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HomeMy WebLinkAbout150 Bristol Forest TrlZ EIVED CITY OF SANFORD PERMIT APPLICATION Permit t1: os — O 3 1?3 APR 1 12003 Job Address: 0 i5r,377--lA#7 A -7 Description of Work: Y bAen Qm %-- Historic District: Zoning: Value of Work: S w csb I.0 (.vie . AM4 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 #: 1p"?_ / g . Owners Name & Address: Name & Address: Phone & Falx t Bonding Company: Address: Mortgage Lender: Address: ArchitecVEngineer: Address: O v`) 63.a0 (Attach Proof of t7sC /- 7 11' J Contact Person: Phone: Phone: Fax: Le al Description) r L— 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws reirulating 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 per mi is verificationhS ill notify the owner of the property of the requireme is o lorida Lien L S 71 Srg t Owner/ ent Date Sign re of Contractor/A ent Date pert gl-. vex a Prin wner/Agent's Name U Print Co ctor/Age 's Name Signature ofNo1a-/-'S4`teorf1ori4d I Date Signature of Notary-Vatoof Flo OwAgentis P n 1 Knowp to, a or Produced ID_, (( I e}- tC. J APPLICATION APPROVED BY: Bldg: Z` zoning: Initial & Date) pecial Conditions: Contractor/Agent is _ Produced ID Initial & Date) Becky R°° aR 1p I ° W CommisalonODISO133pV Expires February 14, 2007 Utilities: 3/ aB Os Date Known to Me or FD: Initial & Date) ( Initial & Date) e811114 Ropm M1 CorntrtlW W DD7(t0133 a E" N ftWUWY 14, Z0V POWER OF ATTORNEY DATE:. hereby name and appoint of Affordable Screen & Patio. Inc. to be my lawful Attorney -In- act to act for me and apply to Building Department fora permit for work to be performed at a location described as: Parcel ID #avZ' "- .! Lo Block v Subdivision: r O•' er of Property & Add and to sian my name and do all things necessary to this appointment Type and prinya.,,i roe of Certified Cdalractor Signature of Cert`ao Contractor The foregoing instrument was acknowledged before me th410T v J)Ay, AA41oy w o is personally kn n to me. who produced A) L4- U as identification and who did not take an oath. State of Florida County of'Orange Notary Signatur Date.lao w Be* Ropers S •a I) My CwaftsW DD180133 tolft FeftM 14, 2007 Li;L- 7^7 / N Seminole County Property Appraiser Get Information by Parcel Number Page I of I y DAvio JcHmrom. CFA. ASA PROPERTY Crj . ftA. Avg APPRAISER 5 EMINO LE COUNTY FL. I 101 E. FIRST sT SANFORD, FL 32771-1468 A 407-665-7506 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SANFORD- Number of Buildings: 1 Parcel Id: 0000-0320 Tax District: WATERFRONT Depreciated Bldg Value: $111,438 REDVDST PING CHIEN Depreciated EXIFT Value: $0 Owner: xempons: Exemptions: L & SAN WU Land Value (Market): $26,000 Address: 150 BRISTOL FOREST TRL Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 V,7.100 $137,438 Property Address: 150 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $137,438 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $137.438 x Estimator 2004 VALUE SUMMARY SALES Deed Date Book Page Amount Vac/Imp 533 2004 Taxable Value: $26,000 WARRANTY DEED 01/2005 05579 01 $174,300 Improved DOES NOT INCLUDE NON -AD VALOREM iles % ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 32 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 26,000.00 $26,000 PGS 12 - 15 BUILDING INFORMATION Bid Nurn Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New I SINGLE FAMILY 2004 6 1,684 2,120 1,684 CB/STUCCO FINISH $111,438 $111,998 Appendage / Scift GARAGE FINISHED/ 400 Appendage / Sqft OPEN PORCH FINISHED / 36 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/pis/web/re—web.seminole—county title?parcel=22193050200000320&c... 3/4/05 I loll 1/ Ile II Ill H all al all 11 all 11 all 11 lal go III 11 H111 Ill 11111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOL'E COUNTY 13K 05682 PG 1399 CLERK'S # 2005059304 Permit Number RECORDED 04/11/2005 11:59:35 AM Parcel Identification Numb — RECORDING FEES 10.00 631;t v RECORDED BY G Harfo•rd Prepared by: 6. n - L QPn 1 1 2005 Retum to:Sr o C Cj Ucc'o CERTIFIED COPY MARYANNE MO SE l-Ctl1C i` O cl l 31 -76 CLERK 0 CIRCUIT OURT 1N L COUNTY FLORIDA NOTICE OF COMMENCEMENT EPUTY c K State of Fi Or-' County of The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Descripti n of property (dal- descri tion of he pp pert and reed a"ddre av 1e pl- e3o,-VIC PA 2. Ge eral descri tion of improvement(s)< B o 1-?