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HomeMy WebLinkAbout328 Fairfield DrC�(CITY OF SANFORDI'ETOMIT APPLICATION Permit # : Job Add 6 rff//� T lXI'v !"• Date �'� Description of Work: ! "© ip Historic District: Zoning: Value of Work: $ Permit xtBuildi 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: (�#%o/f_Storiie�s:: �� # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #(3; --Il?✓ / AY �(�( �� '� O �) �� (Attach Proo Owner hip & Legal Description) O rs N &Address: / Fpf Contact Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: State Phone: Fax: w 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 agencies, or federal agencies. Acceptance of perm ' e iftca Sigof Own ;rJW]1 � Print ner/A is Signature of Not ry I wi�.notify the owner of the property of the requirements of Florida Lien Law, FS 713. Owner/Agent is Personally Known to Mo or Produced ID Date Date Contractor/Agent is ger onally Kn�Me Produced ID APPLICATION APPROVED BY: Bldg: _ Zoning: (Initial & Date) (Initial & Date) 4ecial Conditions: Becky Rogers My Commission DD180133 f r,G Expires February 14, 2007 Utilities: FD: (Initial & Date) �pv Becky Rogers My Commission DDI 80133 or n Expires February 14, 2007 (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl. org/pl s/web/re_web. seminole_county_title?parcel=3 219315160000083 ... 10/10/2005 11 87 12 88 JRfItl jrGW "{4 CVA, AL 13 rt. .. _ Y 85 14 84 APPRAMSER 15 89 S mwS L.9 Curr tyiY AL 19 1*16v 9.90*% `5T : 1Akr- A]3.EL-.111' i446Z- 17 82 81 80 79 78 77 76 18 „a 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-31-516-0000-0830 Number of Buildings: 1 Owner: AHEARN PATRICK J Depreciated Bldg Value: $126,252 Mailing Address: 328 FAIRFIELD DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $24,000 Property Address: 328 FAIRFIELD DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY LAKES PHASE 2 $150,252 Tax District: S1-SANFORD Assessed Value (SOH): $150,252 Exemptions: Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $150,252 SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified $479 SPECIAL 06/2005 $186,000 Improved Yes 2005 Taxable Value: $24,000 WARRANTY DEED DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontae DeLand Unit Land gpth PLATS: Pick... Method Units Price Value LOT 83 CELERY LAKES PHASE 2 PB 65 PGS LOT 0 0 1.000 24,000.00 $24,000 29 & 30 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2005 13 1,364 3,424 3,012 CB/STUCCO $126,252 $126,886 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 16 Appendage / Sgft GARAGE FINISHED / 396 Appendage / Sgft UPPER STORY FINISHED / 1648 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. org/pl s/web/re_web. seminole_county_title?parcel=3 219315160000083 ... 10/10/2005 POWER OF ATTORNEY DATE: / by name an 1of I here d appoint Affordable Screen & Patio Inc. to be my lawful Attorney -In -Fact to act for and apply to th D'"uildinlg Department for a ermit for work to be performed at a location described as: Parcel ID # '� ` �' 1(»' Q' � �Z )Lot .9-3 Block Subdivision: ddress of ,Job) (Owner of Property & Address) and to sign my name and do all things necessary to this appointment ;AW Type Type and print name of Certified Cont ctor. Signature fied Contractor The fore�(oina instrument Nvas acknowledged before me this ` r 6 by to me. who produced as identification and Nvho did not take an oath. State of Florid. 2 Countv of Oranbe rotary Si-nature/o/ let' k Becky Rogers My commission DD180133 (Sea 1) � 1W Expires February 14, 2007 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05946 PG 151 Permit Number 3 (�� Lp D Dr 10/12/2005 5 62 PM Parcel Identification Numb r ' RECORDING .FEES 10.00 Prepared by: PC -"1 ' " n� , �� il RECORDED BY G Harford C©pR5E ARYAN E Mo IRCUIT COURT Return to:�pf'�� e-� ��CLERK OF C -0 1� In.