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HomeMy WebLinkAbout2415 S Oak Ave (2)RECEIVE® CITY OF SANFORD PERMIT APPLICATION 0 C T 3 12009 Permit # : Cko " 1.t 10 Date: Job Address: DM k5 Is, Description of Work:�r-��2- cl i\C��Su� Crt, Historic District: Zoning: Value of Work: S Permit Type: Building %X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/AIteration Change of Service Temporary Pole Mechanical: Residential goL_ 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 X Commercial Industrial Total Square Footage: D 75' Construction Type: q # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: �fF� / �0 V /—� Gw (Attach Proof of Ownership & Legal Description) Owners Name & Address: %/J Contractor Name & Address: Phone & Fax: kjQj Bonding Company: Address: Mortgage Lender: AAA--.. /`6 � % %/_ Phone: igIZVrTa., ss --G ^ pqq q / State License Number: /�X � Phone: 13:9-1 ` 6.999 07 A3 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 permit is veri ation t i , -ill no ' the owner of the property of the requirements of Florida Lien Law, FS 713. Signature o caner/Agent Date Signature of Contractor/Agent ate L.� i Vt1X1" Print Agen Name -?'� Si eofRo -State of Florida Date tpa'►YN Catherine Annulis g �P� My Commission DD226713 �wtwer/Agent is personally Kno�4ttheFpires August 30, 2007 Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & ate) Special Conditions: Print Of s Name of Florida D fit., glipaIR-therine Annuli. My Commission DD226713 OF P. Expires August 30, 2007 Contractor/Agent is `VPersonally Known to Me or —7—roduced ID Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) LIMITED POWER OF ATTORNEY I hereby name and appoint4�� y lzrc Ar --r of Bob's Pool Service, Inc. to be my lawful attorney in fact to act and apply to C Building Department for a SCREEN permit for work to be performed at the location described as address:�f S in Subdivision: %' %�i �� Lot: Block: Section: Township: Range: for the following Property Owner: �� �Qt-y� ��i Vx- to And to sign my name and do all things necessary to this appointment. I Robert J. Wendorf License Number Sworn to and subscribed before me this day of Z L / AD 2005 Who is personally known to me/who produced i enti kation and who did not take oath. (SEAL) �d'r'r4 Catherine Annulis My Commission DD226713 dor ad` Expires August 30, 2007 -_j - Notary Public, State of Florida Ocaluuuic t,vulity rIopcity t pplal5CA vci 1111ULWauure Uy riuUci 1Nu1i1uG1 rae'C' i 0i i DAVID JOHNSON. CFA, ASA � Im ff— R 11 dl APPRAISER SEMINOLE COUNTY FL. 1101 E. FIRST sT SANFORD, FL 22771-1468 407-665-7506 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 36-19-30-541-0000 Number of Buildings: 1 TDistrict: S1 SANFORD Parcel Id: 0080 ax src: Depreciated Bldg Value: $108,022 Owner: SULLIVAN WILLIAM Exemptions: 00- & BONNIE HOMESTEAD Depreciated EXFT Value: $0 Land Value (Market): $23,128 Address: 2415 S OAK AVE Land Value Ag: $0 City, State,ZipCode: SANFORD FL 32771 Just/Market Value: $131,150 Property Address: 2415 OAK AVE SANFORD 32771 Assessed Value (SOH): $82,440 Subdivision