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HomeMy WebLinkAbout133 Sterling Pine St (3)Permit # ' C,3 —.9,,_�cl Job Address: V Description of Work: Historic District: Zoning: ce! CITY OF SANFORD PERMIT APPLICATION ` Permit Type: Building _K__ 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 __X_ Commercial Industrial mz Total Square Footage: 4 - Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & ddress: 1 Contractor Name & Address: �!a,1h19.1 Phone & Fax:�!- ra me Bonding Company: Address: Mortgage Lender: Address: — (n NU (Attach Proof of Ownership & Legal Description) Contact Person: r •� State Architect/ n ineer: JCAL.Aunpe nap Phone;36 Address: S Q� r --• L {/J Faz:� `� Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS; POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws 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 county, and thy Array be additional peUpit9equired from other governmental entities such as waV will Jotify the o,�pf the property of the requimmenpXf Florida property t pt may be found in the public records of rgeme stricts, state agencies, or federal agencies. 7 Dategnature of Contrac r/Age t Date _ ICS Lt� Print t Contractor/Ager 's N ie B OO Z Date Sign re of Is of Florida Date cc ~ CL' EE S Contractor/Agent is _Personally Known to Me or Produced ID - TION APPROVED BY: Bldg'!I IIT A 4 -03 Zoning: (Initial & Date) Special Conditions Utilities: FD: (Initial & Date) (Initial & Date) (Initial & tri ' , fffflpli R. � S' dSig a ofr/A nt BZ L• C B Pnnt 6wnejAgent s am S Z aSig ure of Notary -State of Florida U ,� Owner/Agent is _ Personally Known to Me or _ Produced ID property t pt may be found in the public records of rgeme stricts, state agencies, or federal agencies. 7 Dategnature of Contrac r/Age t Date _ ICS Lt� Print t Contractor/Ager 's N ie B OO Z Date Sign re of Is of Florida Date cc ~ CL' EE S Contractor/Agent is _Personally Known to Me or Produced ID - TION APPROVED BY: Bldg'!I IIT A 4 -03 Zoning: (Initial & Date) Special Conditions Utilities: FD: (Initial & Date) (Initial & Date) (Initial & tri ' , fffflpli R. � S' Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL A `--i 0 SemGnidc C minty �/w'r1 r o•%rnr�ic r �� cirn�c 1111 1.... 1 i.• Vit. �:sntntd 1 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-511-0000-0580 Tax District: S1-SANFORD Number of Buildings: 1 CHAVEZ THOMAS W & 00- Depreciated Bldg Value: $109,953 E Owner: TRACY L xemptions: HOMESTEAD Depreciated EXFT Value: $1,530 Address: 133 STERLING PINE ST Land Value (Market): $23,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 133 STERLING PINE ST SANFORD 32773 Just/Market Value: $134,483 Subdivision Name: STERLING WOODS Assessed Value (SOH): $116,804 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $91,804 SALES Deed Date Book Page Amount vac/Imp 2002 VALUE SUMMARY SPECIAL WARRANTY DEED 07/2000 03887 1841 $121,900 Improved 2002 Tax Bill Amount: $1,885 WARRANTY DEED 01/2000 03785 1515 $315,000 Vacant 2002 Taxable Value: $89,066 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 58 STERLING WOODS PB 54 PGS 93 THRU LOT 0 0 1.000 23,000.00 $23,000 95 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2000 9 2,583 2,142 CB/STUCCO FINISH $109,953 $111,627 Appendage / Sgft OPEN PORCH FINISHED / 21 Appendage / Sgft GARAGE FINISHED / 420 Appendage / Sgft UPPER STORY FINISHED / 1022 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/GONG FL 2000 200 $1,530 $1,700 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *" If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=102030511000005 80,... 