Loading...
HomeMy WebLinkAbout2011-2061 Stockton DrPermit # : �v} 40- � `��`" Job Address: d+ 6 l � _ 1174) 6 Description of Work: Historic District: Zoning: CITY OF SANFORD Pr-RMIT APPLICATION � ,f Date: 17 ' U rg P /' MAY Value of Work: E 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 #: Y9 r (Attach Proof of Ownership & Legal Description) Owners Name & Address: ,—/90/ 1/117elz Contractor Name & Addr Phone & Fax-.1fQ / Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: `—ScL �f Q pZz— U �H'/tU Phone: Q 7 �J —/6 0 / .�State .—License Number: 15/ -9.)(- ® J�3­q�0Contact � Q Person: / / N/ I f/l / Phone: Yd 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 &&LURE 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 of Florida Lien Law, FS 71 ,{ Signature of Owner/AgentDate Signature of Contractor/Agent Date Print Owner/Agent's Name Prink Cohtractor/&gent's irlame / Signature of Notary -State of Florida Date �y Commission/)0191456i V ' area July Og, 2007 Owner/Agent is _ Personally Known to Me or Contractor/Agent is, PersonalJy Known to Me or _ Produced ID Produced ID APPLICATION APPROVED BY: Bldg:�' 1106 Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Ma;j 84 06 08,58a FG sene? H i um+ nam I Jbb 1 rZuutJZJ P41 POWER OF ATTORNEY Date: MQ I-7. ZOC �" I hereby name and appoint Of :Ed &tOn �Qc�e6- my lawful attorney ffi fact to act for rru and apply to the (Sofib-�j L Building Department for a a[ fftn ��lT permit for work to be performed at a location described as_ Section_ r`1''ownship Ran`gle`L/ot Slack SubdirisiQu pW-)(,OQMCSnn -� `i"`ol v cnej"d Rd. Su�k Vrlando 3aeo1 (owner of Property and Address) and to sign my name and do all things nccc&%uy to this appoint neat. Type or Pnnt N&= of Register or Certified Contractor and Contractor's License Number signature of Register or —ified Contractor n 1"tie foregoing instrument was acknowledged beforc trio this �7 day of KA Q\ of -20 Ob Who is personally known to me/who produced Y As identification and wiw did not take oath. State of Florida 'Psy"lu- Marlette R Mosley My COMMission OD191455 or V � Expires July 06, 2007 Seal 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) _ 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 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (388) 767-6- 8 PAGE © COPYRIGHT 2004I I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION BEAM / HEADER 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. INfC� 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 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 1-1 ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" ANCHOR 1"x 2" CHANNEL TO CONCRETE WITH r 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 J L HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAROR GUSSET PLATE 2" x 2" OR 2"x 3" OR 2" 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'= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE: (386) 767-1774 FAX: (386) 7878568 PAGE A COPYR16HT 2001 3A NBT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE 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 1" MIN. . . . A TYPICAL & ALTERNATE CORNER DET ----.. -- SCALE: 3"= 1' " 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) 767-6666 'IDE WALL HEADER ATTACHED TO 1"x 2" OPEN !ACK W/ MIN. (2) #10 x 1-1/2" ;.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.. IPAGE 3A-6 I © NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNET7, P.E. I SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4) 1l4" x 4" LAG BOLT$ W/ 1-1/4" FENDER WASHERS PER . 4'-0" PANEL ACROSS. THE FRONT AND 24" O.G-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 1-1/2" S.M.S. IN SCREW BOSSES t TYPICAL UPRIGHT DETAIL SCALE: 3"= l'-0" SECTION 3A RISER PANELS ATTACHED PER CHAPTER 7 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'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 214368, SOUTH DAYTON FL 32121 TELEPHONE: (386) 767-4774 FAX: (366) 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-7 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD L a A g SINGLE SPAN _CANTILEVER UNIFORM LOAD l l A g C 2 SPAN UNIFORM LOAD r' A g 1 OR SINGLE SPAN \, UNIFORM LOAD l l l A B C D UNIFORM LOAD 3 SPAN A B C U C 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 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (3U)787-4774 FAX (388) 