�;OUNT ,. FLQRI NOTICE OF COMMENCEMENT _ State of Ror:ljcl County of . z 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. Description of prop arty (legal -description of the pro erty, and street address if available) cWrZ-0, P 39-7.7. c 2. Generaldescr42rpp)&&Pn_�of�ip ovement s) 3. Mer i or`mSatioh Name ,���' �G �; Telephone Number �,. S�j , -� �� Address /�r,��� �'`. Fax Number . 'J �r T 1�i"` d''7 Interest in Property: 4. Fee Sim a it a o9 ey (if o�te� than owrrfrr shown above) Name Telephone Number Address Fax Number 5. Contractor Name�j fox 5 0, 7 Telephone Number 1(D `7-� ` 2� - 1 Q Lp Address O,n��O iod i � Fax Number ►4 ()�7 33a. _ 0 a`l cf -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): 4 Date Signed Signatidre of ner Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me chis day of who is personally known to me OR as identification. A,V rN Becky Rogers 4 1 L,- My Commission D0180133 Signature of Not ry otari a to appear below) W, ac�� Expires February 14, 2007 Form Revised: 12100 for 19 to 20 Legend of Symbols and Abbreviations:: aEvnn°u50: P.C.P. Permanent Control Point P.T. PROPosED, Boundary Line Brg. Bearing Field Field M1easured --. Centerline Calc. Calculated Fnd. Found Right-of-way Line C.B. Concrete Block Gov't.: Government ----- : Overhead Utility Line Ch. Chord L.B. Licensed Bu0ness --- - - - - -: Easement Line Conc.: Concrete 0. R. : Official Records A : Central Angle Const.: Construction Pav't.: Pavement ARC Arc Length c!s Concrete Slab P.C. Point of Curv=_ Blk. Block Elev. Elevation P.C.C.: Point of Compound Curve Boundary Survey , , Til,9cr A `,e �d p,2A/NAdE /Q6TEit/T/b f/ ,2gROD Ie2494 Z/ 1 -�3PLAT �F CIELD EAS��E.�l r v" EASE/1/ENr (io'Firo,✓r� 2 X. Cd✓. - ""aKJf 7 G• s. 3494 � _ ?.9S , s S GoNC • �` Z4 •v�� . a._•O9 n. 'y:7A L•S. 2494: s-.6 -a. • : - P. C P. Ar -.7- eh,` B,e�'C fi 70 43' ioGgT�Fi REROD: Steel Reinforcing Rod P.C.P. Permanent Control Point P.T. 3 Z's P. 1. Point of Intersection R :No P.L.S. Professional Land Surveyor R.L.S.: Registered Land Surveyor FOO,e E_EV__ Point of Beginning R/W Right-of-way P.O.C. Point of Commencement Sec. Section P.R.C. Point of Reverse Curve S/T Septic Tank �. y5 Permanent Reference Monument T.B.M.: Temporary Bench Mark y 3e Point of Street Intersection W/ Cd✓. - ""aKJf 7 G• s. 3494 � _ ?.9S , s S GoNC • �` Z4 •v�� . a._•O9 n. 'y:7A L•S. 2494: s-.6 -a. • : - P. C P. Ar -.7- eh,` B,e�'C fi 70 43' ioGgT�Fi REROD: Steel Reinforcing Rod P.C.P. Permanent Control Point P.T. Point of Tangency P. 1. Point of Intersection R Radius P.L.S. Professional Land Surveyor R.L.S.: Registered Land Surveyor P.O.B. Point of Beginning R/W Right-of-way P.O.C. Point of Commencement Sec. Section P.R.C. Point of Reverse Curve S/T Septic Tank P.R.M. Permanent Reference Monument T.B.M.: Temporary Bench Mark P.S.I. Point of Street Intersection W/ : With �'�• GALE .' / •, = 2 D ' wECAP G•S. Zq•94 k ,M I T #,kLS_5.8� UPPLANS fc FLOOD CERTIFICATION: W IL According to the Federal Emergency Management Agency's 'Flood Insurance Rate Map'; Community Panel . Number./2.pZ, ,.4 RevisedA�Btc. /7 /9A,�..,; the property described and depicted hereon. lies in Zone 'X' ("Areas determined to be outside 500 year flood plain"), and does not lie within any `Special Flood Hazard Area'. 11\ `mH%E /8OFF /VOTE'S 32$ F/eF/EGA De/dE SA�/FO.¢Dr FGo.Q��A O ,eES/DEA/�E A77,9Cf/Ep T of EF eAL IX14 r,5 -r2 SYSTEiYt . Gt,1ATE,e /1/1ETE2 Lp(,/9TE� /i�EA,E Sovrf/l.