8/11/2003 Power of Attomey The undersiSned hereby appoints Tami Cawley as attorney in fact to apply for and receive a building permit for he following address: My attorney is hereby authorized to do everything necessary to apply for and receive the said building permit and I ratify everything the said 4ttomey shall do on my behalf. Sworn to and subscribed bef re e this day the ,�� day of .2003. ssica Kolmetz �'«� mow•• Nmwr* 2$, II , This Instrument Prepared By: Name` —v-- " Mtpe;z:, Address 13q. Po 1 "N 4Jodp I RA .3a'V-99 1'ernl t No. STATE OF Florida COUNTY OF'� �o Nt aWa NORSE, CLERK OF CIRCUIT COURT SENIMXE COIMTY BK 04643 PI3 1.878 CLERK'S * 2003091579 REl'000 05/30/2003 11t02sf03 AN RECORDING FEES 6.00 RECORDED BY N Noldn NOTICE OF COMMENCEMENT 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) 133 STE9-_1.. I N i PI 1a t- S'T . "-T .5,3 2. General description of improvement: Swimming Pool I TVxk 1 p ez W r—tH S'c.- EC7S C�4 c Ga S -U eA:--- 3. Owner Information a. Name and address:G IIA.f�3 ,� � ✓C� 133 5--rr�.t��-I P►N �. b. Interest in property:S'Aj,.31�-aeA 1 - ��� 3 -csW 1 -vim --s c. Name and address of fee simple titleholder (if other than owner): tJ IPt- 4. Contractor. (name and address) L.% 5. Surety N/A a. Name and address: b. Amount of bond $ -��* P673 L-7--.) .114 —4-1� . VC3- x, saia3s I r ta .1 Q,�-00 P-uA,- . 3�'7S a- WW 6. Lender: (name and address) N/A P5.5 Ll P14.91391, +9!S CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT SEMINOLE COUNTY, FLORIIIA DEPUTY CLEM -- 1 MAY 3.0 =1 7. Persons within the Stale of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,_Florida Statutes: (name and address) 8. In addition to himself, Owner designated the following person(s) to received 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 I year frons the date of recording unless a different date is specified) The furgoing instrument was acknowledged before Ine this S /,z7 / 03 by TAAr-Y (- .0 NAVr IZ y know Io nle/ who produced FL O� who is personall as identification and who did not take an oath. Notary as to Owner .,,�11et1.soN Coninlissioll # = S. MY COMMISSION II DD 106611 IV State of FL County of a° , Tt vn ,Zoos My Commission expires: Owner's Name _ Owner's Address o] Owner) I F �Q a 5' 10 20' GKAMIIC 5CALr NOT PLATTPD per 5TERUNG WOODS (PLAT 600K 54, PAGES 93-95) R. -325.22' Z� -07048'55, ARC -44.3G' CH. —44.33' CH. 6RG. -521 °05' 56' W 5'D. 4 U.[. • Iy,czQ • p / i n LOT 59 CO �.�. lio.OZ' a _ � (ST G�oa.lG SL1SGiL 1 Nt U) , a 12IA3' L ;trJQ1YE -1 a D. 4 U.G ." VI 1. �V, •�• Ch1. BRG. a6239 -I 9' i (7W STE ADDRESS: 133 �R�NGPINE STREET NOTES: 1. BEARINGS ARE BASED ON THE CENTERLINE OF STERLING PINE STREET BEING N1277.46 -E. 2. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS AND FOOTERS HAVE NOT BEEN LOCATED. .1, "LV/. Tf(W S ARE BASED ON NA TIONAI. GEODE TIC ttR:ICAL DATUM OF 1929. 4. BUILDING TIES ARE TO FOUNDATION. S BUILDING TIES ARE NOT TO BE USED TO CONSTRUCT DEED OR PLATTED LINES 6. BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED AND PER RECORDED PLAT UNLESS OTHERMSE NOTED. FLOOD CER77FlCA77ON BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP, THE 57E SHOWN HEREON OOEShW-1/ W17J11W THE 100 YEAR FLOOD HAZARD ARt*•. Ttf,S x/74- LIES W ZONE ' X 7. COMMUNITY PANEL NO. 120294 0045 E EFFEC mE DATE: i MAP RENSION DATE: A"4z: a. Zx/ (SUB.,ECT TO CHANGE) ,=A<' /lv, o1-44C-A:*9A se r.C. O w 0 LOT 57 N 12°2r40E N N1� FOIN�IA D�� 1EVIEWED CITY OF SANFORD 5.26, CERTIFIED T0: Thomas W. & Tracy L. Chavez Transland Financial Services, Inc. Kampf Title & Guaranty Corp. Chicago Title Insurance Co. Adnoram Title Co., Inc. THC UNDERSIGNED AND CAVONE,INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON IN'QT0.NtW!: In f AVMFNTS RIGHTS OF WAY, SFTBACK LINES AGRFEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO Rtf U C I OR SET FCW [H ALL SUCH MATTERS SUt:H Wi LgAdA L GY: SHOULD BE OBTAINED AND CONFIRMED By OTHERS THROUGH APPROPRIATE n TLE VER1f1CA TION. ABBREVI A TIONS/LEGEND: U FDUHO 1 114' IRON PIPE (LS 2005) * FOUND IRON ROO 0 FOUND IRON PIPE ❑ FOUND CONCRETE MONUMENT NUMBER P.7 -PpNT OF TANGENCY R, -RADIUS PA -POINT OF INTERSECTION CONC-CONCRETE LS -LAND SURVEYOR P.R.C:-POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENT CH. -CHORD P.C.-POINT OF CURVATURE ARC -ARC LENGTH LB. -LICENSED BUSINESS QR -OFFICIAL RECORDS CH.BRG- DRO BEARING P.C:G-POINT OF COMPOUND CURVATURE S UX. -SIDEWALK & UTILITY EASEMENT U.E.