Name: PINE HEIGHTS Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $57,440 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Tax Value(without SOH): $1,824 WARRANTY DEED 05/1997 03267 0209 $80,000 Improved 2004 Tax Bill Amount: $1,128 CERTIFICATE OF TITLE 10/1996 03150 0114 $500 Improved Save Our Hornes (SOH) Savings: $696 WARRANTY DEED 04/1993 02584 1954 $15,000 Vacant 2004 Taxable Value: $55,039 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land LEG LOT 8 & W 1/2 OF VACD ALLEY ADJ ON Method Units Price Value E PINE HEIGHTS FRONT FOOT & 59 178 350.00 $23,128 PB 3 PG 51 .000 DEPTH BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Type Fixtures Ext Wall Num Bit SF SF SIF Value New Bit 1 SINGLE 1992 6 1,480 2,047 1,480 WD/STUCCO $108,022 $113,409 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 380 Appendage / Sgft OPEN PORCH FINISHED / 44 Appendage I Sqft OPEN PORCH FINISHED / 143 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl. org/pls/web/re_web. seminole_county_title?PARCEL=3 6193 0541000000... 7/8/2005 P,,Ircel Identification Number Prepared by: Return to: DOB I S Pool, 850 F. SFMOPRAN BLVD. C-ASSELBERP,Y, FL 32707 NOTICE OF COMMENCEMENT State of -na6' i 4G{, _ C O U rl ty Of 56y -Y'&dam The undersigned hereby gives notice that inlprovemeM(s) wi. accordance with Chapter 71�, Florida Statutes, the following Commencement. I. Description of property (legal description of the ( O 4' ?� P i'Z ?. General description of imp rove file nt(s) 3. Owner information N a r77 e 1, l` V\ M i;,� 4. Fee Simple Title Molder (I' other than owner shown Name Address J. Co17tI'al:tnr N 7 m e � 1-�S�C�C7 �ddres$ OC(:_Z— C�sse G 6o--,r-,F L� ) T71, Surety (if any) Name Address 7. Lender (if any) Name Address 8. Persons within the State of Florida designated by 0 served as provided by §71'DA 3(1)(a)7., Florida Stat Name Address 9. In addition to himself or herself, Owner designates th as provided in §713.13(1)(b), Florida Statrites. Name Address ,I Expiration date of notice of cornmencement (the unless ra different date is specified):__ _ Cate Signed S`%,orn to and subscribed before me this Lwho is_ __personally known to i -ne O identiflcatior7. MARYANNE MURSE, CLERK OF CIRCUIT COURT SENINULE COUNTY BK 05812 F113 0214 CLERK'S # 20051 1895;_r RECURDED 07/15/2005 04:12141 RN RECURDINB FEES 10.00 RECORDED BY D Thoaas CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT SEM .. LE COUNTY, F DA Y._ Far,rTY CLERK 5 20 I be made to certain real property, and in information is provided in this Notice of perry, and street address if available) as I5 C..K ev e. I Telephone Number Fax Number Interest in Property: lbove) Telephone Nurnrier Fax Number Telephone Number Fax Number Telephone Nunlbe(- Fax Number Amount of bond $ Telephone Number Fax Number 407-834-71.00 407-834---3197 ner upon whom notiaes or other documents may be Telephone Number Fax Number following to receive; a copy of the hienor's Notice Telephone NurnL;er Fax Number piration date is one; year from the date of recording Sigrlatureof Owner i i i day of_.Jby - Sig