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1201 Berkman Cir BR08-001615 (Screen Walls) DocumentsCITY OF SANFORD PERMIT APPLICATION g-- Submittal Date:/dtJ Application : C1 . mo) e eMA h t c Ie ,TNa)7i% l C. Value of Work:$ Job Address: ID: C— / ' 36//- b odo- .30L/Q Zoning: Historic, District: Parcel I Description of Work: W riLF S..................... Syuare•Footage: ................................ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non-Resident.iai Replacement New (Duct Layout & EnergyCalc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential Commercial Occupancy Type:. Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Je4 /UL17 1t-%0l j ' CllL:il.S%-5, J Property Owner: Cl . - > H e U` Contractor,C:d ll ,2a7%i; i%. Address: Gt Vl e ia/)d ` Address: /e"7%% jy /bQ E Phone J_73-c4jq State License Number: Phone: -mail: Bonding Company: Mortgage Lender: ` L Address: e. Address: I. Phone: Architect/Engineer: Fax: uAddress: r D G 1 K t Phone: 073 ac/Fax: 3 3()ffS E-mail:C1 n22 flCcr)db Plan Review Contact Persoq: Nl Y %/ i5bu A6-r 3 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction.. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES; BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. f the foregoing information is accurate and that all work will be done in with all applicable laws regulating OWNER'S AFFIDAVIT: I certify that all o construction and zoning, i WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR i IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE• THE IEFIRSTINSPECTION. 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 i 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 713. r - Date Signature. ofCont ctor/Agent .Date Signature of Owner/Agent Print OwneOAgent's Name Print on ac or/Ag, is aN' Signature of Notary -State of Florida Date Signa re of Notary -State of Ion a • x; ` Dat Notary Public State of Florida 4P Marlette R Mosley. x y - My Commission DD672921 oe a Ex ires 07106/201.1 o :actor/Agent is P oj y nown to or Owner/Agent is — Personally 'Known to Me or pr L Produced [D Produced ID _ APPROVALS: ZONING: UT[L: FD: ENG: BLDG: m Special Conditions: R Rev 07.07 CI OF SANFORD PERMIT APPLICATION Application # : Submittal Date: v 5 JAL Value of Work: $ Job Address: o l l Cle 36 -,rI , b zoning: Historic District: Parcel [D l ado- 3OV g J l/Q W ' / ..... Square Description of Work:............................................ Pool Sign Mechanical Plumbing Fire Sprinkler/Alarm Permit Type: Building Electrical Temporary Pole Electrical: New Service - # of AMPS - Addition/Alteration Change of Service p y Non-Residettial Replacement New (Duct Layout &Energy Cale. Required) Mechanical: Residential # of Gas Lines Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines Plumbing Repair -Residential Commercial Plumbing/New Residential: # of Water Closets — Occupancy Type: Residential Industrial Occupancy Use Group(s): Commercial Flood Zone: (FEMA form required ) of Stories: # of Dwelling Units: ,,,,,,,.../ r....... Construction Type: ................................... --d ffjj Flo yip Contractor: } r De Proper Owner,. f' Address Address: 6 I v i oe An Q U L,4")CJ0, -L 3 Phone: J'' State License Number: Phone: o i tr- 166 / E-mail: Mortgage Lender: Bonding Company: Address: Address: Phone: Architect/ Engineer: r Fax: Address: U o 3 3 D?J+1 E-mail:PGI oe 6 6rIa1471 Phone: , . 