-UTTUTY EASEMENT D.U.&SE.-DRAINAGE, UTILITY & CENTERLINE A/C -AIR CONDITIONER PAD ADELTA (CCENTRAL ANGLE) O.&U-E.-DRAINAGE & UTILITY EASEMENT SIDEWALK EASEMENT d7'4 VONE, INC. THIS SURVEY NOT VALID UNLESS EMBOSSED MTH THE SIGNATURE AND RASED SEAL OF A FL IOA UCENSED RVE MAPPER DOMINICK F. CAVONE - PRESIDENT FLORIDA SURVEYOR & MAPPER NUMBER 2005 LICENSED BUSINESS NO. L.B.5073 - - RECERTIFIED FINAL LOCATION FOUNDATION LOCATION LAND SURVEYORS AND MAPPERS 300 COUNTY ROAD 427 SOUTH LONGWOOO, FLORIDA 32750-5499 TELEPHONE (407) 830-9080 11-7 FAX No. (407) 339-3636 FORMBOARD LOCATION STAKE HOUSE STAKE LOT W.O. STAKE LOT 2P40- 2597 W.D. STAKE HOUSE 2Aa0-2S?7 W. 0. FORM CHECK W.O. FOUNDATION Zb(b'30M W.O. FINAL-C�— W, 0. RECERT CADD FILE:STWOL58.DVG • - art ilATC--It[At CIS T, g/cS6 jC III `' -o `t r-- P.& /8' 1 pe.,Z y57* 20 . Rl,Lb$ 1(t- 69 3 pcs 2yt1,420ZrO 2y6 "8' 81,Lsr S/LSF gpcs 2vye1-24es 2pat52y7,f 28' e£ al v No NG7fG1I a GL 8 i �� ao fn ATTAcH ro • � t v � °p pIDvS6 v I -d a 323 .1 x'32-3 - 123:, �+ g/sg� SIE iN o � � 3 1, 448' 64 TI a56u �.assi-� al9 s L I. SSS S' SUPER C-uTT - h 7,i/ rr•• �3° 79$ Ili 3 Df 487 9� 19 S 4 199 a 199 w ala _� �0 4 �N3�/L,s r 19251 a3° 767/9 ,r 19� a4 �� � � � r n -0 CAJ, `� .p w °� 123 4• cP3. 934 /die I�Sd °, aYu 1 v ° 00 6 N x T -I N T x T-2 N T-3 N T-tJ N J I LP3e log 13* co u of s t 't r V% Alm eo oz w o�oJ n�4 J IY: . uo q L -q S *•GP-vP F- 3 S r6P —19 SSi6cP 3 � 6 g 78cP 17 j -p? r-, x l a d X19 � F Iv 5 s oI'�''Z. Gc TTsz- PCs Y6,+2a' .2 a' PAs Ts CARR( mrAM N ,ZN7y c✓1 69ic � kl=A L CARRY IbC-Al 199 199 u G ��8 20 67 716 ►�°J 67 'til ac' Z77/- X5116 1 % PO - it FI r- 7- Pna RDcF ' 3 T s ' N G7 r6 n c 7 � 67 a� � 6yic x 7` n r'7 SP 30 L OT 5% 5! ERS tnl(r(�cx�DS a N 2018 - .29 29 3S 351-'/8 .3 0/E 3S?18 B�'l8 83 83 S9 rla 11718 'eqi 3/3 89 3/1 88'18 los 113 123 51/8 119713 III 3/s 9513/3 ' .L •r 5-u •9 +16 Q 125-7/8 I2elS rRY6;P 07 - 22-03 3� PO - �2 i E*s►sT u,►` Q' Pna RDcF ' 3 5T&V-L►NG gan)FMO - L OT 5% 5! ERS tnl(r(�cx�DS `v CI46L`ES XA)CC DM( E5 (,a I at 30" 2y L ;lo3&IIt aft Allf + �N o� 451 LJI�II-LS 7630' moor 617 ° 44 SI j ria � Q 125-7/8 I2elS rRY6;P 07 - 22-03 3� PO - �2 i E*s►sT u,►` Q' Pna RDcF N �'0 SE6 POOL ALAN I✓DIL MAP. Q 125-7/8 I2elS rRY6;P 07 - 22-03 SECTION I SCREENED ENCLOSURES I Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 —141a wc...r r —4...., t., 15n u P 1_ and Latitu%Rs Below 30'-30'-00" North (Jacksonville, FL) Notes: 1. Thicknesses shown are 'nominal' Industry standard tolerances. No wa!I 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 `.s measured from center of beam and upright connection � to fcscia 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 4eam spans. 6. Purlin spacing shall not exceed 6'- 8". For beam spans greater than 40'-0" the beam at the center puriin and one puriin for each 14'-0" on each side of the center puriin shall include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8' o.c. center puriin and (2) purlins each side of center puriin need lateral bracing. Example: Max, V for 2" x 4" x 0.050" hollow section with'IM Lawrence E. Bennett, P.E. CIVIL ENWNEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE(386)767-4774 FAX(386)767-6556 I PA, 7, U COPYRIGHT 2Uu:i 1-54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAYIRENCE E. BEENNETT, P.E. 0 31 Trib ry L Width 'W' = Beam Spacing = Beam Spacing Snap Sections Hollow Sections 3'-0" 4'0" 1 4'-0" 6'-0" 7'-0" 1 8'-0" 9'-0" 7'-0" 8'-0" Allowable 3&n'L' / bending W or deflection'd' 2" x 27z 0.044" 11'-9" Allowable Span 'L' ending 2" x 2" x 0.044" 2" x 2" x 0.055" 2" x 3" x 0.045" 2" x 4" x 0.050" 9'-10" 10'-9" 13'-4` 14'-8" b 8'-7' b 9'-4' b 11'-7" b 12'-8" bl T-8' b 8' b 12e' b 1 -4" b• 6'-11" b 1 6'-6" b I 6--1' b T-7" b 7--1" b 6'-7" b 9'-5" b 8'-9" b 8'-2" b 10'-4" b 9'-7" b 8'-11' b 5'-8" b 6'-3' b T-8' b 8'-5" b b b b Notes: 1. Thicknesses shown are 'nominal' Industry standard tolerances. No wa!I 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 `.s measured from center of beam and upright connection � to fcscia 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 4eam spans. 