T---- 0 Catherine Annulis a o MY Commission DD226713 mor nd' Expires August 30, 2007 otM ry (notzlrial seal to appear below) 4 PLAT OF SURVEY ,EGAL DESCRIPTION: .OTS 7 AND 8 AND THE WEST ONE—HALF (z) OF VACATED ALLEY ADJACENT ON ?AST, PINE HEIGHTS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN )LAT BOOK 3, PAGE 51, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FRRHKLIN STREET (P P z. FND. UJO t FND. 3� • L i7 I.P. I I NW CORMER F LOT S 0FHuo::`E r-, a E SCALE I" =3D' A, DATE C.H. WILL LIES 118.05' (m.) 12' RLDdG PROPERTYI 176.021 lET LIAJE (P,) E NRAIER ' FAIDT)7! "X" NW O]RNJtP LUT 1 ' L0 0.01 ---01 +ISEWERRIVEWfly RRE 1 GRofln SET - RE3A LOT 7 rll CZD LLJ s o� � 1N _ WEST I'I DF I C2 o Lom 02IUr < UNCRT�U fiUEY _ _ _ atiE sroev Fel�mt= W STUCCO � J h l tf 2�IS �; `" x n. q Y s MOFCI) C= pI -I P.P Ij 171.01 (P.) 1 } 178.0 FWD. w R�L - PLC 3`38 I IG.O Cp,� "PLS 338 i I G URCRTED ✓ I� ALLEY ELK = BLOCK P.C.C. = POINT OF COMPOUND CURVE THIS PROPERTY LIES IN ZONE _ X = BOUNDARY LINE P'C'PANENT CONTROL POINT PER F.I R.M. COMMUNITY PANEL NO. = PAGE _ 12029 _ = CENTER LINE PG. oo SE DATED = CHAIN LINK FENCE P.O.B = POINT OF BEGINNING ---- CAtC. = CALCULATED P.O.C. = POINT OF COMMENCEMENT BEARING STRUCTURE IS BASED UPON THE LINE C. B. = CONCRETE BLOCK P.C. = POINT OF CURVE DENOTED WITH "BB" Ch. B. = CHORD BEARING P.O.L. = POINT OF LINE C.M. = CONCRETE MONUMENT P. P. = POWER POLE THIS BUILDING DOES NOT LIE WITHIN THE CONE. = CONCRETE P.R.C. = POINT OF REVERSE CURVE ESTABLISHED 100 YEAR FLOOD PLAIN ZONE. p = DELTA P.R.M. = PERMANENT REFERENCE MONUMENT D.E. = DRAINAGE EASEMENT P.T. = POINT OF TANGENCY SURVEY BASED ON LEGAL DESCRIPTION ELEV. = ELEVATION RAD. = RADIAL SUPPLIED BY CLIENT. ESMT. = EASEMENT R. = RADIUS --------- = EASEMENT LINE R & C = REBAR R CAP SUBJECT TO ANY EASEMENTS AND/OR F_F. = FINISHED FLOOR REC. = RECOVERED RESTRICTIONS OF RECORD FND. = FOUND RFD. = ROOFED OT _ I P. = IRON PIPE D, __ = RIGHT-OF-WAY UNDERGROUND UTILITIES AND FOOTERS HAVE N L. = ARC LENGTH R P. W = RADIUS POINT BEEN LOCATED UNLESS NOTED. M. = MEASURED R.R. = RAILROAD N & D = NAIL &DISC SET REBAR = 5/8 REBAR W/CAP NPLS 4200 N.R. = NON RADIAL S/W = SIDEWALK �J O.R B. = OFFICAL RECORDS BOOK T.R. = TELEPHONE RISER SD 1.0 = OVERHEAD POWER LINE TYP. = TYPICAL P— = OVERHEAD TELEPHONE LINE UE. = UTILITY EASEMENT SCALE IN FEET P- T PLAT W.M. = WATER METER P.B. = PLAT BOOK _„___ = WOOD FENCE FLOOD ZONE DETERMINATION SHOWN NE�EON IS HOGWIRE FENCE SUBJECT TO FINAL APPROVAL BY F.E.M.A. PREPARED FOR: I FIEREBY CERTIFY THAT THIS PLAT OF SLIRVEY OF THE ABOVED DESCRIBED WILLIAM V. _ BONNIE S. SULLIVAN PROPERTY IS TRUE AND CORRcCT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED WIDER MY DIRECTION ON THE DATE SHOWN. BASED ON CEPJTTiRL FLoeInA riTLE COMPANY INFORMATION FURNISHED TO ME AS NOTED AND CONFORMS TO THE MINIMUM CERTIFIED TO: OLD REPUBLIC IJATIOPJRL TITLE IUSURAA.ICE COmPHAIY q�CpROAN�E WITDHCDH 61G17.6 FLORDAEVINO IN THE STATE OF FLORIDA IN CITIZEIJS FIRTT mDRT6R6E CODIPRNY ADMINISTRATIVECODE WILLIAM V. (30NNIE S. SULLIVRU IRELAND