/(P A--,;z 3. Owner Mf9rmation Nar ' e4 n r Telephone Number Address i ! / Fax Number C / 9j,4 3977 Interest in Property: 4. Fee Simple Title Holder Of other than owner shown above) Name Telephone Number Address Fax Number 5. Contractor Name , 3 x 5 b `7 15 a Telephone Number tAD`7- Address I , a. 7 . Fax Number 1-4 Q 1 - 2>3'D. 20 9 6. Surety ( if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender ( if any) Name Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in § 713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): AA Date Signed I IIuJt JIlJ. 11 I- -- v.-- ......J -- r _ — his or her stead." Sworn to and subscribed before me this day who is personally known to me OR prod as identification. e ON Becky ROPM Signature of gyp` My Commission DD180133 o,no" Expires February 14, 2007 z, 20 by to appear below) Form Revised: 12/00 for 19_ to 20_ 0 AN , I fi 7 AS RECORDED IN PLAT BOOK 62, 0-, 30 - o cl r / 7FOR THE BENEFIT OF AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC 4 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) COT 32, PRESERVE AT LAKE MONROE PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). PERMIT #A5023 1. t= 90D' NS RE VIEWEp39L=2DR=SAVFO3DCB=N80364C= 35.36' 2 ti= 48'11'23" L= 21.03' R= 25.00' CB= N11'31'08"E C= 20.41' A= 2*17'50" L= 2.00' R= 50.00' CB= S11'25'39"E C= 2.00' NOTE: LOT 33 WALK IS 0. 2' OFF PT 381. 07' CENTERLINE OF,) RIGHT- OF-WAY 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 12-16-04, UNLESS OTHERWISE SHOWN. 3. 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. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUB.ECT 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 F. E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED, E WESTERLY LINE OF LOT 32 FIELD DATE:) 8/03/04 REVISED: SCALE: 1" = 30 FEET APPROVED BY: Si . • tz- 16-04 CK8 IOARD 9/21/04 DLC PLAN 4/I6/04 SOO JOB NO. ASM39646 DRAWN BY: LOT 31 N54' 23'11 "W I WALK IF 0.2' OFF 35. 00' I S35- 36'49"W 25. 00% I S54- 23'11 "E J 52. nn f10 UVFICE RP to WALK IS 0. f OFF I, z 03W 1 I; o U rn- It0 0o n n I a S54' 23'11 "E 25. 00' WALK IS 0. f OFF W m O I z zb 0I PI 431. 0, BRISTOL FOREST TRAIL LEGEND 50' RICHT-OF-WAY I 1" - 30' OR 4PHIC SCALE 0 15 3 0 0 '< U s 1C X 0X w CK a 0 w U OFND 1/2" IRON ROD AND CAP LB 058 (12/16/04) CENTERLINE Q FND NAIL AND DISC LB # 68 (12/16/04) RIGHTOFWAYLINEEXISTING ELEVATION 0 FND 1/2" IRON ROD AND CAP LB # 6393 (12/16/0t) CONCRETE CNA CORNER NOT ACCESSIBLE LB LICENSED BUSINESS A DENOTES DELTA ANGLE LS LICENSED SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BE/RING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF C JRVATURE P) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES POINT OF R:VERSE CURVATURI FND FOUND PT DENOTES POINT OF TANGENCY C/ W CONCRETE WALK TYP A/ C TYPICAL AIR CONDITIONER S/ W CPSIDEWALK CONCRETEPAD CBW CONCRETE BLOCK WJ.LL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH CHU OVERHEAD UTILITY LINE PK PARKER K4LON ID IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUN) CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 ( 407) 426-7979 I HEREBY CERTIFY, THAT THI:i BOUNDARY SURVEY, SUBJECT TO THE SLIRVEYOR'S NO TE`_ CONTAINED HEREON MEETS T-IE APPLICABLE - MINIMUM TECHNICAL STANDARDS" SET FO!;TH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN 'CHAPTER 61G17- 6, FLORIDA. ADM1N!SiFATI1JE CODE PURSUANT TO CHAPTER 472027. FLORIDA F ) R 1 IE F IRM JAMES JAY JILES PSM #4997 [ 4TE 06f A O AC'h "'ro LAJ A 2 2/ ag SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) r l 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) 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. SENNETT. P.E. 3A-1 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS LW' FOR MAX. H* UPRIGHT HEIGHT (h EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 1"x2" 11 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. Z j U SOLID ROOF w NO MAXIMUM N ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW =LOAD WIDTH NOTES: " ' P' VARIES 1. AM--HOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" 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 W/ #10 x 2-1/2" S.M.S. W/ WiISHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-O" 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 1 140 150 8 1 #10 1 #12 12 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214364, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 767-4774 FAX: (386) 787-6011 PAGE COPYRIGHT 2004 3A•.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. SECTION 3A EDGE BEAM 1" x 2" DPEN BACK ATTACHED TO FRONT POST W/ 1 C• 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/ 1: 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 ATTACHED TO 1" x 2" OPEN OACK W/ MIN. (2) #10 x 1-1/2" O.M.S. IDE WALL GIRT ATTACHED I 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/ I x 2-1/4" ONCRETE/MASONRY NCHORS Q 6" FROM EACH OST AND 24" O.C. MAX. AND ALLS MIN. 1" FROM EDGE OF DNCRETE TYPICAL.B ALTERNATE CORNER 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: (386) 787.4774 FAX: (386) 757-GM 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 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 131RT 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" = 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"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: (385) 7674774 FAX: (386) 767-65% PAGE COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 3A-7 SECTIC114 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.al.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-0 a..944 Alac For 3 secona wind gust at -I ry mr-re y, .. — V•• Tributary Load Width = Purlin Spacing 31-0" 3'.6" 1 4'-0" 6•-0" 1 61-6" 7'-0" 7'-6" Sections Allowable Height 'H' I bending'b' or deflection'd' 9'-5" b 8'-9" b 8'-2" b 7'-8" b 1 71-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 6'-9" b 5'-11" b 6'-6" b2" x 2" x 0174" Hollow 2" x 2" x 0.0!;5" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11.' b 7'-5" b 7'-2" b 3" x 2" x 0.1N15" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-0" b 7'-11" b b 7' 8" b 9'-2" b 8'-10" b 8'-6" b 3" x 2" x O.IIi'O" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 8'-0" b 8'-1" b 2" x 3" x 0.1145" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b b 9'-5" b 12'-0" b 8'-11" b 11'-6" b 8'-8" I V-0" b 10'-8" b 10'-3" b 2" x.4" x 0.11!M" Hollow 16'-3" b 15'-1" b b 14'-1" b 16'-0" b 13'-3" b 15'-7" b 12'-7" 14'-9" b 14'-1- b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 4" x 0.11,16" S.M.B. 19'-1" b 17'-B" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 5" O.11:i0" S.M.B. 2377b 21-10- b 2(Y-5" b 19'-3" b 18'-3" 2" x x b 1 Y-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'-3" b 20'-2" b 2" x 2" x 0.11.14" Snap11'-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 b 7'- 1" b 2" x 3" x 0.4 15" Snap14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b b 10'- 2" b 1 12'-5" b 9'- 9" b 11'- 11" b 9'- 5" 11'- 6" b 11'-1" b 2" x 4" x 0.61115" Snap 1 17'-7" b 1 16'-3" b 15--3" b 14'-4" b 13'-7" b 12'-11" For 3 secciIld wind gust at 120 MPH velocity; using design load of 13 #/SF Tributary