6. Purlin spacing shall not exceed 6'- 8". For beam spans greater than 40'-0" the beam at the center puriin and one puriin for each 14'-0" on each side of the center puriin shall include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8' o.c. center puriin and (2) purlins each side of center puriin need lateral bracing. Example: Max, V for 2" x 4" x 0.050" hollow section with'IM Lawrence E. Bennett, P.E. CIVIL ENWNEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE(386)767-4774 FAX(386)767-6556 I PA, 7, U COPYRIGHT 2Uu:i 1-54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAYIRENCE E. BEENNETT, P.E. 0 Tributary Lo = Beam Spacing Snap Sections 3'-0" Self Mating Sections 3'-0" 1 4'-0" 1 5'-0" '-0" 7'-0" 8'-0" 9'-0" 2" x 27z 0.044" 11'-9" Allowable Span 'L' ending W or deflection'd' b 6'-9" • b 2" x 3" x 0.045'. 19'-11" b 17'4' b 15'-6' b 14'-2' b 1 13'-1" b 12'-3' b 11'-6' . b 2" x 5" x 0. 0" x 24'-9' b 21'-5' b 19'-2' b 31'-3" 16'-2" b 15'-2" b 14'-3" b " 6" x 0.050" x 0.1 28'-7' b 24'-9' b 22'-2" b' 18'-9" b 17'-6" b 16'-6' b U. 32'-3' b 27'-11' b 24'-11"' b b 21'-1" b 1979 b 18'-7' b 2" x 7" x Ins 42'-10' b 37'-1" b 33'-2" b b 28'-1" b 26'-3' b 24'-9' b X 0.072" 41'-7" b 36'-1" b 32'-3' -5" b 27'-3' b 25'-6" b 24'-0' b j 1.224 x. 45'-1" b 39'-1' b 34'-11' 29'-6' b 2T-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 42'-1" b 38'-11' IN 36'-5". b 34'-4' b Notes: 1. Thicknesses shown are 'nominal' Industry standard tolerances. No wa!I 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 `.s measured from center of beam and upright connection � to fcscia 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 4eam spans. 6. Purlin spacing shall not exceed 6'- 8". For beam spans greater than 40'-0" the beam at the center puriin and one puriin for each 14'-0" on each side of the center puriin shall include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8' o.c. center puriin and (2) purlins each side of center puriin need lateral bracing. Example: Max, V for 2" x 4" x 0.050" hollow section with'IM Lawrence E. Bennett, P.E. CIVIL ENWNEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE(386)767-4774 FAX(386)767-6556 I PA, 7, U COPYRIGHT 2Uu:i 1-54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAYIRENCE E. BEENNETT, P.E. 0 T ' uta Load Width w = Beam Spacing Snap Sections 3'-0" 4'-0" 6'-0" 7'-0" 8'-0" 9'-0" AllowabW Span 'L' / bending 'b' or deflection'd' 2" x 27z 0.044" 11'-9" b 10'-2" b ff3t b 8'4" b 7'-B" b 7'-2" b 6'-9" • b 2" x 3" x 0.045'. 15'-1'. b 13'-1" b El'- b 10'-B" b 9'-10' b 9'-3' b 8'-B' : b 2" x 4" x 0.045" 18'-5" b-15'-41' b 14'-31 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' Notes: 1. Thicknesses shown are 'nominal' Industry standard tolerances. No wa!I 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 `.s measured from center of beam and upright connection � to fcscia 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 4eam spans. 6. Purlin spacing shall not exceed 6'- 8". For beam spans greater than 40'-0" the beam at the center puriin and one puriin for each 14'-0" on each side of the center puriin shall include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8' o.c. center puriin and (2) purlins each side of center puriin need lateral bracing. Example: Max, V for 2" x 4" x 0.050" hollow section with'IM Lawrence E. Bennett, P.E. CIVIL ENWNEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE(386)767-4774 FAX(386)767-6556 I PA, 7, U COPYRIGHT 2Uu:i 1-54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAYIRENCE E. BEENNETT, P.E. 0 `-SECTION I Table 1.3 %. SCREENED ENCLOSURES Allowable Post / Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6D63 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load pf 14 # / sq. ft' Tributary lVad Width 'VT =Upright Spacing I Hollow Sections 3'-0" 4' S' 6'-0" 7'-0" 8'-0" 1 9'-0" AI abl e!ght'H' / bending'b' or deflection'd' 2" x 2" x 0.044" 8:-4' b 7'-3" b -6" b 5'-11' b 5'-6" b 5'-1" b 4'-10' b 1 9'-0" 2" x 2" x 0.055" 9'-1" bt7-11" b -1' b 6'-5' 5'-11" b 5'-7" b 5'-3' b 2" x 3" x 0.045" 11'-3" b-9" b b 7'-1t"]!b 7'-5" b 6-11' b 6'-6' b2" b x 4" x 0.050" 12'-5" b'-9' 9'- b 8'-9" 8'-1" b 7'-7' b 7'-2' b b 12'-1' • Fcr allowable heights at wino vewclous vuiui u�an .