SURVEYING, INC. JAMA. I� IRELAIJDL B 5687 P X200 2950 ALOMA AVENUE • WINTER PARK, FLORIDA 32792 141Is S11 v ISRdTEIJOEDONL -0RTFIFi USED SAID CERTIFIED PARTIES r 96 ND Guth NO Nmjt4 sai LIME �a 92� T0'd wo 6v:80 S00Z-T£-100 SCREENED ENCLOSURES H (SEE TABLE K -BRACING (OPTIONAL) GIRT (TYP.) EXISTING STRUCTURE ALUMINUM BEAM (TABLE 1.1 OR 1.8) SIZE MEMBERS PER APPROPRIATE TABLES K -BRACING (OPTIONAL) GIRT (TYP.) SCREEN (TYP.) ALUMINUM COLUMNS (TYP.) (TABLE 1.3 OR 1.6) 1" x 2" (TYP.) TYPICAL DOME ROOF - ELEVATION SCALE: N.T.S. H i SECTION 1 PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION (SEE DETAILS SECTION 1) ALTERNATE CABLE 1" x 2" (TYP.) GRADE CABLE CONNECTION (SEE DETAILS SECTION 1) RISER WALL WHERE QUIRED 1RLINS (TYP.) AGONAL ROOF BRACING EE SCHEMATIC SECTION 1) \BLE BRACING 0 RIMETER WALLS FRAMING 7-E TABLES 1.3 AND 1.4) TYPICAL DOME ROOF - ISOMETRIC 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 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-3 SECTION 1 ! SCREENED ENCLOSURES Table 1.1 Allowable Spalls for w''vstl7�rly Screert 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. FLI Self Mating Sections 3'-0" Tributary Load Width 'W' = Beam Spacing 9'-0" JV Hollow Sections 3'-0" 4'-0" 5'-0" 6'-0'" 7'-0" 8'-0" 1 9'-0" h 13'-1" 16'-2" b 18'-9" b 12'-�" b 15'-2" b 17'-6" 6 11'-6" b 14'-3" b 16'-6" Allowable Span V/ bending 'b' or deflection 'd' 32'-3" b 27'-11" 2" x 2" x 0.044" 9'-10" b 8'-7" b -74"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 b 37'-1" 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 1 8'-2" b 1 7'-8" b 2" x 4" x 0.050" 14'-8" b 12'-8" b 111-4" b 10:4" b 9'-7" b 8'_11" b 8'-5" b Self Mating Sections 3'-0" Tributary Load Width 'W' = Beam Spacing 4'-0' 5'-0" 7'-0" 8'-0'" Allowable Span 'L' / bending 'b' or deflection 'd' 9'-0" JV j8"0F"x 0.044 x 0.100" 0.050" x 0.100'' 2 x 6" x 0.050" x 0.12U" 19'-11" 24'-9" 28'-7" b 17'-4" �._`x b 21'-5"b b 24'-9" b 15'-6" 19'-2"b b 22'-2" b 14'-2" 1 T -6"b b 20' 3" h 13'-1" 16'-2" b 18'-9" b 12'-�" b 15'-2" b 17'-6" 6 11'-6" b 14'-3" b 16'-6" b b b 2" x 7" x 0.055" x 0.120°' 32'-3" b 27'-11" b 24'-11" b 22'-9" b 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 30'-4" 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 29' 25-6" b 24'-0" b 2" x 9" x 0.072" x 0.224" 45'-1" b 39'-1" b 34'-11F---b--j1 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 2" x 10" x 0.092" x 0.369" 59'-6" b 51'-7" b 46'-'1" b 1 42'-1" b 38'-11" b 1 36'-5" Snap Sections 3'-0" Tributary Load Width 'W' = Beam Spacing 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" Allowable Span V/ bending 'b" or deflection 'd' 1 9`-0" 2" x 2" 44" x 0.0 11'-9" b 10'-2" b 9'-1" b 8'-4" b 7'4'---b T-2" b 6'-9" b 2" x 3" x 0.045" 15'-1" b 13'-1" b 11'-8" b 10'-8" b 9'-10" b 9'-3" b 8'-8" b 2" x 4" x 0.045" 18'-5" b 15'-11" b 14'-3" b 13'-0" b 12'-1" b 11'-3" b 10'-8" 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 2" x 7" x 0.062" 34'-9" b 30'-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. Purlin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center purlin and one pudin 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. 