'a /fFax: JlSblc 'ii- Il cr Plan Review Contact Person:// ed to meet standards of all laws regulating construction in this jurisdiction. HEATERSunderstandthat a separate issuance of a permit and that all work will be perform installations as. indicated. I certify that no workorinstallation has commenced prior cot e Application is hereby made to obtain a permit to do the work and POOLS, FURNACES, BOILERS, 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. MMENCEMENT MUST BE RECORDED AND POSTED ON BEFOR ERECORDMG YOUR WARNING TOOWNER: YOUR FAILURE TO RECORD NOTICE OF COMMENCEMENT MAY RESULTINYOUR PASITE BEFORE THE YING TWICE IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF FIRST INSPECTION. IF OINTENDTOOBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATT NOTICE OF COMMENC that may be found in the public. records of NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable [o this property Yaencies, or this county, and there may be additional permits required from other governmental entities such as water management districts f FloridaaLie nLaw, FS1federal agencies. Acceptance of permit is verification that I will notify the owner of the prop of the requirements o l `v of Cont ctor/ Agent Date Date Signature Signature of Owner/Agent T T -7:;r rint on ac or/ Ag is Na I 0 Print Owner/Agent'sNameDateSignarof Notary -State of Ion a Dat Signature of Notary - State of Florida' Notary Public Stale of Florida Marlette R Mosley My Commission DD672921 OF Ex ires 07/ 0612011 o ractor/Agent is P o nown to or Owner/Agent is _ Personally Known to Me or Produced ID Produced ID FD: ENG: BLDG:— — APPROVALS: ZONING:: UTIL: Special Conditions: Rev 07. 07 4 N I Idli Id''- " Idi li ddl li lad II dll 11 Ili II dil II Ild li III 11 III I Idll I This Instrument Prepared By: r Tiffany Tefft 4901 Vineland Road; Suite 500 Orlando, FL 32811 Permit No. NOTICE OF COMMENCEMENT MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY AK 06745 pg 12201 tlpgi' CLERKI S # 20070,96488 RECORDED 07/02/2007 09t34;53 AN RECORDING FEES 10.00 RECORDED BY H DeVor e STATE OF FLORIDA, COUNTY OF SEMINOLE THE UNDERSIGNED hereby gives notice that improvement 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. Description of property: (legal description of property, and street address if available) REGENCY OAKS UNIT THREE LOT 304 1201 BERKMAN CIRCLE PB 72, PGS. 9-11 7--4 t 3V s-(to. 2. General description of improvement: NEW CONSTRUCTION TOWNHOME 3. Owner information a:: Name and address: Pulte Home Corporation 4901 Vineland Road, Suite 500 Orlando, FL 32811 b. Interest in property:, c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: Pulte Home Corporation 4901 Vineland Road, Suite 500 Orlando, FL 32811 5. Surety a. Name and address: b. Amount of bond $ 6. Lender: (name and,address) 7. Persons within the State of Florida designated by Owner upon whom notices orother documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: name and address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes:(name and address) 9. Expiration date of notice.of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Sworn t a d subscribed before me tom.! this day of 200 Scott Paige (Attorney -Fact) Owner' s Name : Pulte Home Corporation Signs e YNotary PubliqY Owner' s Address: 4901 Vineland Road Suite 500 Notary' s Name_ - —'°" Orlando, FL 32811 CIA. MY COh4MIS510t4 # EXPME9 Much 16,2010 Notary' s Commission Expres +,BondPdURINOtgry,p p4L1aVgtNtildte ALL INFORMATION MUST BE TYPED OR PRINTED LEGIBLY TO COMPLY WITH RECORDING REQUIREMENTS. POWEROF ATTORNEY Date:Oaq t2 , I hereby name and appoint of 4d -51/1e z A)"In uH 51a 20E (i5T5, c;1 C to be my lawful attorney in fact to act for me and apply to the 00,-, D-' Division of Building Safety for a Seven bj"-td-- for work to be performed at a location described as: Section Township Range Lot Block Subdivision At, / 4e. U qe - permit i d/ ia6.s ldo 5, Q-13, 0-0, )Ja f, is i 9 ,Qe/%net4 CmeA A Address of Job) Cc 14 isle CDtP. Ygol l/1 a.,l at Ed, 5-he Owner of Property and Address) and to sign my name and do all things necessary to this appointment. m0nd F Seae-z R,X O0 5.9 6k0 4 Type or Print Name of Certified Contractor and Contractor's License Number Certified Contractor M4 The foregoing instrument was acknowledged before me this _ day of 20 by E n1 an d 2, Sf who is personally _ tome/produced as identification and who did not take oath. State of Florida County of 1 TotaryPublic, Orange Coun , F orida Notary public State of Florid@ Marlette R Mosley My commission DD672921 6x ires 