�� .••• -•-- --•••- - - -- ` ' 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 pane!,w!dth'W' select uprioht 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 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. CIVIL ENGINEER - DEVELOPh1ENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121, TELEPHONE (366) 767-4774 FAX(356)767-6556 0 PAGE © COPYRIGHT 2003 1-56 j NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE wrITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Tributary Load Width W = Upright Spacing Self Mating Sections 3'-0" 4'-0" +'-0" 6'-0" 7'-0"1 8,-0" Mable Height'H' l bending 'b' or deflection'd' 5'-0" -0" a 7'-0" 1 8'-0" 1 9'-0" Allowable Height mg'b' or deflection'd' 16'-11" b 14'-B" b 13'-1" b 11'-1" b 10'4" b 9'-9' b 2" 5 20'-11" b 18'-1" bM28*-­ 14'-9" 13'-8" b 12'-10' b 12'-1' b x 6" x 0.050" x 0.120.:! 24'-2" b 20'-11' b 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 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 25'-7" b 23'-9" b 22'-2' b 20'-11' b 2" x S" x 0.072"x 0.224" 35'-2" b 30'-6' b 24'-10" b 23'-0" b 21'-6- b 20'�l' 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 1123'" b 22'-0' b 2" x 9" x 0.082" x 0.310" 41'-10" b 30-3' b 32'-5" b 29'-7" b 27'-5' b.1 25'-B" b 24'-2' b 2" x 10" x 0.002" x 0.369" 50'14" b 43'-7" b 38'-11" b 35'-7" b 32'-11' b 30'-10" b 29'-1' b • Fcr allowable heights at wino vewclous vuiui u�an .�� .••• -•-- --•••- - - -- ` ' 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 pane!,w!dth'W' select uprioht 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 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. CIVIL ENGINEER - DEVELOPh1ENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121, TELEPHONE (366) 767-4774 FAX(356)767-6556 0 PAGE © COPYRIGHT 2003 1-56 j NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE wrITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1'ri tary Load Ylidth'W =Upright Spacing Snip•Sections . 3'-0" A +'-0" 6'-0" 7'-0"1 8,-0" Mable Height'H' l bending 'b' or deflection'd' 9'-0" 22" x 2" x 0.044" 2" x 3" x 0.045" Z" x 4" x 0.045" 2" x 6" x 0.052" 2" x 7" x 0.062" 9'-11" 12'-9" 164" 26--Y 29'-5" b 8'-7" b 11',01 b b 13' b b 22'- 0- b b 25`-5" b 7'-B' b T-0" b 6'-6" b 6'-1" b 5'-9' . b -10" b 9'-0" b 8'-4" b T-10" b T-4" b '-1" b 11'-0" b 10'-2" b 9'-7" b 8'41"• b 2ON" b 18'-8" b 17'-3" b 16'-2" b 15'-3` b 22'-9" b 20'-9" b 19'-3" b 17'-11' b 16'-11" b I-- *. i -a. + a nn t),w eneel ication Da De • Fcr allowable heights at wino vewclous vuiui u�an .�� .••• -•-- --•••- - - -- ` ' 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 pane!,w!dth'W' select uprioht 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 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. CIVIL ENGINEER - DEVELOPh1ENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121, TELEPHONE (366) 767-4774 FAX(356)767-6556 0 PAGE © COPYRIGHT 2003 1-56 j NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE wrITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 Table 1.2 Allowable Spans For Secondary 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, FL) 'A. Sections vasieneo to oeams wyl— — ' utary Load idth 'W = Purlin Spacing Lary L W' - ting Hollow Sections 31-6" 1 4'-0" kTi 4 4'-6" 5'-0" 51-6" 1 6'-0 Allowabl pan' '/bending or We -flection V Allowaft Sp 'L' I bending W or deflection'd' 8'-1" d' 2" x 2" x 0.044"' 7'-8" d 7'-4" d 7VW d 6'-9" d 6-6" b 6'-3' b 5'-11" b 2" x 2" x 0.055" 8'-1" d 7'-9" d 7'- d 7'-2' d 6'-11' d 6'-9' d 6'-6" b 3" x 2" x 0.045" 8'-8' d 8'-3" d 