�ES r �,eOPE.e�Y 1 yWo rk / rTBa �.s 2q GCR -AY P�e.G'. D•Esc,e�Pr�ooy : _ LOT 83; LA,&ES, /O,�/RSE 2'� %�UaD/U/S/O/t/ Tp /V,41,- .-,r/ /GAT 90,9 6-'!5 ; /�.9GES Z S A.vo 30 �UBG/C Xz eo e OS Yit/OLE C0U1t17_ CERTIFIED TO: �'y/Cf%�y0 /TLE _SCi%'A�/CE C'omPANY I hereby certify that this map depicts a survey performed under my supervi- kAm,oF T/TLEW t/ARR� eORAO,ef77*10, / Sion, and is correct to the best of my knowledge and belief; and that this — ------ survey meets the minimum technical standards set forth by the Florida AD//O/Z,,gw., 7—/_Tz-E C, -m oq/VY Board of Professional Land Surveyors in Chapter 61G17-6, Florida GAT2/G'/e _T• �NEA.eN _ .-. ..__._.._..,.._- ._ Administrative Code, pursuant to Sectiol 472.027, Florida Statutes. SMITH DRAFTING &c SURVEYING, INC. 311 E. RICH AVE. DELAND, FL DELTONA, FL ey E.! (386) 734-7047 (386) 789-2855 Florida Registered Land Surveyor DRAWN BY:REVISIONS: sTa.rEid 6-Zi+or f/OVS6: Certificate Number 3736 L • Z • G OOU,e /G N pl6 mB6It s ZO 041 CREW CHIEF: Ij . Q , Z17A//N/EG �rA.v C LO3 20o re+ NOT VALID UNLESS SEAL IS EMBOSSED SCALE: / „ — Z 0 , FLAY z s vzGbs LE rcii/G N3 ; Note: No instruments of record reflectingeasements, limitations, owner - DATE: OL'TO EX 7 ZOO 4 ships, reservations, restrictions and/or right-of-ways, if any, have been pro - B , vided to this surveyor, except as shown. No underground installations or Iwo" 04 utilities have been located, except as shown. P,k NA/4 E rAa [.s. Z4,:04; S V4 P�,Or Fi6t _ f 43. Z_ P[Ar 1 Zg3 ,e45Aoo r J GAP oC 1. L.S. 2+194O �&SG 4 V yWo rk / rTBa �.s 2q GCR -AY P�e.G'. D•Esc,e�Pr�ooy : _ LOT 83; LA,&ES, /O,�/RSE 2'� %�UaD/U/S/O/t/ Tp /V,41,- .-,r/ /GAT 90,9 6-'!5 ; /�.9GES Z S A.vo 30 �UBG/C Xz eo e OS Yit/OLE C0U1t17_ CERTIFIED TO: �'y/Cf%�y0 /TLE _SCi%'A�/CE C'omPANY I hereby certify that this map depicts a survey performed under my supervi- kAm,oF T/TLEW t/ARR� eORAO,ef77*10, / Sion, and is correct to the best of my knowledge and belief; and that this — ------ survey meets the minimum technical standards set forth by the Florida AD//O/Z,,gw., 7—/_Tz-E C, -m oq/VY Board of Professional Land Surveyors in Chapter 61G17-6, Florida GAT2/G'/e _T• �NEA.eN _ .-. ..__._.._..,.._- ._ Administrative Code, pursuant to Sectiol 472.027, Florida Statutes. SMITH DRAFTING &c SURVEYING, INC. 311 E. RICH AVE. DELAND, FL DELTONA, FL ey E.! (386) 734-7047 (386) 789-2855 Florida Registered Land Surveyor DRAWN BY:REVISIONS: sTa.rEid 6-Zi+or f/OVS6: Certificate Number 3736 L • Z • G OOU,e /G N pl6 mB6It s ZO 041 CREW CHIEF: Ij . Q , Z17A//N/EG �rA.v C LO3 20o re+ NOT VALID UNLESS SEAL IS EMBOSSED SCALE: / „ — Z 0 , FLAY z s vzGbs LE rcii/G N3 ; Note: No instruments of record reflectingeasements, limitations, owner - DATE: OL'TO EX 7 ZOO 4 ships, reservations, restrictions and/or right-of-ways, if any, have been pro - B , vided to this surveyor, except as shown. No underground installations or Iwo" 04 utilities have been located, except as shown. P,k NA/4 E rAa [.s. Z4,:04; S V4 P�,Or Fi6t _ f 43. Z_ P[Ar 1 Zg3 F. �✓r . % 7 A U i 1CS �S� 2U �✓r . % 7 A SECTION 1 SCREENED ENCLOSURES PURLINS (TYP.) W PERIMETER MEMBER r CABLE CONNECTION (SEE TABLE 1.3) H2 �- (SEE DETAILS SECTION 1) GIRT H1 GRADE K -BRACING (OPTIONAL) CABLE CONNECTION GIRT (TYP.) (SEE DETAILS SECTION 1) SCREEN (TYP.) NOTE: USE H2 FOR CABLE AREA CALCULATION TYPICAL MANSARD ROOF - ELEVATION EXISTING STRUCTURE SCREEN (TYP.) L H K -BRACING (OPTIONAL) ALUMINUM COLUMNS (TABLE 1.3 AND 1.6) GIRT (TYP.) 1" x 2" (TYP.) SCALE: N.T.S. ALUMINUM BEAM W (SEE TABLE 1.1 OR 1.8) PERIMETER WALL FRAME (TABLES 1.3 AND 1.4) DIAGONAL ROOF BRACING (SEE SCHEMATIC SECTION 1) rzf� CABLE BRACING SW SIZE MEMBERS PER APPROPRIATE TABLES TYPICAL MANSARD ROOF - ISOMET SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. 