60X 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE r © COPYRIGHT 2004 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'-0" Tributary Load Width 'W' = Upright Spacing 4'-0" 5'-0" 1 6'-0" 7'-0" 1 8'-0" Allowable Height 'H' / bending 'b' or deflection 'd° 1 9'-0" 2" x 2" x 0.044" 8'-4" b 7'-3" b 1 6'-6" bj 5'-11" bj 5-6" b 1 5'-1" b 1 4'-10" b 2" x 2" x 0.055" 9'-1" b T-11" b 7'-1" b 6-5" b 5'-11" b 5'-7" b 5'-3" b [F73- 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 1.2"..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 3'-0" Tributary Load Width 'W' = Upright Spacing 4'-0" 1 5'-0" 1 6"-0" 7°-0" 1 8'-0" Allowable Height'H' / bending 'b' or deflection 'd° 1 9'-0" 2" x 4" x 0.044 x 0.100" 16-11" b 14'-8" b 13'-1" b 11'-11" b 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-14'-9" b 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" b 17'-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 1 27'-3" b 1 24'-10" b 1 23'-0" b 1 21'-6" b 1 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 27'-5" b 25'-8" 1 b 24'--2" b 2" x 10" x 0.092" x 0.369" 50'-4" b 43'-7" b 38'-11" b 35'-7" b 32'-11" b 30'-10" b 1 29'-1" b Snap Sections 3'4" Tributary Load Width TV= Upright Spacing 1 4'-0" 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 0.044" 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 9'-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 W. 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 may be 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 I © COPYRIGHT 2004 1-58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam Splicing Beam Size Upright Size Minimum Perlin, Girt Deck. & Knee Brace Size** Anchors Notes Minimum Number of Screws* #8 x %" #10 x'/z" #12 x'/z" Beam Stitching Screw @ 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 Fill Lap 8 6 4 #10 2" x 5" 2" x 3" 2" x 2" x 0.044" 2 Full La 8 6 4 #8 2" x 6" 2" x 3" 2" x 2" x 0.044" 4 Lap 10 8 6 #10 2" x 6" 2" x 4" 2" x 2" x 0.044" 4 _Full Partial Lap 10 8 6 #10 2" x 7" 2" x 4" 2" x 2" x 0.044" 4 Partial Lai 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" 1 6 1 Partial La '18 '16 14 #14 2" x 9"' 2" x 7" 2" x 4" x 0.050" 8 Partial Lap 20 18 16 #14 2" )c 10" 2" X_8" 2" x 4" x 0.050" 10 Partial LIL 20 18 16 #14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness 0' - 2'-0" Edge To Center Center To Center Beam Size Thickness #8 5/16" 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" 3/8" 1„ 2, * 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. 4. The number 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" upright 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) 767-4774 FAX: (386)767-6556 PAGE © COPYRIGHT 2004 c NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-61 L� SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS [SOLID] ROOF PANELS (COMPOSITE GE BEAM E OR N TYPE) FASTEN PANE (PER DETAILS IN SECTION 7 AND I OR 3A) — I = 6" MAXIMUM Cn 0 E Q�=Lu IF KNEE BRACE LENGTH > CCn w EDGE BEAM TABLES: LU EXCEEDS TABLE 1.7 USE