Load Width 'W' = Purlin Spacing SwAlons 0 3'" 3'-6" 4'-0" 4'.W' 5'-0" 7'-0" 7'-6" Allowable Height 'H' I bending'b' or deflection'd' 2" x 2" x 0.D6C Hollow 8'-8" b 8'-W b 7'-6" b 7'-1" b 1 6'-8" b 6'-5" b I "" b 5'-11" b b 5'- 8" b 6'- 2" b 5'- 6" b 5'- 11" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 1 7'-4" b 6'-11" bi 6'-8" b 7'- 0" b 6'- 5" 7'- 1" b 6'-10" b 6'-7" 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 b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 3" x 2" x 0.070" Hollow 12'-1" d 117-5" b 10'-8" b 1-0 -1" b 9'-7" b 9'-2" 9'- 1" b 8'-9" b 8'-5" b 8'-2" b 2" x 3" x O.Q45" Hollow 12'-10" b 11'-11" b 11'-2" b 10 6" b 9'-11" b b 9'- 6" b 11'- 0" b 10'-7" b 10_1J b b 9'-5" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 17-11" b 15'- 2" b 12'- 2" b 14'- 4" b 11'- 7" 13'- 7" b' 12'-11" 6 12'-5" b 11'-11" b V- 11'-6" b 11'-1" b 2" x 4" x 0.646" S.M.B. 17'-6" b 21'- 8" b 16'- 3" 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 5" x O.f 50" 2" 6" 0.(50" 5. M.6. 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'-B" b 15'-2" b xxU44'" 2" x 2"ExO. Snap 10'-0" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7' 4" b 7'-0" b 6'-9" b 8'- 8" b 6'- 6" b 8'- 0" b 2" x 3" (45" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 11'- 5" b 8" 1" b 10'- 11" b 10'-7" b 10'-3" b 2" x 4" x O.1 45" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b Notes: 1. Above spsms do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above span for total beam spans. 2. Spans mEy be interpolated. Lawrence E. Bennett, P.E. FL # 16644 IVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE: ( 386)767.4774 FAX: ( 366) 767-6555 PAGE © COPYRIGHT 2004 3A- 24J NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEC*nON 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING:', TRUSS OR RAFTER 10 x 1•-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAI:TER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTIK 3 HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 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. ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" of Xor//Z 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 tROOF PANEL TO WALL DETAIL( SCALE: 3" = V-0" WOOD :-TRUCTURES 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 1 AVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHEI tS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL E•E THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL E-E ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNE(::TED 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. ANCHOI tS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVEf :SIGN: 1100-1231. 130 1 140 150 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: (366) 767-4774 FAX: (386) 767-6M PAGE 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 SECTION 7 Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S.1# Density Manufacturers Proprietary Products: W-.- AD-.- n new- D".".i D... I Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 182 span 3 span 4 span 182 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'.0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-B" 20'-11" 20'-2" 13'-9" 15'A" 14'-10" 4'-0" 120 MPH 20'A" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123'MPH 19'-6" 21'-10" 21'-l" 15'Al" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11--1" 12'-11" 12'-6" 4'-0" 140 MPH 12'A" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'at" 13'-9" 1T-3" 1 12'A" 13'-9" 13'-3" 9'-6" 10'-8" 10'A" T-11" AD--.. n nan-• o--.