7' d 7'-8" d 7'-5" d T-3" d 6'-11" d 2" x 3"x 0.045" 10'-9' d 10'-3' d -9" b 9'-3" b 8'-10" b 8'-5' b 8'-0' b 2" x 4" x 0.050" 12'-2' b 11'-4' b , 0'-8' ' b 10'-2" b 9'-8" b 1 9'-3' b 8'-9' • b h B W bs Into Screw Bosses B. Sections Fastened Throug earn e Tributary Load Width'W = Purlin Spacing Lary L W' - ting 3'-6"` Snap Sections 3'-6" kTi 4 4' -Fr & 5'-0" 1 5'-6" 6'-0" 6'-8" Allowabl pan' '/bending or We -flection V b b b b 2" z 2"x Q.044 8'-5' d 1 8'-1" d' x 3" x 0,045V 11'-7" d 11'-1" d0'-8 1 9'-6' b 9' 0- b x" x 0.045" 14'-B" d I 14'-0' d 13'-6" d -2 b 11'-8" b 11'-1' b h B W bs Into Screw Bosses B. Sections Fastened Throug earn e Tributary Load Width'W = Purlin Spacing Allowa a pan'L' 1 bending W or deflectloWd' Hollow Sections 3'-6"` 4'-0" 1 4'.6" 15'-0" 5'-6" 6'-0" 6'-a" Allowable Span 'L' I bending W or deflection'd' 2" x 2" x 0.044" 2" x 2" x 0.055" F2" x 3" x 0.050" 2" x �" x 0.050" 9'-2" 9'-11" 12'-4" 13'-7" b b b b 8'-7" b 8'-1' b 7'-8" b 9'-4' b 8'-10' b 8'-4" b T-11" b ' 7'-7" 11'-7" b 10'-11" b 10'-4" b 9'-10" b 9'-5" 12'-S" b 11'-11" b 11'-4" b 10'40" b 10'-4" b 6'-7' b b 7'-3' b' b 8'-11" b b 9'-10' - b Snap Sections Tri a oad Width IW = Purlin Spacing 3'-6" "4'-0"' -6" 5--0" 5'-6" 1 6'-0" Allowa a pan'L' 1 bending W or deflectloWd' 2" x 2"x 0.044" 10'-11' b 10'-2' b 94 b 1 9'-1" b I 8'-8" b. 8'-4' b •7'-11' b Notes: 1. Thicknesses shown are 'nominal' industry standard tolerances. No wall thickness shad be less than 0.040". 2. Spans are based on a minimum of 10"M I Sq. Ft. for up to a 150 M.P.H. wind load -3. Span is measured from center of beam and upright connection to fascia or wall connection. 3. Span is measured from center of beam and upright connection to fascia or wall connection. ' 4. Puriin 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 purfin shall include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8" o.c. center pudin and (2) purlins each side of center pudin need lateral bracing. 5. Spans may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max.'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with'W' = 5';0" =10'-2" Lawrence E. Bennett, P.E. - CIVIL ENGINEER. DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 76TA774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 1-55 NOT TO BE R:PRODVCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. t e SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for nnnortinn of Pnnf Rearms TO Wall UDriohts or Beam Splicing _ SECTION 1 Beam Upright Minimum Purlin, Girt Deck Notes Minimum Number of Screws' Beam'Stitching Size Size & Knee Brace Size" Anchors #8 X % #10 x W, #12x%" Screw @ 24" O.0 2"x3"' ' 2'x3" 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" "2'x3' 2"x 4" 2' x 2' x 0.044' 2 Full La 8 4 #10 2'x 2'x 0.044" 2 Full Lap 8 6 4 #8 2'x 3" •2' x 2' x 0.044' 4 Full La 10 6 V10 2' x 4' 2" x 2" x 0.044' 4 Partial La 10 6 #10 2'x 4' 2' x 2' x 0.044' 4 Partial La 14 10 #12 Fx9 2'X 5" 2' x 3' x 0.044" 6 Partial La 16 14 12 #14 2"X 6' 2' x 3' x 0.045' 6 Partial Lap 18 14 #14 2' x 7' 2' x 4' x 0.050' 8 Partial Lap 20 18 16 #14 2"x 8' 2' x 4"x 0.050' 10 Partial La 20 18 16 #14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness 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" 3/8' 3/4" 2' x 8' x 0.072' x 0.224" 1/8" = 0.125' #10 1/2' 1" 2" x 9' x 0.072" x 0.224" 1/8" = 0.125" #12 3/4' 1-1/2' 2" x 9' x 0.082' x 0.306' 1/8" = 0.125' #14 or 1/4" 1-3/4' 2' x 10' x 0.092" x 0.369" 1/4"= 0.25' 5/16" 7/8" 3/8" 1- 2" Relers to eacn sloe of fine cvnnccuvn vo 4 I a+c.,." a,,...•t.,.y.....•..- ---•. --- -- - •' 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 1/2 the screws on each side of the out. 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, le., 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. 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 T-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) (bee I aole TA ror IVUmaar tviu alta vi aw%w ai Note: 1. For required knee braces greater than 4'-6' contact engineer for specifications and details. 