w = � LU 3A.1.1, 2 CANTILEVERED BEAM Cn (D U) O CONNECTION DETAILS _ p LU SCREEN OR SOLID WALL o POST SELECT PER TABLE 3A.3 (MAY FACE IN OR OUT) USE 2 x 3 MINIMUM HOST STRUCTURE ROOFING 2" STRAP - LOCATE @ EACH POST, (2) 1/4" x 2" LAG SCREWS @ 24" O. C. (MAX.) EACH STRAP (2) #10 x 1/2" SCREWS USE ANGLE EACH SIDE FOR 2 x 2 TO POST CONNECTION WITH HOLLOW POST 1/4" BOLT @ 24" O.C. MAX. WITHIN 6" OF EACH POST FASTEN 2 x 2 POST E W/ (2) EACH #10 S.M.S. INTO SCREW SPLINES 2" x 2" x 0.062" ANGLE EACH I ® EXTRF436" SIDE (3) EACH #8 S.M.S. EACH OR S LEG INTO POST AND INTO ® GUTMAX. DISTANCE TO GUTTER (MIN.) ST STRUCTURE WALL FASCIA AND SUB -FASCIA WITHOUT SITE SPECIFIC ENGINEERING EXTRUDED OR SUPER GUTTER / RISER (OR TRANSOM) WALL @ FASCIA (WITH SOLID ROOF) 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 PAGE © COPYRIGHT 2004 3A-32 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTE=N PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 STRAP SUPER OR EXTRUDED GUTTER HOST STRUCTURE 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" = 1'-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) q ALTERNATE �I 2" S.M.S. OR LAG SCREWS TRANSOM i� (SEE SECTION 9) q UPRIGHT q �I I \ I \ \ SUPER OR \ \ \ \® EXTRUDED \ ®\ GUTTER ANGLE OR RECEIVING \ \ CHANNEL (SEE SECTION 9 FOR DETAILS) SELF MATING BEAM \ (SIZE VARIES) MAX. DISTANCE FROM FASCIA � TO HOST STRUCTURE WALL BEAM CAP 24" WITHOUT SITE SPECIFIC SCREW PATTERNS MAY VARY ENGINEERING (SEE TABLES OR NOTES FOR SIZE AND NUMBER OF SCREWS) SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER 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)767A774 FAX: (366)767-6556 PAGE © COPYRIGHT 2004 1-21 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES 2" x 2" x 0.063" PRIMARY ANGLE EACH SIDE SCREEN 'd' VARIES #10 x 3/4" S.M.S. EACH SIDE 4" SHOW (SEE SCHEDULE NEXT PAGE) 1" x 2" O.B. BASE PLATE (TYP.) --\— 5d'' MINIMUM EDGE DISTANCE SECONDARY 0 ( FROM EXTERIOR OF COLUMN 2" x (d - 2 ") x 0.063" ANGLE TO OUTSIDE EDGE OF SLAB EACH SIDE OF COLUMN W/ #10 BOLT 0 ' 5d DISTANCE S.M.S. (SEE SCHEDULE NEXT PAGE) ° d d CONCRETE ANCHOR ° a, d GRADE (SEE SCHEDULE NEXT PAGE) ° 1-1/4" MIN. CONCRETE d NOTE: DETAIL ILLUSTRATES ANCHOR EMBEDMENT TYPICAL 2" x 4" S.M.B. COLUMN 2" 5d CONNECTION (MIN.) (MIN.) SIDE VIEW TYPICAL S.M. OR SNAP SCREEN SECTION COLUMN (2) #10 x 3/4" S.M.S. EACH SIDE CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF PRIMARY 2" x 2" x 0.063" ANGLE UPRIGHT IF INTERNAL SCREWS INTO SCREW 1" x 2" BASE PLATE (TYP.) BOSSES d . d ° n d d ° 1-1/4" MIN. CONCRETE NOTE: SELECT CONCRETE ANCHOR EMBEDMENT ANCHOR FROM TABLE 9.1 6" (MAX.) 6" (MAX.) MAX. SPACING 24" O.C. 3000 P.S.I. CONCRETE FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = 1'-0" NOTE: FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED. 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 © COPYRIGHT2004 /a 1-5G NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. !1 SCREENED ENCLOSURES CONCRETE DECK EDGE 2" x 2" PRIMARY ANGLE VARIES 5d (MIN.)