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HomeMy WebLinkAbout2211-2281 Stockton Dr (2)t fn 1 CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit # : // -tom / _Date: q Job Address: ;� � � ' / u l� on Vv�` /�i,C/�-17)t�� MAY 2 3 2006 Description of Work: _ �c54 i a_41 SYS (1'i 5C ( -e Historic District: Zoning: Value of Work: S 404d 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 #: Owners Name & Address: c%1 o / (/Jne lah d Contractor Name & At cq/b eel-grak Phone & Fax:7Q )'3 Bonding Company: Address: Mortgage Lender: Address: \ Architect/Engineer. Address: L_ (Attach Proof of Ownership & Legal Description) /CCJ �tLt dOL!O Phone: U Q (! Ct�7- rd State License�fNummber: PIX !0 9 @ 2 — 3- 0 Contact Perso ��(rt Phone: Phone: Fax: 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 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 i:gencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien w, F 7is3. Signature of Owner/Agent Date Signature of ontractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: -)4 MY Commission DD191455 U �,o► we Expires July oe, 2007 Contractor/Agent is _ Personally Known to Me or _ Produced ID 1 �. V�bW Zo Utilities: FD: (Initial & Date) (Initial & Date) (Initial &Date) May 04 06 08:58a Ed 5enez HiumLnum IJU15!-In uutSzi POWER OF ATTORNEY Date:'�G 1-71 20/v I hereby name and appoint kn1 � -LO U' ' Of �'Va F-C�1 �- l S lobe my lawful attorney 01, Ln fact to act for = and apply to the y' Building Department for a ptirntit For work to be performed' at a location described as-- Section s: Section —TO w�nship� Range Lot Subdi.risioo ] 1 LJ 1c _t'1 n s _ 001 V Ln 60j)do (Owner of Property anti Address) and to sign my name and do all things necessary to this appointincut. Block Rd , Sin 50( Type or print>4= of Register orCervi cd Contractor and Contractor's License Numbcr Signawre of Register rtified Conk wtor The foregoing instrument was acknowledged before me this i7 day of `--*'-'"—i—_ of'20 lay,YYI(�(lC� Who is pmsonally known to tlnelwho produced jl/ alJt - As identification and who did not take oath. State of Florida AAPP "+� Marlette R Mosley �%� �-+ �My Commission DD191465 County/v of , `dt W Expires July 08, 2007 Seal atary Public, Orange County, Floridja P.1 �� r il 0 � /�)-/ `----------'-------------------------��-� ( / ' '-------- v ^ ` '--~'-/ / '------� -------------� --------'--=9"Y SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) H 1 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) _ 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 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (366) 767-4774 FAX: (388) 767-6558 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 FSECTION 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, INt 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 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 t 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. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3"= l' -O* Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTORk FL 32121 TELEPHONE: (388) 767-4774 FAX: (386) 7674�S68 PAGE � COPYRIGHT 206 3A-4 NOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, 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: 21 #10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES 1" MIN. e TYPICAL & ALTERNATE CORNER DET ----- SCALE: 3"= 1' " Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.0; BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 767-4774 FAX: (388) 767-6556 'IDE WALL HEADER ATTACHED TO 1"x 2" OPEN IACK W/ MIN. (2) #10 x 1-1/2" I.M.S. ;IDE WALL GIRT ATTACHED TO " 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 CONCRETE W/ 1/4"x 2-1/4" CONCRETE/MASONRY ANCHORS @ 6" FROM EACH POST AND 24". O.C. MAX. AND WALLS MIN. 1" FROM EDGE OF CONCRETE A. PAGE © COPYRIGHT 2004 3A"6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: (4) 1l4" x 4" LAG BOLT$ W/ RISER PANELS ATTACHED PER 1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS. THE FRONT AND 24" O,C ALON.G 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 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3"= V-0" HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" 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 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-% SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD 71- 7�' oa A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l A B C 2 SPAN UNIFORM LOAD L A B 1 OR SINGLE SPAN, UNIFORM LOAD l l l A B C D 3 SPAN UNIFORM LOAD A B C U I_ 4 SPAN NOTES: 1) l =Span Length a = 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 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 7874774 FAX: (388) 7874558 PAGE Q COPYRIGHT 2004 3A-8 1140T TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms 13 #ISF 43 #ISF for Max. Cantilever) For 3 second wind gust at 120 MPH velocity; using d sa Aluminum ljoy 6063 T-6 " x 0:05 " Tr -x-2' _x0. )44" ' 'b' deflectlMd' Loa ax. Span ' ' I bendif4"Spa`nCan:IIevor '' or deflection'd') Load Max. .,pn' 1. bendin or Width (ft.)Mme' 1 2 Span .'3 Span Width (ft.) 1 & 2 Span 3 Span 4 Span Cantilever d 5 5'-1" d 6'-3" d 6'-4" d 1'-0" d 5 5'-4" d 5'-0" d 6'-3" d 6'�' d 1' 0" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 4'_9" 5'-11" d0'-11" d 7 4..6" d. 5'_7- d 51-6" b 0''11" d 8 4._7- d 5'-B" d 5'-7' b o'-11" d $ 4�" d 5'-4" b 5' 1" b 0'-10" d g 4'-5" d 5'-5" d 5'-3" b 9 4'-2" d 5'-11" b 4'-10" b 0'-10' d 10 4'-0" d 4'-9" b 4'-7�0"d 4' 1" d 4',11" b 4'9'b 0'-10" d 11 3'-11" d 4' 6" b 4'•4123 d 4'-9" b 4'-7" b 0'-10" d d 4'4" b 4' 23'-11" 3" x 2" x 0.070" 3" x 2" x 0.045" 'L' 'b' deflectlon'd Load Max. Spa 'L' I (band 'b' or deflect d' Load Max. S an I bendin or Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Width (ft.) 1 & 2 Span 3 Span 4 Span Cantilever Cantilever d d 7'-1" d 7'-2" d 1'-2' d 5 6'-5" d 7'-11" d 8'-1" d V_3" 5 5.-8. d 6'-9" d 1'-1' d 8 6'-0" d 7'-5" d 7'-7' d 1'-2" d 6 5'�" d 61-8" d 1'-0' d 7 5'-9" d T-1" d 7'-3" d 1'-2" d 7 5'-1" d 6'-4' d 6'-5" 01-11' d 8 5' 6" d 6'-9" d 6'-11" d 1'-1" d g 4'-11" d 6'-0" d 6'-2" b 9 5'-3" d W-6" d 61-8" d 1'-1` d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 10 V-1" d 6'-3" d V-5" d: 1'-0" d 10 4'-6" d 5'-7" d 5'-8" b 0'-11" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 11 4'-5" d 5'-5' b 5'-3" b 01-10- d 12 4'-9" d 5'-11' d 5'-11" b V-11 " d 12 4'-3" d 5'-2" b 5'-0" b 0'-10" d 2" x 4' x 0.050" 2" x 3" x 0.045" Max. S an 'L' I bendin ' 'b' or deflectiond Load Max. Spa 'L' / bendin 'b' or do lect�� d' Load Width (ft.