2. Cantilever beam detail shown ea page 1-32 shall be used for hest structure attachment when knee brace length exceeds 4'-6 Lawrence E. Bennett, P.E. CML ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (356) 767.6556 - PAGE © COPYRIGHT 2003 1-59 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION i CONCRETE DECK EDGE 2"x 2" PRIMARY ANGLE SCREENED ENCLOSURES DETAIL ILLUSTRATES TYPICAL 2"x 4" S.M.B. THRU 2"x 9" SUB. CONNECTIONS SCREEN SECONDARY ANGLE ANCHOR SCHEDULE ... VARIES') TOTAL CONCRETE ANCHORS TOTAL #10x'.%14" S.M.S. 4 (4)1/4" 6 5d (MIN.)' (4)1/4" — — 6 6 (4)1/4- 8 2 x 7 (4)1/4" 12 2 x 8 — — — — 14 2x9 SECONDARY 2"x 2"x 0.063" 16 2-1/2" (MIN.) (10)1/4" 18 ANGLE (SEE SECONDARY BOLT 0 1 5d DISTANCE ' ANGLE ANCHOR SCHEDULE 1/4' 1 1-1/4' © 0 AND SECTION 9) CONCRETE ANCHORS INTO 1" x 2" O / B BASE PLATE (TYP.) O E'i PRIMARY AND SECONDARY . ANGLES #10 x 3/4" S.M.S. (TYP.) S.M.S. STICHING SCREWS @ 2 " x S.M.B. COLUMN. 24" O/C FOR S.M.B. '(SEETABLE 1.6 FOR SIZE) VIEW POST TO DECK DETAIL .TOP ;.:SCALE: 3"= V-0" SECONDARY ANGLE ANCHOR SCHEDULE COLUMN SIZE S.M.B.OR SB TOTAL CONCRETE ANCHORS TOTAL #10x'.%14" S.M.S. 4 (4)1/4" 6 2 x 2 x 6 (4)1/4" 10 (4)1/4- 8 2 x 7 (4)1/4" 12 2 x 8 (6)1/4" 14 2x9 (6)1/4" 16 2 x 10 (10)1/4" 18 SEE SECTION #9 FOR ADDITIONAL ANCHOR INFORMATION 1�, r Lawrence E: Bennett, P.E. CIVIL ENGINEER - DEVC-LOPJNENT CONSULTANT P.O. BOX 214366. SOUTH DAYTONA, FL 32121 TELEPHONE(366)767-4774 FAX (366) 767.6556 PAGE ©COPYRIGHT 2003 1-48 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PEPJAISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 i 2" x 2"x 0.063" PRIMARY ANG' +I I EACH SIDE 1 SCREEN --a'i �� ISS d AR c ; 10 x 3/4" S.M.S. EACH SiiJE 4" SHOW (SEE SCHEDULE NEXT PAGE) 1" x 2" O.B. BASE PLATE (TYP.) Sd` MINIRAUiVI EDGE DISTAI:•^.i SECONDARY ! 8 61 FROM EXTERIOR OF COLUF,AN 2" x (d - 2 ") x 0.063" ANGLE TO OUTSIDE EDGE OF SLAB EACH SIDE OF COLUMN W/ #10 , 0 8 BOLT 0 ' 5d DISTANCE S.M.S. -+ 1/4' 1-1/4' ,. (SEE SCHEDULE NEXT PAGE) � • a .. 3!8" 1-7/8' .. ,.:.�:�:.�,:-._•- ... .... CONCRETE ANCHOR e � e. a GRADE (SEE SCHEDULE NEXT PAGE) . 1-1/4" MIN. CONCRETE " NOTE: DETAIL ILLUSTRATES ANCHOR EMBEDMENT TYPICAL 2" x 4" S.M.B. COLUMN 2" 5d CONNECTION (RAIN.) (MIN.) SIDE VIEW TYPICAL S.M. OR SNAP SCREEN SECTION COLUMN' CONCRETE ANCHOR THRU (2) #10 x 3/4" S.M.S. EACH SIDE ANGLE OR WITHIN 6" OF PRIMARY 2" x 2".x 0.063" ANGL; •...:=i'•• :- UPRIGHT IF INTERNAL ' SCREWS INTO SCREW;: - 1" x 2" BASE PLATE (TYP.) BOSSES Q v e v e e I e 4 e 1-1/4" MIN. CONCRETE NOTE: SELECT CONCRETE ANCHOR EMBEDMENT ANCHOR FROM TABLE 9.1 6" (MAX � ACING 24" O.C. 3000 P FOR BO FRONT VIEW _ 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAIL SCALE: 3"= 1'-0" • Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DA'fTONA, FL 32121 TELEPHONE (386) 767-4774 -FAX .(386)767 6556 PAGE Q COPYRIGHT 2003 1-47 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES COMPOSITE 2"x WEAVE RAIL BEAM - SCREEN ROOF 0.050"H -CHANNEL OR GUSSETS lK" 0 ®9\. ®. 9 0 ®. 0 ®® 0 e " POST TO BEAM FASTENING (SEE TABLE 1.6) POST (SEE TABLE 1.3) SCREEN �— 0 ®® (MAY FACE IN OR OUT) (?) 2" LAG SCREWS'. IL (SEE'SECTION 9 FOR SIZE) REQUIRED KNEE BRACE W MINIMUM SIZE AND NXBE CONNECTION (SEE TABLE 1.7) 2" STRAP —'LOCATE AND `O FASTEN PER STRAP LOCATION IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM . CONNECTION DETAILS HOST STRUCTURE FASCIA AND SUB -FASCIA ROOFING ®. 9 (?) 2" LAG SCREWS'. (SEE'SECTION 9 FOR SIZE) 2" STRAP —'LOCATE AND `O FASTEN PER STRAP LOCATION i -DETAIL PAGE 1-20 s . 