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 1-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 CUT 2"x4",2"x5",OR2"x6" 2" x 2" PURLINS ATTACHED BEAMS TO SLIDE OVER EACH TO BEAM W/ MIN. OTHER 2" x 7" & LARGER (3) #10 x 1-1/2" S.M.S. PROVIDE GUSSET PLATE (INSIDE OR OUTSIDE BEAM) SAME WALL THICKNESS AS BEAM WALLS OR LARGER (SEE TABLE 1.6) MINIMUM SPACING (PER TABLE 1.6) (SEE SPLICING DETAIL PAGE 1-17) FASTENER SIZE, NUMBER AND SPACING PER PAGE 1-19 (SEE TABLE 1.6) TYPICAL SIDE PLATE CONNECTION DETAIL SCALE: 3" = 1'-0" CUT 2" x 4", 2" x 5", OR 2" x 6" BEAMS TO SLIDE OVER EACH OTHER 2" x 7" & LARGER PROViDE GUSSET PLATE SAME (INSIDE O OUTSIDE BEAM) LL THICKNESS AS - BEAM WALLS OR LARGER (SEE TABLE 1,6) ®® ® ® ®® ®® ®® FASTENER SIZE, NUMBER AND ® SPACING PER PAGE 1-19 (SEE TABLE 1.6) ALL GUSSET PLATES SHALL BE A MINIMUM OF 5052 H-32 VE A MINIMUM YIELD STRENG F 23 ksi PICAL SIDE PLATE CONNECTION DETAIL - MANSARD ROOF ; -' 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) 767-4774 FAX: (386) 767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-17 SCREENED ENCLOSURES SECTION 1 STRAP SUPER OR EXTRUDED GUTTER HOST STRUC URE / SPACING/2 + SPACING/2 SPACING/2 + SPACING/2 BEAM SET SPACING BEAM SET SPACING STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8".= V-0" 2" x _" x 0.050" STRAP @ EACH BEAM CONNECTION AND @ 1/2 BEAM SPACING W/ (2) S.M.S. PER STRAP �- (SEE SECTION 9) ALTERNATE �I 2" S.M.S. OR LAG SCREWS TRANSOM (SEE SECTION 9) UPRIGHT I� - \ \ SUPER OR \ \ \® EXTRUDED GUTTER \ ®\ ANGLE OR RECEIVING \ \ CHANNEL (SEE SECTION 9 FOR DETAILS) SELF MATING BEAM J \ (SIZE VARIES) ' MAX. DISTANCE FROM FASCIA BEAM CAP_ TO HOST STRUCTURE WALL 24" WITHOUT SITE SPECIFIC SCREW PATTERNS MAY VARY ENGINEERING (SEE TABLES OR NOTES FOR-.,.,, - _..__..__.._._...._ SIZE AN J4UMBER OF SCREWS) S6 MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER.,' 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) 767-4774 FAX: (386) 767-6556 © COPYRIGHT 2004 PAGE1-21 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. p y ^2 q p SECTION 1 I SCREENED ENCLOSURES CABLE BRACING General Notes and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pool enclosures: a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CARL IAM TER I TOTAL ALLOWABLE WALL AREA 3 233 Sq. Ft. / PAIR OF CABLES 1/8" 1 445 Sq. Ft. / PAIR OF CABLES * TOTAL WALL AREA = 100% OF FRONT WALL + 50% OF ONE SIDE WALL EXAMPLE: FRONT WALL AREA @ 100% (8'x 32') = 256 Sq. Ft. SIDE WALL AREA @ 50% (8' x 20') = 80 Sq. Ft. TOTAL WALL AREA = 336 Sq. Ft. 233 Sq. Ft. x 2 sets = 466 Sq. Ft. > 336 Sq. Ft.; thus two sets of 3/32" cables is required. b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER SIDE WALL CABLE ** 3/32 ONE PER 233 Sq. Ft. OF WALL 8" ONE PER 445 Sq. Ft. OF WALL ** S!►DE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. Ft. c) To calculate the required pair of cables for free standing pool enclosures use 100 % of each wall area & 50% of the area of one adjacent wall. NOTES: 1. Where wall height is such that a girt is required between the top or eave rail and the chair rail, (i.e. a mid -rise girt), then the front wall shall have two cable pairs and they shall be attached to the top rail and the mid -rise rail. If more than one additional girt is required between the top or eave rail and the chair rail, then there shall be an additional front wall cable pair at that girt also. 2. Side walls do not require cables until the side wall area is greater than 233 Sq. Ft.. The side wall cable may be attached at the mid -rise girt or the top rail. 3. Standard rounding off rules apply. ie: if the number of cables calculated is less than 2.5 pairs use two cables; if the number of cables calculated is 2.5 pairs or greater use 3 pairs of cables. 