-w o-..e, Wind Region Open Structures Mon o-Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 1 4 span 182 span 3 span 4 span 182 span 3 span 4 span 1011 MPH 24'-11" N25'-7" 27'-0" 23'-10" 26'-8" 26-9" 18'-8" ' 20'-10" 20'-2" 4'-0" 110 MPH 24'-11- 27'-0" 21'-11" 24'-6" 23'-8" 16'-2" 19'-3" 18'-B" 4'-0' 120 MPH 23'-10" 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 1T-8" 15'-10" 4'-0" 123 MPH 22'-11" 24'-9" 19'-10" 22'-2" 21'-5" 14'-4" 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5" 1 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9" 4'-0- A-- - A0-.- n now- o---s M--s, Wind Region Open Structures Mon -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 132 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4Ispan 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-l" 17'-5" 191-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-l" 19'-1" 21'4" 20'-7" 13'-9" 15'4" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" IT-5- 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'4" 17'-5" 191-6" 18'-10" 12'-8" 14'-2" 13'-B" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-l" 14'-7" 1l'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" IV-7- 13'-6" 15--1" 14'-7" 10'-5" 12'4" 1114" 4'-0" w--.- we-.- n n'2n-- D.--.r Dsnal Wind Region Open Structures Mon o-Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1g2 span 3 span 4 span 1&2 span 3 span 4 span 162 span 3 span 4 span 100 MPH 27'-11" 31'-4" 30'-3" 26'-8" 29'-10" 28'-10" 20'-10" 23'-4" 22'-6" 4'-0" 110 MPH 27'-11" 31'-4" 30'-3" 24'-7" 27'-5" 26'-6" 19'-4" 21'-7" 20'-10" 4'-0" 120 MPH 26'-8" 29'-10" 28'-10" 22'-10 25'-7" 24'-8" 1778" 19'-10" 1-9 =r 4--0" 123 MPH 25'-0" 28'S" 27'-9" 1 2r-2- 24'-10" 2T-11" 1&-0" 19'-3" 18'-7" 4'-0" 130 MPH 23'-0" 26'-5" 25'-7' 20'-10" 1 231-4" 22'-6" 16-2" 18'-1" 17'-6" 4'-0" 140 MPH 16'-2" 18'-1" 17'-0" 1 16'-2" 1 18'-1" 17'-6" 1472" 15'-10" 15'-4" 4'-0" 150 MPH 1672" 18'-1" 17'-6" 1 16'7 1 18'-1" 17'S" 13'-2" 14'-9" 14'-3" 4'-0- Note: Total roof panei wlam = room wiain + wan wlvm 356 BURBANK ROAD, OLDSMAR, FLORIDA 34677 NATIONWIDE 1-800-229-5257 LOCAL B 1 3-855-2627 FAX 81 3-855-81 21a 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) 767-65W PAGE COPYRIGKT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-49 I • FASTENERS I SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPIKE SCREW T-BOLT BOLT Onlr-wnR CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS p TEK SCREW LAG SCREW BOLT I OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER; AND SHALL BE APPROVED BY THE BUILDING OFFICIAL 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) 767-6558 Q) COPYRIOHT2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 9-1 SECTION 3A 1/4" x 6" RAWL TAPPER THE OUGH 1" x 2" AND ROW LOCK 14TO FIRST COURSE OF BRICKS ALTEF NATE CONNECTION OF SCREI=NED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EAC -1 POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M. 3. STRAP TO POST AND 1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING 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 NOTE:3 CONCERNING FIBER MESH) 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 4" MIN. (2) #5 BAR CONT. 1) #5 BAR CONT. c r 2'-0" MIN. 3-1/2" (TYP. BEFORE SLOPE ALL SLABS) 94 r TYPE I TYPE 11 TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2" / 12" 2" / 12"-1'-10" > 1'-101, Notes: 1. 'rhe foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil hall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. 'rhe 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" rLominal) thick.. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or rack control fiber mesh: Fibermesh e Mesh, InForceTm e37m (Formerly Fibermesh MD) per maufacturees pacification 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 I:ode. Local code governs. --- I See additional detail for structures located in Orange C606ty, 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 214308, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 I PAGE IO © COPYRIGHT 2004 3A "3o NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT. P.E.