0 . FASCIA AND SUB -FASCIA 0 2" x 2" ANGLE WITH (4) S.M.S. 0 (SEE SECTION 9 FOR SCREW ` ® SUPER OR SIZES) EACH SIDE TO BEAM TO EXTRUDED 0 MAX. DISTANCE TO - SUPER OR EXTRUDED GUTTER HOST STRUCTURE GUTTER WALL 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL 01- FASCIA - DETAIL 4 SCALE: 3"= V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366• SOUTH DAYTONA• FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 1-26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SECTION1 CTM A M SCREENED ENCLOSURES 01 loco no CvTol rnl=n rl ITTCI? ---------- SPACING/2 -* SPACING/2SPACING / 2 + SPACING/2 SPACING / 2 BEAM SET SPACING BEAM SET SPACING STBAPf bLC.0AwTION FOR SUPER OR EXTRUDED GUTTER REINFORCE SCALE: 3/8"= 1'-0" 2" x = x 0.050" STRAP @ EAC 2 BEAM SPACING W/ (2) S.M.S. PER STRAP ''(SEE SECTION 9) "� I J 2" S.M.S. OR LAG SCREWS _ALTERNATE TRANSOM; (SEE SECTION 9) a I UPRIGHT SUPER OR EXTRUDED (S/Z�r//yGe • • \ 'q�QjFSJE4tij\ \®. GUTTER ®\ ANGLE OR RE CEIVING \ CHANNEL (SEE SECTION 9 FOR, DETAILS) SCREW PATTERNS MAY VARY (SEE TABLES OR NOTES FOR MAX. DISTANCE FROM FASCIA SIZE AND NUMBER OF TO HOST STRUCTURE WALL SCREWS) 24" WITHOUT SITE SPECIFIC. BEAM CAP ENGINEEFjING r - SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3"= V-0" Lawrence E. Bennett, P.E. ' CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA. FL 32121 TELEPHONE (366) 767-4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 1-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ....:""`SECTION 9 SCREENED ENCLOSURES (5) #10 S.M.S. (MIN.) 1/8" x 1-1/2" x 8" FLAT BAR , 0.125" PLATE OUT N 45" ANGLE . EYE -BOLT OR TURNBUC LE FOR CABLE TENSION STAINLESS STEEL (SEE ABLE) PERIMETER. FRAMI • EMBER '..... TYPiCAL CABLE- CONNECTIONS C NER - DETAIL 1 SCALE: 3" A ALTERNATE:- • I 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 SIDEP FOR CABLES ® ® �) _ MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP-) ALTERNATE TOP CO NER OF CABLE CONNEC ON - DETAIL 1A SCALE: 3"= V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (388) 767.6556 PAGE © COPYRIGHT 2003 1-38E TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION T ~ STAINLESS STEEL CAB CABLE CLAMP (SEE TABLE) NOTE: \ SEEPAGE 1-38 FOR NUMBER OF CABLES REQUIRED " ` AL•TER • t �- • !. 5-1/2" (6" NOMINAL) SLAB (MIN.) PAGE 1-40 SCREENED ENCLOSURES' 2"x 2"x 0.125" ANGLE 2-114" x 14/2" CONCRETE ANCHORS (MIN.) i a 41 MIN. 3-314" Sd (4" NOMINAL SLAB 4 . DISTANCE FROM EDGE OF $LAB =.5(D) OF SCREW NECTION AT SLAB DETAIL - DETAIL 2B SCALE: 3" =1'-0" SELECT ANCHOR FROM TABLE 91A MIN. SHEAR 607# FOR i i• 3/32'.CABLE AND 445# FOR 1/8" CABLE -FOR. W42" CABLE'; 1/4' x 1-1/2" CONCRETE. \ 5d (MIN.) v , 5d (MIN.) ANCHORS (MIN.) CONCRETE \ 6x6-1 WED WIRE MESH ORF�IiERTYEG CONCRETE~ r ALTERNATE CABLE CONNECTIONS (M FOUNDATION - DETAIL 2C SCALE: 3" = V-0" _00,00 Lawrence - CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767.6556 Q COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. --SECTION '1 SCREENED ENCLOSURES i MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) _SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3"= V-0" Lawrence E. Bennett, P.E. CML ENGINEER- DEVELOPMENTCONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (388) 767.4774 FAX (385) 757-056 PAGE @ COPYRIGHT 2003 1-$ 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE wR1TTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 2"x4"OR2"x6" SELF MATING BEAM ' i w 1"x 2"S NAP SECTIONS w� ATTACHED TO 2"x 2". W/ - - -? - - - - - i #10 x 1-1/2" S.M.S. @ 24" O.C. _ i OR CONTINUOUS SNAP; i • SECTIONS OR 2" x 3"(4) w v SPLINE GROOVE SECTION i ®® w x6 r" 1" x 2" OPEN BACK FASTENED - ALTERNATE FLAT ROOF TO POST W/ (2) #10 x 1-1/2" - • :.... . - . ... ..•.-S.M.S. ' 'I -- --------- -"'.. :� ` = I SELECT FASTENER SIZE, �;.`..:... ;:� • A' 'i'...i-�: • NUMBER AND PATTERN ATTACH 2:" x-2". PURLINS TO (SEE TABLE 1.6 & 9.5A OR 9.5B) SELF MATING BEAMS W/ (2).; t' #10 x 1-1/2" S.M.S. INTO.: 2"x 3" HOLLOW OR SNAP' SCREW BOSSES- SECTION _SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3"= V-0" Lawrence E. Bennett, P.E. CML ENGINEER- DEVELOPMENTCONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (388) 767.4774 FAX (385) 757-056 PAGE @ COPYRIGHT 2003 1-$ 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE wR1TTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. PERMIT # OFFICE COPY PLANS REVIEWED A CITY OF- SANFORD