, Chapter 20 and ASCE 7-98, Table 6-2; Importance Factor 0.77; Exposure'B_, or'C'-___; 120 MPH or MPH for 3 second wind gust velocity load; Open Design pressures can be found on page 341: a. 'B' exposure = PSF for Roofs & PSF for Walls b.'C' exposure =NSF for Roofs & PSF for Wails Negative I.P.C. 0.00 For exposure design bads, multiply'B' exposure loads by IA. 2, Most 8tnmture Adequacy statement: I certify that 1 have Inspected the host structure and It la In good repair and attachments made to the structure will be solid. ED SENEZ ALUMINUM Phone: Contractor Name (please print) Date: Contractor Signature Note: Projection of room from host structure shall not exceed 1 r. 9. Building Permit Application Package contains the following: Y No A. Project name & address on plans .............................................. B. Site plan or survey with enclosure location...................................../ C. Contractors / Designers name, address, phone number, & signature an plans .... DNotlae of consumer rights attached and Initialed by consumer ........... EPropvsed project layout drawing Q IV or 1/1(' scale with the foAowintt:.......... 1. Plan view with host structure area of attachment, enclosure length, and projection fmm host structure ............................................... Z Front and side elevation views with all dimensions & heights .................. 3. Beam span, spacing, & sloe Q.& 2' x 8" x 0.072" x 0.224 )......... 4. Upright hekh% spacing, & size (Le. 2' x 8" x 0.072' x 0.2240).................. Z — E Chair rall or gins sire, length, & spacing (Le. T x 2' x 0.044" x 6'-0" Q 6'-0' O.C.)3L — B. Knee braces length, location, & alp Q.e. 2' x 3' x 0.0W for r x 6' x 0.072' x 0.224' s.mb.)............................................................. f 4. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & purin tables wl sizes, thickness, spacing, & spans I lengths. Indicate fSection3tablesused:...:.......I......................... Beam allowable span converslons from 120 MPH wind zone, V Exposure to MPH wind zone anWor'C' Exposure for load wkith Look up span on 120 MPH table and apply the falkuwing formula: Span / Height a 120 MPH 1 F Required Span ® MPH b or d) x (b or d) x (b or d) _ Wbid Zone Multiplier' t -- Exposure Mul0p9w B. Upright tables w/ sizes, thickness, spacing. & heights (Tables 32.1, 3.22, or 3.2.3)........................................................................ — Upright oror wall member allowable height / span conversions from 120 MPH wind zone,'B' Exposure to MPH wind zone arWor V Exposure for load wllth-11 Look up span on 120 MPH table and apply the following formuie: Span I Height Q 120 MPH -I r- Required Span ® MPH bord)x + (bord)X (lb ord)= Wind Zone Multiplier" I Exposure MuMpier • Appropriate multiplier from page 34. Ed Senez Aluminum Specialist) , Lindorfo Da Rocha, 127 Crown Colony Way Design Check List for Screen / Vinyl Room (page 2 of 2) Yes No C. Table 3.3 with beam & upright combination K eppllcabhL ......................... 2 D. Connection details to be used such as: f1. Beam to upright........................................................... — 2. Beam to well .............................................................. 3. Beam to beam............................................................. — 4. Chair rall, purtins, & knee braces to beams & uprights ......................... 77- 8. Extruded gutter connection ................................................. — 6. U-dip, angles and/or sole plate to deck ...................................... E.Foundatfon dotal type & slam .................................................. — — Notes; Ed Senez Aluminum Specialist) , Lindorfo Da Rocha, 1 Z7 Crown Colony Way Inspection Guide For Carports and Screen Glass & Vinyl Rooms (Rage 1 of 1) 1. Check the building permit for the following: Yes No s.Permit card & address ................................................. b. Approved drawings and addendums as required ................................ a. Plot plan or survey............................................................ d. Notioe of commencement ............................................ . . 2 Check the approved site spwft drawinge or shop drawings against the "AS BUILr structure for. Yes No a. StrrcturVa length, projection, plan & height as shown on the plans ................ b. Beam sizes, span, spacing & stitching screws (if required) ....................... a. Purim sizes, span & spacing ............................. _ ................. _ _ ... d. Upright sires, height spacing & afthing screws (if required) ..................... s. Chair rail sizes, length & spacing ............................................... f. Knee traces are properly Installed ('d required) ................................. 9. Roof panel sizes, length & thickness ............................................ 3. Check load bearing uprights / walls to deck for. Yes No a. Angle bracket size & thk knees ................................................ b. Correct number, size & spedng of fasteners to upright ........................... r~ Corned number, size & spacing of fasteners of angle to deck and ado plate ....... d. Upright is anchored to deck through trick pavers than anchors shall go through pavers Into concrete.......................................................... 4. Check the load bearing beam to upright for: Yes No s. Receiver bracket, angle or receiving channel size & thicimess .................... b. Number, sire & spacing of anchors of beam to receiver or re elver to host structure a 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 offesteners.................................................................. f. Post to beam attachments to slab .............................................. Check roof panel system for Yes No a. Receiver bracket, ample or recolving channel size & thkIoress .................... b. Sbe, number & spacing of anchors of beam to receiver .......................... C. Header attachment to host structure or beam ................................... d. Roof panel attachment to recelver or beam ..................................... Notes: ' c-2 Ed Senez Aluminum Specialist) , Lindorfo Da Rocha, 127 Crown Colony Way MM" WGFI MM (F CIRCUIT MIM SMIIEE.E CMM ' SEMINOLE C DUNTY PK @5683 rta 0438 rsuouoswruw oso.ee CLERK' S 0 r„E1r„9, 11 NOTICE OF COMMENCEMENT 04111MM DEt37t®B q1 Ir Ike FEES ILOO FECOM SY D Thu" State of Florida County of Seminole Permit No. Tax Folio No. (PID) A3 - 19- 3Q- 5 QS —0000 - OS —11 0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the folling information is provided in this Notice of Commencement. DESCRIP'1TON OF PROPERTY (Legal description of the property and street address) OWNER 1INFORMA Name and addressll, lntaestin property (Fee Simple, Partnership, etc.) v NAME AND ADDRESS OF FEE SIMPLE TIT6E HOLDER (>F OTHER THAN OWNFR)_ CONTRACTOR Name and addras-- SURETY (Bonding Company) Name and address Amount of Bond LENDER Name and address Persons within the State of Florida designated by Owner upon whom notice or other documents may be saved as provided by Section 713.13(lxa)7., Florida Statutes: Name and address In addition to himsel& Owner designates of to receive a copy of the Genes Notice as provided in Section 713(l)(b), Florida Statutes. Expiration Date of Notice of Commencement Tbe expiration date is 1 year from date of recording unless a different ) Signatureofowner 'pYP'', Rebecca R. Kemm Commission #DD369927Aquto. and `ubseri bZknd,=162) me this r Day of Q lQa, 20 01 ?' = My Commission Expires: ?' ExpirBondedrTbru 2007 Notary Public ' Atlantic Bonding Co., Inc. The foregoing instrument was aclmowledged before me this 15 day of EeLn t S4, 20D-L by o V-,Q- (name of person aclmowledged), who is personally Imomm to me or who has produced (type of identification) as inen0cation and who did/did not take an oath.