071061201.1 Seal Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCELL D"m JOHNSON: CFA,-ASA PROPERTY t `r'ISE SEMINOLE C»OUNTIf FL. 1101 E. FIRSTsT SANF03M, FL 327'114468 407 - 665; 7506 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 28-19-30-519-0000-3040 Number of Buildings: 0 Owner: PULTE HOME CORP Depreciated Bldg Value: $0 Mailing Address: 4901 VINELAND RD SUITE 500 Depreciated EXFT Value: $0 City,State,ZipCode: ORLANDO FL 32811 Land Value (Market): $25,880 Property Address: 1201 BERKMAN CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: REGENCY OAKS UNIT THREE Just/Market Value: $25,880 Tax District: S1-SANFORD Assessed Value (SOH): $25,880 Exemptions: Exempt Value: $0 Dor: 0003-VACANT TOWNHOME Taxable Value: $25,880 Tax Estimator Portability Calculator 2007 VALUE SUMMARY SALES 2007 Tax Bill Amount. $581 Deed Date Book Page Amount Vac/Imp Qualified 2007 Taxable Value: $31,140 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... 0 LOT 0 0 1.000 25,880.00 $25,880 LOT 304 REGENCY OAKS UNIT THREE PB 72 Permits PGS 9 - 11 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 ear's property tax will be based on Just/Market value. http://Www.scpafl.orglweb/re web.seminole county title?parcel=28193051900003040&cp... 5/7/2008 Permit #: Project Name: 08-1615 Screen Room Address: 1201 Berkman Circle Plans Reviewed By: Richard Denman 407.330.5656 The Permit Ds Subject 4® The (F®lg®wing Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All current Florida Building Codes are to be complied with. 6. Any error or omission in this plan review shall not be construed to grant approval of any violation of any adopted Codes or Municipal Ordinances of this Jurisdiction. 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. OIL!, il J 1 N 1 PERMIT # DAZE: PLOT PLAN DESCRIPTION: (FS FURNISHED) LOT 304, REGENCY OAKS UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. KNOWN AS: - — - — - — - PLATTED AS: B- — - ERX CIRCLE BERKELEY CIRCLE RIGHT- OF WAY VARIES b 100.00'(TYP.) b I N90-00'00"E(TYP.) j F.a O 0 C5 O O O TRACT A COMMON AREA) ROADWAY, ACCESS, RCCREAI'ION, LANDSCAPE, DRAINAGE & U-IIUlIES BUILDING SETBACKS FRONT: 19, REAR: 13' SIDE: 5' PREPARED FOR: PULTE HOMES 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION UST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA 7URNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE 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 F.E.M.A. AGENT FOR VERIFICATION. WEST IJNE OF LOT FIELD DATE:). SCALE- I" a 30 FEET APPROVED BY: SJ JOB NO. V8000283 LOT 303 DRAWN BY: _- REVISED: MDINOUAL PLOT PIAR E-n-07 RAB PLOT PLAN OB-2'J-07 VH/RAB 1" 30' GRAPHIC SCALE 0 15 30 BUILDING POSITIONED PER LAYOUT S DRAWING PROVIDED BY CLIENT LEGEND - BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE RIGHT OF WAY LINE X PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POO POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED. DEVELOPMENT I I CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR k MAPPER C.B. DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURELSLICENSEDSURVEYORPIDENOTESPOINTOFINTERSECTION PRM PERMANENT REFERENCE MONUMENT PRO DENOTES POINT OF REVERSE CURVATURE P P' PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY P PER PLAT TYP TYPICAL M) MEASURED A/C AIR CONDITIONER CALC) CALCULATED OB V CONCRETE BLOC: :PALL FNo FOUND RP RADIUS POINT Sf/WW SIDEWALK CONCRETE WALK US CS CONICCONCRETE SLAB Cr CONCRETE PAD C CHORD LENGTH PB PLAT BOOK R/W RIGHT-OF-WAY PGS PAGES ORB OFFICIAL RECORDS BOOK NG NATURAL GRADE SQ. FT. SQUARE FEET UP 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 INITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHEHnCATED.ELECTRONIC SEAL ANOERICAN S u F:P,'v MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER L13p8393 FOR WINO N. ORLANDOFLORIDAAVE,SUITE 8WINTERPARK, FRIDA 32789 f /47 THE 407) 426-7979 FIRM WWW.AME.RICANSURVEYINGANDMAPPING.COM DAMES JAY JILES PSM #4997 DATE r 00 C ce IQ 00 8' x 13' Screen Room 