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) 7676556 PAGE © COPYRIGHT 2004 1 -40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES ! SECTION 1 (5) #10 S.M.S. (MIN.) - ® 1/8" x 1-1/2" x 8" FLAT BAR �m >m _r � aos 0.125" PLATE OUT ON 45° ANGLE EYE -BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL (SEE TABLE) BER CABLE CONNECTIONS AT CORNER - DETAI SCALE: 3" = V-0" EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) #10 x 3/4 S.M.S. EACH SIDE FOR CABLES ALTERNATE: USE (1).1/4" x 1-1/4" FENDER ®� WASHER EACH SIDE OF FRAME MEMBER B MIN. (2) CLAMPS REQUIRED ® ®®® (TYP.) K ,6, *k)��' / MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION- DETAIL 1A 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) 767-4774 FAX: (386) 767-6556 © COPYRIGHT2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-41 SCREENED ENCLOSURES STAINLESS STEEL CABLE CABLE CLAMP (SEE TABLE) NOTE: SEE PAGE 1-41 FOR NUMBER OF CABLES REQUIRED SECTION 1 2" x 2" x 0. 125" ANGLE 2-1/4" x 1-112" CONCRETE ANCHORS (MIN.) DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 213 SCALE: 3" = 1'-0" SELECT ANCHOR FROM TABLE 9-1, MIN. SHEAR 607# FOR 3/32" CABLE AND 594# FOR 1/8" �0 CABLE, FOR 3/32" CABLE (1) 1/4" x 1-1/2" CONCRETE ANCHOR (MIN.) @ 5d MIN. o coo \\ �\ 5d (MIN.) 5-1/2" (6" NOMINAL) \ SLAB (MIN.) u S 5d (MIN.) tiJ 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE OR FIBER MESH CONCR ALTERNAT E CABLE CONNECTIONS AT FOUNDATION - DETAIL 2C � SCALE: 3" = l'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. 063121439a. SOUTH DAYTONA. FL 32121 TELEPHONE: (399) 797.4774 FAX: (386) 767-6556 © COPYRIGHT2004 PAGE ,1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1-43 SCREENED ENCLOSURES SCREWS OR THRU-BOLTS (SEE SECTION 9) 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 SECTION 1 POST SIZE 2" x 4" MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE SIDE WALL POST TO PLATE TO CONCRETE DETAIL 2" x 2" x 0.063" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE @ LOAD BEARING WALL W/ (2) MIN. S.M.S. (PER SECTION 9) EACH SIDE MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIR RAILS AND PURLINS SCALE: 3" = 1'-0" POST SIZE 2" x 4" MAX. (SEE TABLE) 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" O.C. MAX. OR THROUGH ANGLE AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 o SIDE WALL TERNATE POST TO BEAM AND PLATE TO CONCRETE DETA SCALE: 3" = 1'-0" 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 © COPYRIGHT 2004 PAGEq ,q NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 "F7 SCREENED ENCLOSURES 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" CONCRETE ANCHOR TO SLAB OR FOOTING SECTION 'I ALUMINUM FRAME SCREEN WALL CAP BRICK BRICK KNEEWALL TYPE'S' MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (3) 930 BARS OR (1) #50 BAR W/ 2-1/2" COVER (TYP. ) BRICK KNEEWALL AND FOUNDATION FOR SCREEN MALLS SCALE: 3/4" V-0" 2'-0" MIN. 3-1/2" (TYP. (2) #3 BAR CONT. OR 1 #5 BAR CONT. BEFORE SLOPE ALL SLABS) T— -� 00 < 8" iYP I TYPE II TYPE III FLAT SLO �/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING -2 / 12 2 / 12" - V-10" > 11-101, Notes for all foundation types: 1. No footing required except when addressing erosion until the slab width in the direction of the primary exceeds 32 ft., then a Type II footing is required under the load bearing wall only unless the side wall exceeds 16 ft. in height or the enclosure is in a "C" exposure catagory in which case a Type II footing is required for all walls. 