} 1 & 2 Span 3 Span 4 Span Max. Cantilever Width (ft.) 1 & 2 Span 3 Sparc 4 Span Cantilever d 5 9'-2` d 11'-4" d 11'-2" b 1'-10" d 5 7' 1' d 8' 9" d 8'-9" b 1'-5" 1'-4" d 6 8' 8" d 10'-7" b 10'-0" b 1'-9" d 6 6'-8" d 8'-3" d T-11" b d 7 8'-2" . d 9'-9" b 9'-5' b 1'-8" d 7 6'�' d T 8" b T-5" b 1'-3" 1' 2' d 8 T-10" d 9'-2" b 8'-10" b 1'-7" d B 6'-1" d T-2" b 6'-11" b 9 7'-6" d 8'-8" b 8'4" b 1.'-6" d 9 5'-10' d 6'-9" b 6'-6" b 1'-2" d d 10 T-3" d 8'-2" b 7'-11" b V-5' d 10 5--l' d 6'-5" b 6'-2" b 1'-1" 7.1' d 11 6'-1 V b 7'-10" b 7'-7" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11' b d 12 6' 8" b 7' 6" b 7' 3". b 1'-4" d 12. 5'-3" b 5'-10' b 5' 8" b 1' 1' Notes: do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam 1. Above spans 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: (388) 767-4774 FAX: (388) 767.8556 PAGE A Q COPYRIGHT2004 3A-11 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRfTTEN PERM{SSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Lawrence E. Bennett, P.E. FL # 166.44 CIVIL ENpINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAyTONA, FL 32121 TELEPHONE; (386) 7674774 FAX: (388) 767.6558 PAGE %a ® COPYRIGKT2004 3A�r ` H0� �� eEREPROOUCED IN WHOM OR IN PART WtMGIIT THE WR1TfEN PERMISSION OF LAWRENCE E. BErtNETr. P.E. Allowable Upright Heights, Chair Rail Spans or Header Spans Table 3A.2.1 for Screen, Acrylic or. Vinyl Rooms Aluminum Alloy 6063 T-6 design load of 11 #ISF For 3 second wind gust at 110 MPH velocitK; using Load Wldth 'VH' a Purlin Spacing Tributary Sections 3'-0" Allowable Height 'H'/ bending 'b' or deflection b 8'-9" b 8'-2" b 7'-8" b 7'-4" b W-11" b 6'-0" b 6'-5" b. b 6'-9" b 6'S' b 2" x 2" x 0.044" Hollow 9'-0" 9'-8" b 8'-11" b 8'-5" .b 7'-11" b 7'-7" b 7'-3" b 6'-11" b' b 7 b 2" x 2" x 0.055" Hollow 10'-3" b b 9'-9" b 9'-3" b 8'-s" b 8' 4" b 7'-11" b 7'-8" b 7'-5" -2" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" d 11'-7" d 10'-11" b 10'-5" b 1711" b 9'-6" b 9'-2" b 8'-10" b 8' 6" b 3" x 2" x 0.070" Hollow 12-9" d 17-9" b 12'-2" 11 9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" 6 8'-11" b 8' 8" b 8'-4' b 8" b 8' 1' 10' 3' b 2" x 3" x 0.045" 2" 4" x 0.050" Hollow Hollow 16'-3" b 15'-1' b 14'-1' b 13'-0" b 12'-7' b 12'-0" b 14'-1" b 11' 6" b 13'-6" b 11'-0" b 12'-11" b 10' 12'-6" b b x 2" x 4" x 0.046" S.M.B. 19-1" b 17 8' b 16' 6" b 15'-7" b 19'-3' b 14'-9' b 18'5" b 17'5' b 16'-8" b 16'-0- b 15 -5" b 14'-11" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10' b 20'-5" b 3" b 20'-2" b 19'-3" b 18'-5" b. 17'-9" b 17' 1" b 16' 6' b 2" x 6" x 0.050" S.M.B. 26'-1' b 24' 2" b 22' 7" b 21' 9' 2" b b 8' 3" b 7'-11" b 7'-7" b 7' 4" b 7--l' b 2" x 2" x 0.044" Sna 11' 3" b 10' 5" b 9'-9" b 12'-5' b 11'-9" b 11'-2" b 10' 7' b 10' 2" b 8'-9" b 9'-5" b 9,-l" b 2" x 3" x 0.045" Snap 14' 4" b 13.4" b 15'-3" b 14' 4' b 13' 7' b 12'-11" b 12'-5" b 11'-11" b 11' 6" b 11'-1' b 2" x 4" x 0.045" Sna 17'-7' b 16'-3" b design toad of 13 #/SF For 3 second wind gust at 120 MPH veloclty; using W Purlin Spacing Tribute Lo.'d 4'-0" 4',6. 