* 2-1/2" (MIN.) BOLT PJ * 5d DISTANCE 1/4" 1-114" 1" x 2" O.B. BASE PLATE (TYP.) ffiffe-I'M DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. THRU 2" x 9" SUB CONNECTIONS SECONDARY 2" x 2" x 0.063" ANGLE (SEE SECONDARY ANGLE ANCHOR SCHEDULE AND SECTION 9) CONCRETE ANCHORS INTO PRIMARY AND SECONDARY ANGLES #10 x 3/4" S.M.S. (TYP.) S.M.S. STITCHING SCREWS 2 " x S.M.B. COLUMN @ 24" O.C. FOR S.M.B. (SEE TABLE 1.6 FOR SIZE) TOP VIEW POST TO DECK DETAIL SCALE: 3" = V-0" Secondary Anchor Schedule Column Size S.M.B. or S.B. Total Concrete Anchors Total #10 x 3/4" S.M.S. 2 x 4 (4) 1/4" 6 2 x 5 (4) 1/4" 8 2 x 6 (4) 1/4" 10 2 x 7 (4) 1/4" 1 12 2 x 8 (6) 1/4" 14 2 x 9 (6) 1/4" 16 2 x 10 (10) 1/4" 18 Notes: 1. See Section 9 for additional anchor information. 2. Secondary anchor schedule applies to side walls with uprights that are 2" x 5" and larger, Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, 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 WRITTE=N PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-51 SCREENED ENCLOSURES 5)#10 S.M.S.(MIN x 1-1/2" x 8" FLAT I 125" PLATE OUT C 45° ANGLE _T OR TURNBUCK CABLE TENSION ESS STEEL (SEE RIMETER FRAMIN MEMBER SECTION 1 TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1 SCALE: 3" = 1'-0" A ALTERNATE: USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF ® FRAME MEMBER EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) B MIN. (2) CLAMPS REQUIRED #10 x 3/4" S.M.S. EACH SIDE FOR CABLES ®®® (TYP.) MIN. 1/4" EYE BOLT, WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A 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 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-41 SECTION 1 1 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 CABLE DIAMETER TOTAL ALLOWABLE WALL AREA 3/32" 233 Sq. Ft. / PAIR OF CABLES 1/8" 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 1/8" ONE PER 445 Sq. Ft. OF WALL * SIDE 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) 767-6556 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 CONNECTOR MAY BE (2) ANGLES, INTERNAL 'U' CHANNEL OR EXTERNAL'U' CHANNEL EACH SIDE OF CONNECTING BEAM W/ SCREWS (PER SECTION 9) CARRIER BEAM (SEE TABLE 1.5) MINIMUM NUMBER S.M.S. 3/4" LONG REQUIRED EQUAL TO BEAM DEPTH (SEE SECTION 9) SECTION 1 EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (3) #10 x 1-1/2" INTERNALLY PRIMARY BEAM (SEE TABLE 1.1 OR 1.8) CARRIER BEAM TO BEAM CONNECTION DETAIL SCALE: 3" = 1'-0" ALTERNATE: 1"x2", 1"x3"OR2"x2" ATTACHED TO WALL W/ #10 x 2" S.M.S. @ 16" O.C. HOST STRUCTURE MASONRY OR FRAMED WALL (SELECT FASTENERS FROM SECTION 9 TABLES) PRIMARY OR MISC. FRAMING BEAM (SIZE PER TABLES) ANGLE OR RECEIVING CHANNEL p w ® I ALTERNATE CONNECTION: a ® (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" ® I INTERNAL U -CHANNEL ATTACHED TO WOOD FRAME �— — WALL W/ MIN. (3) 3/8" x 2" LAG SCREWS OR TO CONCRETE OR MASONRY WALL W/ (3) 1/4" x 2-1/4" ANCHORS OR ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" EAM TO WALL CONNECTION DETAIL 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) T67-4774 FAX: (386)767-6556 PAGE © COPYRIGHT 2064 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I! 