2. The foundations shown are based on a minimum soil bearing pressure of 1,500 PSF. Bearing capacity of soil shall be verified, using a pocket penetrometer, field soil test, or by a soil testing lab, to be above 1,500 PSF prior to placing the slab. (1) #5 BAR CONT. 3 #3 BAR CONT. OR 3. The slab / foundation shall be cleared of debr' p> acted prior to placement of concrete. 4. Monolithic slabs and foot a minimu 2,500 psi concrete wi � 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mes Fiberme o Mesh, Force TM TM merly Fibermesh MD) per maufacturer's specification may be sed in lieu of wlr 5. If local building codes require a minimum footing, use Type II footing or footing sections required by local code. Local code governs. LAB -F OTING DETAILS �. SCALE: 3/4" = V-0" 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 © COPYRIGHT 2004 - PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-55 SECTION 1 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30°-30'-00" North (Jacksonville. FL1 Snap Sections 3'-0" Tributary Load Width W'= Beam Spacing V-0" 1 5'-0" 1 6'-0" 7'-0" 8'-0" Allowable Span V/ bending 'b' or deflection 'd' Tributary Load Width W'= Beam Spacing 2" x 2" x 0.04" Hollow Sections 3'-0" 1 4'-0" 5'-0" 6'-0" 7'-0" 1 8'-0" 6'-0" 2" x 3" x 0.045" 2" x 4" x 0.045" 15-1" 18'-5" b 13'-1" b 15'-11" Allowable Span V/ bending 'b' or deflection 'd' b 8'-8" b10'-8" b b 2" x 2" x 0.044" 9'-10" b 8'-7" b 7'-8" b 6'-11" b 6'-6" b 6'-1" b 5'-8" b 2" x 2" x 0.055" 10'-9" b 9'4" b 8'4" b 7'-7" b 7'-1" b 6'-7" b 6'-3" b 2" x 3" x 0.045" _ 13'-4" b 11'-7" b 10'-4" b 9'-5" b 8'-9" b 8'-2" b 7'-8" b 2" x 4" x 0.050"14'-8" 16-2" b 12'-8" b 11'-4" b 10'-4" b 9' b 2" x 6" x 0.050" x 0.120" Snap Sections 3'-0" Tributary Load Width W'= Beam Spacing V-0" 1 5'-0" 1 6'-0" 7'-0" 8'-0" Allowable Span V/ bending 'b' or deflection 'd' Tributary Load Width W'= Beam Spacing 2" x 2" x 0.04" Self Mating Sections 3'-0" 1 4'-0" 5'-0" 6'-0" 2" x 3" x 0.045" 2" x 4" x 0.045" 15-1" 18'-5" b 13'-1" b 15'-11" b 11'-8" b 10'-8" b 9'-10" b 9'-3" b 14'-3" b 13'-0" b 12'-1" b 11'-3" b 8'-8" b10'-8" b b Allowable Span V/ bending 'b' or deflection 'd' b 24'-2" b 22'-1" b 20'-5" b 19'-2" b 18'-0" 2" x 4" x 0.044 x 0.100" 19'-11" b 17'-4" b 15'-6" b 13'-1" b 12'-3" b 11'-6" b 2" x 5" x 0.050" x 0.100" 24'-9" b 21'-5" b 19'-2" b 16-2" b 15-2" b 14'-3" b 2" x 6" x 0.050" x 0.120" 28'-7" b 24'-9" b 22'-2" b '-9" b 17'-6" b 16'-6" b 2" x 7" x 0.055" x 0.120" 32'-3" b 27'-11" b 24'-11"C-2-9" 21'-1" b 19'-9" b 18'-7" b 2" x 7" x 0.055" w/ insert 42'-10" b 37'-1"b 33'-2" b 28'-1" b 26-3" b 24'-9" b 2" x 8" x 0.072" x 0.224" 41'-7" b 36'-1" b 32'-3" b 1 29'-5" b 27'-3" b 25-6" b 24'-0" b 2" x 9" x 0.072" x 0.224" 45'-1" b 39'-1" b 34'-11" b 31'-11" b 29'-6" b 27'-8" b 26'-1" b 2" x 9" x 0.082" x 0.310" 49'-6" b 42'-11" b 38'-4" b 35'-0" b 32'-5" b 30'-4" b 28'-7" b 0.092" x 0.369" 59'-6" b 51'-7" b 46'-1" b 42'-1" b 38'-11" b 36'-5" b 34'-4" b Snap Sections 3'-0" Tributary Load Width W'= Beam Spacing V-0" 1 5'-0" 1 6'-0" 7'-0" 8'-0" Allowable Span V/ bending 'b' or deflection 'd' 9'-0" 2" x 2" x 0.04" 11-9" b 10'-2" b 9'-1" b 8'-4" b "2 b 1 6'-9" b 2" x 3" x 0.045" 2" x 4" x 0.045" 15-1" 18'-5" b 13'-1" b 15'-11" b 11'-8" b 10'-8" b 9'-10" b 9'-3" b 14'-3" b 13'-0" b 12'-1" b 11'-3" b 8'-8" b10'-8" b b 2" x 6" x 0.062" 31'-3" b 27'-1" b 24'-2" b 22'-1" b 20'-5" b 19'-2" b 18'-0" b 1" b 26'-11" b 24'-7" b 22'-9" b 21'-3" b 20'-1" b Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 M.P.H. wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purfin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center purlin and one purlin for each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8" o.c. center purlin and (2) purlins each side of center purlin need lateral bracing. 