5'-0" 5.-0. 6'-0" 6'-0" 7'-0" 7'-0. _SQctlons 3'-0" 3,�" Allowable Hal t 'H' /ben n 'b' or deflection 'd' 8'-0" b T-6' b 7'-1' b 6' 8. b 2" x 2" x 0.044" Hollow 8'-8" b b 6'- 1" b 6'-8" b 6'-5""b 6" b 5'-111' b 2" x 2" x 0.055" He low 9'-5" b 8'-9" b 8'-2" b 7'-9' b 8'-0' b -77-b 7'-4" b 7'-1" b 6'-10" b 6'-7' b 3" z 2" x 0.045" Hollow 10'-5' b 9'-7' b 8'-11" b 8' 6' b 9'-2" b 8'-9" b 8'-5" b B'-1' b 7'-10" b 3"'x 2" x 0.070" Hollow 12-1" d 11'-5" b 10'-8" b 10'-1" b b 9'-7" 9'-11" b 9'-0" b 9'-1" b 8`-9" b 8'-5" b 8'-2' b 2" x 3" x 0.045" Hollow 17-10' b 11'-11' b '10 11'-2' b 107 12 12'-11" b '-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5' b 2" x 4" x 0.050" Hollow 14'-11" b 13-" b 15'-2" b 14'x' b 13'-7" b 12 '-11" b '-5 12" b 11'-11" b 11'5" b 11'-1' b 2" x 4" x 0.046" S.M.B. 6'b 17'-6 16'-3' b 18'-9" b 17'-9" b 16'-10' b i6'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 5" x 0.050" S.M.B- 21'-8' b 20'-1" b 20'-9' b 19'-7" b 18'-7" b 177-9" b 16'-11" b 16'-3' b 15'-8" b 15'-2" b 2"x 6" x 0.050" S.M.B. 23'A I" b 22'-2' b b 8'5' b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9' b 6'-6' b 2" x 2" x 0.044" Sna 10'-4" b 9'-7' b 8'-11" 11'5' b 10'-9" b 10'-0' b 9'-9" b 9'-4" b 8'-11" b 8' 8' b 8' 4' b 2"x 3" x 0.045" Sna 13'-3" b 12'-3' b 14'-0" b 13'-2" b 12'5" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'5" b 2" x 4" x 0.045" Snap16'-2" b 14'-11" b Notes: knee brace. Add horizontal distance from upright to center of brace to beam connection.to the 1. Above spans do not Include length of above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 166.44 CIVIL ENpINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAyTONA, FL 32121 TELEPHONE; (386) 7674774 FAX: (388) 767.6558 PAGE %a ® COPYRIGKT2004 3A�r ` H0� �� eEREPROOUCED IN WHOM OR IN PART WtMGIIT THE WR1TfEN PERMISSION OF LAWRENCE E. BErtNETr. P.E. FSECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK EXISTING TRUSS OR RAFTER ALL EXPOSED SCREW HEADS #10 x 1-1/2" S.M.S. OR W04Q f WOOD SCREW (2) PER RAFTER OR TRUSS TAIL z. #10 X 3/4" S.M.S. OR WOOD ROOF PANEL SCREW SPACED @ 12" O.C. EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION A 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS FOR MASONRY USE 1/4"x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 171/2" S.M.S. OR WOOD SCREWS @' 12" O.C. ROOF PANEL ,- ROOF PANEL TO WALL DETAIL 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 1-1/4" 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: 1100-1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368,.SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (388) 767-6556 PAGE © COPYRIGHT 2064 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SOLID ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS r 0 -\, ................. ........................... ............................ SECTION 7 1.0 # 0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM A LOY ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3" = 1'-0" 0110111111 YM Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVILENGINEER- DEVELOPMENTCONSULTANT P.O. BOX 214388, SOUTH DAYTONA. FL 32121 1801 N.W. 64th Street TELEPHONE: (388) 7874774 P " IPmduw Ft. Lauderdale, FL 33309 FAX: (388) 767.6556 Tel: (954) 491-3700 Fax: (9541491-1433 PAGE Q COPYRIGHT 2004 ` -33 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. -f PLOT PLAN DESCRIPTION: (AS FURNISHED) LOTS 15-22, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 5g• 23' TRACT A COMMON AREA .°• A". CN �ll . 9`6`' ' J• J"'R p4,Fo / J6 •p. �. `o 8 OQt oy�? , hoc° •' � 1r J 0.42'---4 COL. A ° , �cp Fy� . Q s9y ,6 6 Fp .0, y OS o9 F? TRACT A 6°• COMMON AREA >`?°' ♦ o FtiP �R V ° . CENTERLINE OF� RIGHT OF WAY %St��•• ;'1.i:':rye' FLOG. vo 0. 01 1p 9•p,F S ` � 25;86'•.'•.1, e=so•o0'16" ' L=188.51' \ +`•''' h R=120.CO' CB=N45'09'09"W C=169.71' 1 BUILDING POSITIONED PER II ia,dy W CLIENTS INSTRUCTIONS 1 BUILDING SETBACKS FRONT: 5' REAR: 5' SIDE: 5' 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. HIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF HE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES DNLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY _ I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 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 BEARINGS SHOWN HEREON ARE ON THE SOUTHWESTERLY LINE BEING N43'40'12"W, PER PLAT (FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM51634 DRAWN BY: OF LOTS 15-22 REVISED: REVISE DRIVE 4-13-06 DLC PLOT PLAN 3-08-06 DLC REPOSITION 12-5-04 JML PLOT PLAN 11-30-05 JML I 1"=30' GRAPHIC SCALE 0 15 30 I o I OLA �q�p�Fp�:,,, •O ;•.0 Op �Fti�tip , eAc° + �00 DO 6 31.92' d „ O �°662 1 H,P BUILDING SETBACK LINE MLW '6 ?oFoa: S — - CENTERLINE POB m ty 9�o \,\O•O n O• 6 I LOT 14 Iv1 1. Njo MIS ? I100 1� 1 1 1 1 1 1 1 I 1 1 I I PREPARED FOR: ___sa9sroo"w_ -J LEGEND + �00 DO 31.92' tklb BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH — - CENTERLINE POB m .O' moo TRACT A - - - RIGHT OF WAY LINE X PCC 711 o _ I COMMON AREA LOT 14 Iv1 1. Njo MIS ? I100 1� 1 1 1 1 1 1 1 I 1 1 I 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 4113/�5C FOR THE FIRM JAMES JAY JILES PSM #4997DATE I PREPARED FOR: ___sa9sroo"w_ -J LEGEND PULTE HOMES 31.92' - BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH — - CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE - - - RIGHT OF WAY LINE X PCC POINT OF COMPOUND CURVATURE PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD -- PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR & MAPPER C. B. DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE LS LICENSED SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY (P) PER PLAT TYP TYPICAL (M) MEASURED A/C AIR CONDITIONER (CALC) CALCULATED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK R RADIUS S/W SIDEWALK CS CONCRETE SLAB CP CONCRETE PAD C CHORD LENGTH PB PLAT BOOK R/W RIGHT-OF-WAY PGS PAGES ORB OFFICIAL RECORDS BOOK NO SQ. FT. NATURAL GRADE UP SQUARE FEET UTILITY PAD z. 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT •_ OF WAY, RESTRICTIONS OF RECORD WHICH ? MAY AFFECT -THE TITLE OR USE OF THE LAND *' = 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN k LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC �'d: -„t•r' -,. SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 4113/�5C FOR THE FIRM JAMES JAY JILES PSM #4997DATE