767-6S56 PAGE Q Q COPYRIGHT 2004 T THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 3A-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOU SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms 13#/S F 43 #/SF for Max. Cantilever) For 3 second wind gust at 120 MPH velocity; using d, si Aluminum Ilov 6063 T-6 " x 0.05 " 2" x 2" x 0.044"Loa ' b deflectlMax. ax. Span ' ' / bendin 'b' or deflectlon'd') Load Max. pn' 1 bendln or Width (ft.)Mme' 1 2 Span 3 Span 4 Span Cantilever Width (ft.) 1 8,2 Span 3 Span 4 Span Cantilever Cant 5 5'-1" d 6'-3" d 614" d 1'-0" d 6 4'-9" d51-10" d 4'_9" 7 4' 6" d. 5'-7" d 5'-6" b U-1, d B 4'-7" d 5 -8" d 5 -7" b 0 11' d g 4' 4" d 5'-4" b 5'-1" b 01-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10' d 10 4'- 3" d 5'-2" b 10 4'-0" d 4'-9' b 4'-7" b 0'-10" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 11 3'-11" d 4'-6' b 4'-4" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d 12 3'-9" d 4' b 4'-2" b 0'-9" d 3" x 2" x 0.070" 3" x 2" x 0.045" 'L' 'b' def Load Max. Spa 'L' ! bendln 'b' or deflectanx'd' Load Max. S an I bendin or Width (ft.) 1 & 2 Span 3 Span 4 Span Width (ft.)Max. 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 1' 3" 5 5' 8" 6' 8" d 6'-9" d 1'-1" d 8 6 -0" d 7 -5" d 7 -7" d 1 2" d 6 5'13" d d 6'-5" d 1'-0" d 7 5'-9" d 7'-1" d 7'-3' d V-2" d 7 5'-1" d 6'-4' d 6'-2" b 0'-11" d 8 5' 6" d 6'-9" d 6'-11" d 1'-1" d 8 4'-11" d 6'-0" d 5'-9" b 0'-11' d 9 5'-3" d 6'-6" d 61-8" d 1'-1" d 9 4' 8" d 5'-10" d 5'-6" b 0'-11" d 10 5'-1' d 6'-3" d 6'-5" d 1'-0" d 10 41-6" d 5'-7" b 5'-3" b 01•10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 11 4'-5' d 5'-5' b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d 5'-11" b 0'-11" d 12 4'-3" d 5'-2" 2'Tx 4" —X0.050" 2" x 3" x 0.045" Max. S an 'L' I bendln 'b' or deflectlon'd Load Max. spa 'L' ! bendin 'b' or deflect X'd' Load Width O ft. 1 8 2 Span 3 Span 4 Span Max. Cantilever Width (ft.) 1 g 2 Span 3 Span 4 Span Cantilever 5 9'-2' d 11'4" d 11'-2" b 1'-10" d 5 T-1- d 8'-9" d 8'-9" b 1'-5' d d 6 8'-8' d 10'-7" b 10'-0" b 1'-9' d 6 6' 8" d 8'-3" d 7'-11" b 1'4' 1'-3" d 7 8'-2' . d 9'-9" b 9'-5" b 1'-8" d 7 6'-4" d 7'-8" b 7'-5" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 8 6'-1" d T-2' b 6'-11" b 9 T-6" d 8'-8 b 814" b 1'-6' d 9 5'-10" d 6'-9" b 6'-6" b 1' 2" d 1'-1" d 10 7'-3" d 8'-2" b T-11" b 1'5" d 10 5'-7" d 6'S" b' 6'-2" b 1'•1" d• 11 6'-11" b T-10" b T-7" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11' b 1'-1' d 12 6'-8" b 7'-8" b 7'-3". b 1' 4" d 12 5'-3" b 5'-10' b 5' 8" b 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: (386)767-4T74 FAX: (386) 7678556 PAGE .1 1 © COPYRIGHT 2004 3A- 1 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Lawrence E. Bennett, P.E. FL # 166.44 CIVIL ENp,NEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (388) 767 -GSW PAGE ® COPYRIGHT 2e04 3A•24 HOS TO eeREPROOUCEA tN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNtTr, P.E. Upright Heights, Chair Rail Spans or Header Spans Table 3A.2.1 Allowable for Screen? Acrylic or Vinyl ` Rooms Aluminum Ailoy 6063 T-8 using design load 11 #/SF For 3 second wind gust at 110 MPH velocity; Width W' = Purlin Spacing Id w• Tributary Load Sections 3' 0" 3'-6" 4'-0" 4-6 .. Height 'H' / be ' b' or deflectlon'd' Allowable b --7;7;—b 6'-11" b 6'-8" b 6'-5" b. 6'-2" b 5-11" b 2" x 2" x 0.044" Hollow 91-5" b 8'-9' b 6'-2" b T-8" b 8'-5' b 7'-11" b 7' 7. b 7'-3" b 6'-11" b 6'-9" b 6'-8" b b 2" x 2" x 0.055" Hollow 10'-3" b 9' 6" b 8'-11" b 9'-3- b 8'-9" b 8'-4" b 7'-11" b 7'-8" b T-5" b 7'-2" 3"x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9' 110-5" x 2" x 0.070" 11'-0" b b 9010" b b 8'--161'" b 8'-8" b a'-4- b 8'-0i" b 2. 