1-37 BEAM TO WALL CONNECTION: (2) 2" x 2" x 0.060" EXTERNALLY MOUNTED \ ANGLES ATTACHED TO WOOD FRAME WALL W/ MIN. (2) 3/8" x 2" LAG SCREWS PER SIDE OR TO CONCRETE W/ (2) 1/4" x 2-1/4" ANCHORS OR MASONRY r L WALL ADD (1) ANCHOR PER w _� SIDE FOR EACH INCH OF BEAM Co® � DEPTH LARGER THAN 3" D- W p w ® I ALTERNATE CONNECTION: a ® (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" ® I INTERNAL U -CHANNEL ATTACHED TO WOOD FRAME �— — WALL W/ MIN. (3) 3/8" x 2" LAG SCREWS OR TO CONCRETE OR MASONRY WALL W/ (3) 1/4" x 2-1/4" ANCHORS OR ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" EAM TO WALL CONNECTION DETAIL 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) T67-4774 FAX: (386)767-6556 PAGE © COPYRIGHT 2064 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I! 1-37 SCREENED ENCLOSURES SECTION 1 HOST STRUCTURE ELEMENTS BRACED BY PANELS /ELEMENTS C DIAGONALS UNBRACED BY HOST STRUCTURE TO BE BRACED ALTERNATE BRACING BY DIAGONALS IN — — — PATTERN, CORNER BRACES PERIMETER PANELS (MIN.) STILL REQUIRED ELEMENTS BRACED BY HOST Q CABLE OR STRUCTURE CONNECTION K -BRACING (IN WALLS) BEAMS AND / OR PURLINS o z � J � W W Co TYPICAL LAYOUT BEAMS OR PURLINS CABLE OR CABLE OR K -BRACING K -BRACING (IN WALLS) (IN WALLS) EACH DIAGONAL TO BE 2 x 2 (MIN) ROOF DIAGONAL, FASTENED EACH END W/ (2) MEET WALL AT WALL BRACING EACH #10 S.M.S. (MIN.) AT CORNERS (TYP.) (POOL ENCLOSURE SCREEN ROOF MAY BE FLAT, GABLE, MANSARD, DOME, OR HIP) POOL ENCLOSURE DIAGONAL BRACING - SCHEMATIC PLAN VIEW SCALE: 3/8" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767A774 FAX: (386)767-6556 PAGE © COPYRIGHT2004 1-39 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ,t SCREENED ENCLOSURES SECTION 1 2" x 2" x 0.125" ANGLE STAINLESS STEEL CABLE - 2-1/4" x 1-1/2" CONCRETE ANCHORS (MIN.) CABLE CLAMP (SEE TABLE) NOTE: SEE PAGE 1-41 FOR NUMBER OF CABLES REQUIRED a 5 MIN. 3-3/4" (4" NOMINAL) SLAB DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 2B SCALE: 3" = V-0" 5-1/2" (6" NOMINAL) G SLAB (MIN.) \ \ 5d (MIN.) u s 5d (MIN.) tiJ I SELECT ANCHOR FROM TABLE 9-1, MIN. SHEAR 607# FOR 3/32" CABLE AND 594# FOR 1/8" CABLE, FOR 3/32" CABLE (1) 1/4" x 1-1/2" CONCRETE ANCHOR (MIN.) @ 5d MIN. I 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAIL 2C 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 PAGE @ COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERNIISSION OF LAWRENCE E. BENNETT, P.E. 1.43 . SECTION 1 1 SCREENED ENCLOSURES WIND BRACE CONNECTION DETAIL SCALE: 3" = V-0" S.M.S. TOE BEAM AND/OR AIL )SION [011[9P NOTES: 1. Wind bracing shall be provided at each side wall panel when enclosure projects more than (4) panels from host structure. 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 �j © COPYRIGHT 2004 1-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FASTENERS CONCRETE EXPANSION DRIVE NAIL SPIKE SCREW T -BOLT BOLT ANlrWr)P SECTION 9 CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS 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) 767-4774 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. 9-1