1/4" = 2' 3- Elite Roof 14' Top View 9 8'5" 13' Front View v- 00 ICAL SLOPED SOLIDROOF ENCLOSURE SCALE: N.T.S._ ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME,.. - USE BEAM TO WALL DETAIL RIDGE BEAM SEE TABLES 3A.1.4) TYPICAL GABLE.SOLID-ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: Iebpe@bellsouth.net PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A SCREEN, -ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES j 3A.1.1 & 3A.1.2) MAX. / H" 7HEIGHT h) 1" k 2" MIN. 3-1/2" SLAB. ON GRADE VARIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37) 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 @ FASCIA ALLOWEDP/2- -...-- SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS SEE TABLES) Zw O.H. SOLID ROOF Cn_ P NO MAXIMUM ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. LW = LOAD WIDTH VARIES VARIET P' VARIES NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETEFASTENER MAX. OF 2'4' 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/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT VALL 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 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: t00 - 123plt 0 1 40 150#80 12 TYPICAL SCREEN ROOM SCALE: 3/16" =' 1'-0 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368, South Daytona, FI 32121 Telephone #: ( 386) 767-4774 Fax #: (386) 767-6556 Emall: labpe(gbellsouth net PAGE © COPYRIGHT2006 3A- 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A I SCREEN; ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION. DETAIL I" x 2" WITH 3).#10x 1-112" S.M.S. INTO SCREW BOSS 2) #10 x 1 1/2" S. M, S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE'Wl 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 a VAPOR BARRIER UNDER CONCRETE ALT ATE HOLLOW UPRIGHT TO BASE HOLLOW UPRIGHT TO BEAM DETAIL 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 HEADER BEAM ANCHOR I"x 2" CHANNEL TO 4) #10 x112" S.M.S. EACH SIDE CONCRETE WITH OF POST 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH H-BAR OR GUSSET PLATE SIDE OF EACH POST AT 24 2" x 2" OR 2" x 3" OR 2" S.M.B. O.C.. MAX. OR THROUGH POST ANGLE AT 24" O.C. MAX. MIN. (4) #10 x 1/2" S.M.S. @ MIN. 3-1/2" SLAB 2500 PSI EACH POST CONC. 6x6-10x10 W.W.M. OR FIBER MESH I", x 2" EXTRUSION VAPOR BARRIER UNDER ate° 1-1/8" MIN. IN CONCRETE CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214388,South Daytona. F13212l Telephone #: (386) 767-4774 Fax #: (386) 767.6558 Emall: lebpaCbellsouth net PAGE © COPYRIGHT 2006 OUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH 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 IDE WALL HEADER kTTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED 1 x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO r'ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS Q 6" FROM EACH OST AND 24" O:C. MAX. AND ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER TAIL SCALE: 3" = ' " Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F132121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpaCbellsouth net PAGE © COPyRIGHT2008 3A-6 NOT R BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF P S: 4)1 /4" x 4". LAG BOLTS .. . 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 BOTTI W/ MIN. (3) #10 x 1-1 S.M.S. IN SCREW BOSS 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"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 Q 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368,South Daytona, F1 32121 Telephone #: (386) 76T-4774 Fax #: (386) 767-65M Emall: lebpe@bellsouth.net PAGE Q COPYRIGHT 2000 3A-7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD l a A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l A B C 2 SPAN UNIFORM LOAD SECTION 3A AN l Z l A B C D. 3 SPAN UNIFORM LOAD l 1 1 l A B C E 4 SPAN NOTES: 1) l = Span Length a = overhang Length2) 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. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence. E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL. ENGINEERING P,O. Box 214368, South Daytona, R 32121 Telephone M (386) 767.4774 Fax#: (386) 767-6556 Email: lebpeQbellsouth.net PAGE Q' OOPYRIGHT 2000 3A-9 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 Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions 48.3 #!SF for Max. Cantilever) for Screen, Acrylic or Vinyl RoomsFor3secondwindgustat120MPHvelocity; using design load of 13.0 #ISF. Notes: I1 M w w...... -. _. _ 1 Above spans do not include length of knee brace. Add hodzol]tal distance tmm up d connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL& SBTcRU eT$ ScRALuth o ENGINEERING Telephone #: (386) 767-4774 Fax #: (3a8) 7674SU Email: IebPa®be080uth.n6t PAGE © COPYRIGHT 2006 N WHOLE OR IN PART WITHOUT THE WRrrfEN PF_{yt AI8SI0N OF I1,WRENCE E. 6ENNETr, P.E. 3A-12 NOT TO BE REFRODUCEC I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights,. Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms u_.. anaa TR SECTION 3A Tributa Sections 3'-0" g.g,. 4=0" ableAllowable Hal bendln 'b' or detlecdon'd' 3'-9" b b 11" 4'-0" b q.g" b 3'-11" b 4'-8" b 4'-4' b 2" x 2" x 0.044" Hollow Hollow 6'-10 b 6'-4" b 5'- 1+" b 5''-7"" b 5'-3" b 6'-0" b 5'-4" b 5'-t" b 4'-11" b 4'-9- b 4'-T b2" x 2' x 0.055" 7'-2" b 6'-8" b 8.3" .b b'-11" b; T-9" b T 5" b 7'-2" b 8'-11" b 0.070" Hollow 10'-11" b 10'-1" b b 86- 4 Y. b b 5' 8" b 6' g" b 5'-3" b bt- b b 4'-11" b 9'-8- b 8.-11 b B 8 4 b 11 bT- " T-g"; b 7'-2' b 6-1D" b gt7• b° 8'-4- 2" x 4" x 0.050" 2" x 4" x 0.046" Hollow S.M.B. 12'-8' b 11=9Y b 101' 1" b 90'-8" b D'-0" b 9 -7° b W-3 b 8'- 1" b 8' " b 2"x5"x0.Db2" Hollow 13-7 b 12 7 11'-9" b 113' 1 2 b 11-10' S 11'S' b 2" x 5- x 0.050" S.M.B. 1 B'-1" b18-0 116 $"" b 131-1 b 7" b 14'-9" b 13'-11" b 4' b b 12'J" 5 b'-0" b 91" 4'-10" b. 4'-8" b 4'-8" b0.050" S.M.B. T-1" b 6'-7" b 6'-2" b y,9' b b' 8"' b 5' 3" b2" x 2"x 0.044" Snap 8'-7" 6 71 " 7 b 7! 2- b U. 10" b 6' 2" x 9" x 0.045" Snap snap 10'-1" b 8'-" b 8 9 b 8 5" b T. 0• b 8" b2" x 4" x 0.045" 3" x 3" x 0.045" Fluted g'-10" b 9" M 6'-10" b 6'-8" b 8'-3" b 5'-11" b 5'-9" 5'-g" b 5' 4' b S° x 9" x 0.060" S uare 8'-5"- . b 17-3Y b b T b 12' 11- b 12'' 5," b i8'1" b 181 8" b b S" x 3" x 0.093"- - 3"x'3",x0A25" 3 uare S uare 17-7 b 11 3" b 15' 2" b 14' 4" b 15'-8" b b 14'-9" b 14'-0" b 13'-5" b 12'-11" b 12'-b° b 12'-0" b 4" x 4" x 0.125" S uare 19'-0" b 1 T-7" b 18' 8" b to beam c to the Notes: include length of knee brace. Add hoonnectionrizontaldistancefromuprighttocenterofbrace 1. Above spans do not above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 166" CIVIL & STRUCTURAL ENGINEERING P.O. Box 214388. South Daytona- Fax #: (3116) 767-66M TAlephone #: (388) 787-4774 Emall: lebpe®bellsouthnet i PAGE 3A-25 COPYRIGHT 2006 THE WRITTEN PERMISSION OF LAWRE NCE E. BENNETT. P.E. NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT USTO i2JV PAM- 12W 1 ? x BCAL gm 4'. iLw mo: 'PP.Q . % i A1 EL CAs °' t pd SELL GTPANEL OEM WTABes,, i II11/ 111111 1 1111. 11 I III I l , .1.,11 • 1• • i l.liiil 1l aff jr to I%W ice' .. ra lmassmama Tolloomlik fx4vo4m emnr rums 7. rs E GHGiION 7 UM OR RA'P'R ia ORTii TAL s'1' :_tip ' • , Lawrence V. Bann ' iA °,#9 6644 pawwl* Ilk taI-M 7-4 Tuall! BjLLSPACWgRjrQM 7 T -77,= Q Msr ww— . SOIUD RWF PaNei.pMcuarss sx Amomma AM O) AT PAP! 060 ta P®i r,j=VwoppANANC moinimt 8 WHO r TO cr+VnATI To "0 UN mmi womml CW AL4-q FAR LI11 ioxtt: IAJ4wO FEN 012. PANIEL7 firiarm Hasir A :) . wrmmu MA M 80LID ROOF PAN& PR SgMON 7 tits 1 .. •.. Ir 46 iI &8196 Fi+14 *W r/ le 11tQ.f 31 a'Crs EL WAM r SECTION 7 SOLID ROOF PANEL PRODUCTS IRL TM Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL & STRUCTURAL ENGINEERING i 1801 N.W. 64th Street P.O. Box 214368,'South Daytona, FI 32127 t=o o! FL Lauderdale, FL 33309 Telephone #: (388) 787-4774 Fax#: (388) 787.6558 Tel: (954) 491 -3700 Fax: (954) 491-1433 Emall: lebpe0bellaouth.net PAGE ©IAPYRIGHT 2008 7'36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WAN PERMISSION OF LAWRENCE E. BENNErr, P E.