2'x3"x0.045" Hollow 12'-9" b 11'-9" b 13'-0' b '-0 12'-7' b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" 2" x 4" x 0.050" Hollow 16'-3' b 15'-1" b 14'-1" b 15'-7" b 14'-9' b 14'-1' b 13' 6" b 127-11 b 12' 6" b 12'-1" b 2" x 4" x 0.046" S.M.B. 19 1" b 17'-8" b 16'-6" b 60" 2" x 5"X 0.050" S.M 26'-1' -10' b 20' 2" b 19-3" b -7-87--5-- b 17'-9- b 17'-1" b 16'-6' b 2" x 6" x 0.050" S.M.B. b 24'-2" b 22'-7' b 21'-3" b 8'-8' b�-Fl- 7'-11" b 7'-7" b 7'-4" b 7'-1" b 2" x 2" x 0.044" Sna 11'-3" b 10'-5" b 9'-9' b 9'-2" 12'-5' b 11'-9" b �Y—b 11'2"b 10'-2" b 9'-9" b b 9'-1" b 2" x 3" x 0.045" Sna 14'x"b 13'-4" b 15' 3' b 14' 4' b 13' 7' b 12'-5" b 11'-11" b 1'-6 11' 6" b 11'-1' b 2" x 4" x 0.045" Sna 17' 7'b 16'-3' b design load of 13 #/SF For 3 second wind gust at 120 MPH velocity; using 'W' a Purlin Spacing Tribute Lo.'d 4''6" 5'-0" \5'-6" 6'-0" 6'-6" 7•-0 ctlons 3'-0" 3'-8" Allowable Hal t 'H'/ ben n 'b' or deflection 'd' b 7'-6' b 7'-1' b 6'-8' b 2" x 2" x 0.044" Hollow 8'-8" b 8'-0' b fi-11" b 6' 8" b 6=5" b 6 -2" b 5'-111' b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7' 8" b 71-4" b 7'-1" b 6'-10" b 6--7- b X 0.045" Hollow 10'-5' b 9'-7' b 8'-1 1" b 8'-6' b 8'-0' 9'-7' b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 3"'x 2" x 0.070" Hollow 12'-1" d 11' 5' b 10' 8" b 10'-1" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2' b 2" x 3" x 0.045" Hollow 12 -10" b 11'-11' b 11'-2" b 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 0.050" Hollow 14'-11" b 13'-10" b 12'-11' 15'-2" 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 0.046" S.M.B. 17'-6' b 16'-3' 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 5" x 0.050" 5.M.6. 21' 8' b 20'-1" b b 19'-7' b 18'-7" b 17'-9" b 16'-11" b 16'-3' b 15' 8" b 15'-2" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2 b 20-9" b —Y --5 7—b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9" b b 2" x 2" x 0.044" Sna 107-4" b 9'-7' b 12' 3' b 8'-11" 11' 5" b 10'-9' b 10' 3" b 9'-9" b 9'-4" b 8'-11" b 8' 8' b 2" x 3" x 0.045" Sna 13'-3" b 14'-11" b 14'-0" b. 13'-2' b 12'-6" b 11'-11" b 11'-0" b 10'-11" b 10'-7" b 10'-0' b 2" x 4" x 0.045" snap 16'-2' b Notes: Add horizontal distance from upright to center of brace to beam connectionAo e 1, Above spans do not Include length of knee brace. above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 166.44 CIVIL ENp,NEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (388) 767 -GSW PAGE ® COPYRIGHT 2e04 3A•24 HOS TO eeREPROOUCEA tN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNtTr, P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M,S, OR WOQQ 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 171/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3" = l'-0" ROOF PANEL. TO WALL DETAIL 3"= V-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL 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: 100 -1231 130 1 140 150 #8 1 #10 1 #12 #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) 767.65.6 PAGE Q COPYRIGHT 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS .. .............. ..- 1.0 #�.O#ENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3" = 1'-0" SECTION 7 RLE. n Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVILENGINEER- DEVELOPMENTCONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 1801 N.W. 64th Street TELEPHONE: (388) 767-4714 Panel Products Ft. Lauderdale, FL 33309 FAx: (ass) 7s7 esss Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRIGHT2DM7-33 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. t TD6 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOTS 1-6, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Z 0 0 O VO O 0 ►4 1 BUILDING POSITIONED PER CLIENTS INSTRUCTIONS 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 E 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 ONLY. 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 THE (FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM53143 DRAWN BY: 1-6 REVISED: REVISE DRIVE 4-13-06 DLC PLOT PLAN 3-06-06 DLC LOT 7 Z 78.00' N89-5l'00"E(TYP.) o Q f V Q N O N (D 6) O J M 78.00' LEGEND - BUILDING SETBACK LINE MLW CENTERLINE POB - - RIGHT OF WAY LINE POC PCC /X PROPOSED ELEVATION POC - ----- PROPOSED DRAINAGE FLOW PD CONCRETE 6 PSM PROFESSIONAL SURVEYOR & MAPPER L C.B. LB LICENSED BUSINESS PC LS LICENSED SURVEYOR PI PRM PERMANENT REFERENCE MONUMENT PRC PCP PERMANENT CONTROL POINT PT (P) PER PLAT TYP (M) MEASURED A/C (CALC) CALCULATED CBW FND FOUND RP C/W CONCRETE WALK R S/W SIDEWALK CS CP CONCRETE PAD C PB PLAT BOOK R/W PGS PAGES ORB NG NATURAL GRADE UP SQ. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 1"=30' GRAPHIC SCALE 0 15 30 PREPARED FOR: PULTE HOMES MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE - POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK UTILITY PAD 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 LOCATED EXCEPT AS SHOWN. 3. NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. JAMES JAY JILES THE FIRM PSM #4997 DATE