7. Spans may be interpolated. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W'= 5'-0" = 11'4" 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 c © COPYRIGHT2004 1-56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 1 SCREENED ENCLOSURES Table 1.3 Allowable Post / Upright Heights for Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # / sq. ft." Hollow Sections 3'4" Tributary Load Width 'W' = Upright Spacing 4'4" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" Allowable Height 'H'/ bending 'b' or deflection 'd' 1 9'-0" 2" x 2" x u.U" 2" x 2" x 0.044" 8'-4" b 7'-3" b 1 6-6" bj 5'-11" bl 5'-6" bi 5'-1" b 1 4'-10" b 2" x 2" x 0.055" 9'-1" b 7'-11" b T-1" b 6'-5" b 5'-11" b 5'-7" b 5'-3" b 2" x 3" x 0.045" 11'-3" b 9'-9" b 8'-9" b 7'-11" b 7'-5" b 6'-11" b 6'-6" b 2" x 4" x 0.050" 12'-5" b 10'-9" b 9'-7" b 8'-9" b 8'-1" b 7'-7" b 7'-2" b Self Mating Sections X-0" Tributary Load Width 'W' = Upright Spacing 4'-0" 1 5'-0" 6'4" ` 7-0" 1 8'-0" Allowable Heigh 110f -bet Ina 'b' or deflection'd' 1 9'-0" 2" x 2" x u.U" 2-x 4" x 0.044 x 0.100" 16-11" b 14'-8" b 13'-1" b I 11'- 4f 11'-1" b 10'-4" b 9'-9" b 2" x 5" x 0.050" x 0.100" 20'-11" b 18'-1" b 16'-2" b - _ b 20'-5" b 18'-8" b 17'-3" b 16'-2" 13'-8" b 12'-10" b 12'-1" b 2" x 6" x 0.050" x 0.120" 24'-2" b 20'-11" b 18'-9" 1" b 15'-10" b 14'-10" b 13'-11" b 2" x 7" x 0.055" x 0.120" 27'-3" b 23'-7" b 21'-1" b 19'-3" b 17'-10" b 16'-8" b 15-9" b 2" x 7" x 0.055" w/ insert 36'-3" b 31'-4" b 28'-1" b 25'-7" b 23'-9" b 22'-2" b 20'-11" b 2" x 8" x 0.072" x 0.224" 35-2" b 30'-6" b 27'-3" b 24'-10" b 23'-0" b 21'-6" b 20'-4" b 2" x 9" x 0.072" x 0.224" 38'-2" b 33'-0" b 29'-6" b 26'-11" b 24'-11" b 23'4" b 22'-0" b 2" x 9" x 0.082" x 0.310" 41'-10" b 36'-3" b 32'-5" b 29'-7" b 1 27'-5" b 25'-8" b 24'-2" b 2' x 10" x 0.092" x 0.369" 50'4" b 43'-7" b 38'-11" b'j 35'-7" b 1 32'-11" b 30'-10" b 29'-1" b Snap Sections X-0" Tributary Load Width 'W'= Upright Spacing 1 4'4" 1 5'-0" 1 6'4" 1 7'-0" 1 8'-0" Allowable Height'H' / bending 'b' or deflection 'd' 1 9'-0" 2" x 2" x u.U" 9'-11" b 8'-7" b 7'-8" b 7'-0" b 6'-6" b 6'-1" b 5'-9" b 2" x 3" x 0.045" 12'-9" b 11'-0" b Y-10" b 9'-0" b 8'-4" b 7'-10" b 7'4" b 2" x 4" x 0.045" 15'-7" b 13'-6" b 12'-1" b 11'-0" b 10'-2" b 9'-7" b 8'-11" b 2" x 6" x 0.062" 26'-5" b 22'-10" b 20'-5" b 18'-8" b 17'-3" b 16'-2" b 15'-3" b 2" x 7" x 0.062" 29'-5" b 25'-5" b 22'-9" b 20'-9" b 19'-3" b 17'-11" b 16'-11" b ' For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specification page for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select upright length 'H'. 3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" min, and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 7. Heights maybe interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. 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 1-55 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3 SCREENED ENCLOSURES I SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to wall Uprights or Beam Splicing tseam Size Upright Size Minimum Purlin, Girt Deck & Knee Brace Size`" Anchors Notes Minimum Number of Screws' #8 x'/z" #10x'/2" #12x,/2 Beam Stitching Screw ani 24" O.C. 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 6 4 4 - 2" x 4" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 8 6 4 #8 2" x 4" 2" x 4" 2" x 2" x 0.044" 2 Full Lap 8 6 4 #10 2" x 5" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 8 6 4 #8 „ " 4 Full Lap 10 1 8 6 #10 2" x 6" 2" x 4" 2" x 2" x 0.044" Partial La 10 8 6 #10 4 Partial Lae 14 12 10 #12 2" x 8"2" x 5" 2" x 3" x 0.044" 6 Partial Lap 16 14 12 #14 2" x 9" 2" x 6" 2" x 3" x 0.045" 6 Partial Lap 18 16 14 #14 2" x 9""` 2" x 7" 2" x 4" x 0.050" 8 Partial Lae,20 18 16 #14 2" x 10" 2" x 8" 2" x 4" x 0.050" 10 Partial La 20 18 16 #14 screw aize Minimum Distance and Spacing of Screws Edge To Center Center To Center Gusset Piate Thickness Beam Size Thickness #8 5116" 5/8" 2" x 7" x 0.055" x 0.120" 1/16" = 0.063" #10 3/8" 3/4" 2" x 8" x 0.072" x 0.224" 1/8" = 0.125" #12 1/2" 1" 2" x 9" x 0.072" x 0.224" 1/8" = 0.125" #14 or 1/4" 3/4" 1-1/2" 2" x 9" x 0.082" x 0..306" 1/8" = 0.125" 5/16" 7/8" 1-3/4" 2" x 10" x 0.092" x 0.369" 1/4" = 0.25" * o!o i l" I 2" 1 Refers to each side of the connection of the beam and upright and each side of splice connection. " 0.082" wall thickness, 0.310" flange thickness Note: 1. Connection of 2" x 6" to 2" x 3" shall use a full lap cut or 1/16" gusset plate. 2. All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each side of the cut. Ti i . nj,mber of screws is based on the maximum allowable moment of the beam. 5. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 112 the screws on each side of the cut. 8. All beam to upright connections for 2" x 7" beams or larger shall have an internal or external gusset plates. Gusset plates are required for mansard or gable splice connections. 9. For gusset plate connections 2" x 9" beams or larger use 3/4" long screws. 10. The side wall upright shall have a minimum beam size as shown above, ie., a 2" x 4" up, fight shall have a 2" x 3" beam. 11. Connect beam to upright w/ H -bar, gusset plate, or angle clips for each splice with 1/2 the screws on each side of the cut. 12. For girt size use upright size (i.e. 2" x 6"). Read the 2" x 6" beam row for min. girt of 2" x 2" x 0.044". Table 1.7 Minimum Size Screen Enclosure Knee Braces and Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System 0' - 2'-0" 2" x 2" x 0.044" 2" H -Channel With 3 #10 x 1/2" EACH SIDE To 3'-0" 2" x 3" x 0.045" 2" H -Channel With 3 #10 x 1/2" EACH SIDE To 4'-6" 2" x 4" x 0.044" x 0.12" 2" H -Channel With (4) 3/4" long screws (size to be determined by beam size, see table 9.6) (See Table 1.6 For Number And Size Of Screws) Note: 1. For required knee braces greater than 4'-6" contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6". Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 I O COYRIGHT 2004 NOT PAGE TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 1-61 I FASTENERS SECTION 9 DRIVE NAIL SPIKE ONCRETE EXPANSION SCREW T -BOLT BOLT nnlrun CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. EETi METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT I W/NEOPRENE WASHER 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) 767-4774 FAX: (386) 767-6556 I@ COPYRIGHT O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE 9-1 1 X 7 8.74 8 0 CELERY -,iSOCIATION, 10110 C 2 PROPER' -Y PROPERTY ADnpESQ M«IIJNG ADIDIP,"sS (j f E 73- Z4_5--7 -:hi arj R e for: S a r v A- y Dr t ji be loc�,,ated t a 11'. a S P I, s C,f plan� j ndi c�a 1- ill cr Ka t e- r i madp- s .p NOTE has Le "hat work cannot L -.e �3tarte�?d unt a Provid9d a Writteri the ARB .)z0va, of J- Cl " -ea: . ... . -, pplication, FOR US9 By 3` F ARCHITPCrU%zj,v,-TFW F.F -equest z4nc,d n) AR_tj ---- to o "'r The ARB's decisi,c),-, on PlanS SuhTlitted iq �aL4; Al'-?RMTD With Llj.,� g con IT,, is L T'C'" f Cirm Ali. 1 Oct 1. zOlning a�ld hj,,� i di r -Ig zequ'latiialls. .1,!5 are any perm:Lts that DENTED -C' N ro 'N RP-CE'VEC 'S date