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HomeMy WebLinkAbout205 Freson Wayr'� yCITY OF SANFORD PERNIIT APPLICATION Permit No.: V ✓ ILI I Job Address: 0� � ',t• t� � S �-r>�ai� Date: r-14 43 Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: S Ch,��� xjhs (,-�J{,t�� •�'�I�� b�el� 6'� ,�,,,�al'11f� . Additional Information for Electrical & Plumbing Permits %Electrical: ,_Addition/Alteration _Change of Service _Temporary Pole _New AMP Service (# of AMPS llumbing/Residential: Addition/Alteration New Construction (One Closet Plus) iumbing/Commercial: Number of Fixtures N Additional) Number of Water &Sewer Drainage Lines Number of Gas Lines Occupancy Type: Y Residential _Commercial Industrial Total S Ft : Q► �(� l 4- — 9 g O_ � O Value of Work: S % Type of Construction: Flood Zone: Number of Stories:_ Number of Dwelling Units: Parcel No.: (Attach Proof of Ownership & Legal Description) Own -fix s/P�o'e: Ol'►^ t Yr (' hilii�' " �tL t Gt moo Contractor/, Nov frl State License Number: Contact Person:.� � Phone & Fax Number: 1,3 Z2, ?q i,3 Title Holder (If other than Owner): tV a Address: Bonding Company: Address: Mortgage Lender: 4ddress: grchitect/Engineer _ 4,AW k W Cc, , "crit; address: 13,11. 4.121_ L 1L11�. Phone No.: F 1' D 10-4 Fax No.: kpplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has :ommenced prior to the issuance of a permitand that all work will be performed to meet standards of all laws regulating construction n this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, 'DOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. )WNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliar.: a with II applicable laws regulating construction and .zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF :OMMBNCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU VTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING yoUR IOTICE OF COMMENCEMENT. IOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that rray be )und in the public records of this county, and there may be additional permits required from other governmental entities such as ater management districts, state agencies, or federal agencies. cceptance of permit is verification that I -will notify the owner of the property of the requirements of Florida Lien Law, FS 13. .01 :—k 8n lure of Owner/Agent Date Signator of Contractor/Agent Date t/►'WAA9101 ham_ 1Raxi ' L 'A int Owner/Agent's Name Print C ntractor/Agent's - - .3na _ e of Notary -State of Flora--��L— C .� �0'�4 I d Date S ore of Notary -State of Florida Date ve►2%Yvw" MAMW.r~Y ,� MY 000squ ..•. �•cF WFl COMMISSION DED � or w ExPi►es Feftart, 24, 2M* EXPIRES: November 12.2006 ' Bow Thu Swo No"Sa�a>< o _ vner/Agent is Personally Known to Me or Contractor/Agent is Produced ID Pernally Kno e or Produced ID-0%-'bC>LI.-I 'PLICATION( APPROVED BY: al - 0 Date:' Y !cial,Conditions: 0 aNF/ORD ALUMINUM, PRODUCTS, INC." TIS ,� No ..00 o: ............ :...........:.._..............DATE ISSUED..._....:._.._..' _.._........... ---• ._.Gt/. C_ -tS- i�- -6FDy_____..../__oo.. _.................... _ .... DOORS ........ _.. _...... ...... .... _........... ......-._...... _..... ._...... _.... _......_..1 1 C'!1 Q2Cr,-- Bcam A CHORDS ... _....`L ....... _.COLOA Roor.G....���°.... IOEs..._.._ .............. $m. X •Lr . � , l Cols 6/144)Zt� 0 THESE P gNFORD BUILDING DEPT. ACCEP LAMS ARE REVIEWED AND C CONSTRUED Tp REMIT. A PERMIT 1 �llY /� rp C / THE WpRK A LICENSE ISSUED HALL 6WITE Ka 1/ X 3 CANCEL, AND NOT AS AUTHORITY ATE, �_ PROVISION OR SET TO VIOLATE, ISSUANCE DOFF THE TECHNICAL CIODESDE NY OF THE .�...'�ti` DR S14ALL EPTOF E RO EREAFTIENT R REQUIRINI-fE BUILDING; TION ' 6 OR_OTHER VIOLATIONS 0 THE CODES CONSTRG A UCTION MITER ' • y CE COPY COM PLETED..................... I CAEIV.............. 0� I ..........................................� SANFORD ALUMINUM,, PRODUCTS, INC. job Jos NAME...,57� "V -41c/ No. .......... . ...... . .............................. . f -.2 cl-0 3 .................... A1-:-p 0r 10,A/ . . ............ Shop JOB ADDRESS.. ......... . .. . ............. . ............. C .. . ........ ................. Foot )OB TYPE......... GUTTERS...... ........... ....... ......... ........... ........ ... ...... . .................. .... . ........... .......... . ...................... CHAIR RAIL HT........ .......... ........ AIR CHORDS.- -77-77._ COLOR. RC-1*1"................... 14 001ec"4 Beam IDES .... All ............. DIAGRAM Bm. X ols Ic fl, go P/ li 71 If 0 9A I A. -,r q At'i "o . F 0 9 Oxy 2. vo ta ro P V4 S -12 Zoo 1 -ac 05 . F 0 9 Oxy 2. vo ta ro P V4 S -12 e3 0 okt Y COMPLETED................................................................................. CREW... . .............................. SCREENED ENCLOSURES I (SEE V SECTION 1 PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION (SEE DETAILS SECTION 1) ALTERNATE CABLE 1" x 2" (TYP.) GRADE K -BRACING (OPTIONAL) - SDETAILS CABLE CONNECTION SECT ON 1) GIRT (rYP) -/ TYPICAL DOME ROOF - ELEVATION SCALE: N.T.S. EXISTING STRUCTURE ALUMINUM' BEAM _ (TABLE 1.1 OR 1.8) L SIZE MEMBERS PER APPROPRIATE TABLES H L . , RISER WALL WHERE �W REQUIRED PURLINS (TYP.) DIAGONAL BRACING (SEE SCHEMATIC SECTION 1) CABLE BRACING K -BRACING (OPTIONAL) --/ GIRT (TYP.) SCREEN (TYP.) SW ALUMINUM COLUMNS (TYP.) (TABLE 1.3 OR 1.6)PERIMETER WALLS FRAMING 1" x 2" (TYP.) (SEE 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. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4358, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 7676556 SEAL PAGE © COPYRIGHT 2002 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 ALTERNATE SLOPED BEAM 2' x S UPRIGHT OR LARGER 2' x 4' UPRIGHT \ 1' x 2' SNAP SECTIONS \ ATTACH TO 2' x 2' W/ ' \ #10,x 1-1/2' S.M.S. @ 24' O.C. OR CONTINUOUS SNAP , . SECTIONS OR 2' x 3' (4) \ SPLINE GROOVE SECTION \ 2' x 2" PURLINS ATTACH TO \ BEAMS WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES:::::::::::{:. 2' x 2" MAYBE 'ROTATED TO ACCOMODATE SCREEN_=.:.:®::; BEAM OVERLAP CONNECTION'::' OR GUSSET'#:;`` . ........ . "`' {:, ................................. ::.::::::�. >:�: > ®....— :`. 2' x 4' §J". B. 12''x 5' S.M.B. 2" x 7' S.M.B. :;tli.: _.... FASTENER SIZE, NUMBER AND ATTERN (SEE TABLE 1.6 & 9.5) m m _ca MINIMUM POST SIZES REQUIRED FOR EACH BEAM N y SIZE (SEE TABLE 1.6) x x r, x NOTE: GUSSET PLATES ARE N' N ' `�' *USE 2"x 7' S.M.B. FOR REQUIRED ON ALL BEAM TO 2" x 9" x 0.082' x 0.310' UPRIGHT CONNECTIONS FOR BEAMS 2' x 7" OR LARGER i SUGGESTED SCREW PATTERNS FOR 2" x 4" OR LARGER UPRIGHT SCALE: 3' = V-0" Lawrence E. Bennett, P.E.. CML ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 1368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 SEAL PAGE © COPYRIGHT 2002 1-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 0 SECTION 1 CTDAD SCREENED ENCLOSURES SUPER OR EXTRUDED GUTTER SPACING / 2 + SPACING / 2 SPACING / 2 * SPACING / 2 - BEAM SET SPACING BEAM SET SPACING - STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT I ALTERNATE I TRANSOM I UPRIGHT SCALE: 3/8"=.l' -O' 2" x _" x 0.050' STRAP @ EA( BEAM CONNECTION AND @ 1 BEAM SPACING W/ (2) S.M.S. PER STRAP (SEE SECTION 9) 2" S.M.S. OR LAG SCREWS (SEE SECTION 9) SUPER OR EXTRUDED GUTTER ANGLE.OR RECEIVING CHANNEL (SEE SECTION 9 .. .. DETAILS) SCREW PATTERNS MAY VARY (SEE TABLES OR NOTES FOR MAX. DISTANCE FROM FASCIA SIZE AND NUMBEROF •. TO HOST STRUCTURE WALL SCREWS) 36" WITHOUT SITE SPECIFIC BEAM CAP ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3`=1'-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 SEUL PAGE © COPYRIGHT 2002 1-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 SCREENED ENCLOSURES BEAM - SCREEN ROOF 0.050' H -CHANNEL �— OR GUSSETS ® ®� \KNEE ww z>ai zF E �® d HOST STRUCTURE ROOFING (2) 2' LAG SCREWS (SEE SECTION 9 FOR SIZE) 2' STRAP - LOCATE AND 4STEN PER STRAP LOCATION DETAIL PAGE 1-20 FASCIA AND SUB -FASCIA 2'x 2' ANGLE WITH (4) S.M.S. (SEE SECTION 9 FOR SCREW ®i ZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER COMPOSITE 2'x 3' EAVE RAIL POST TO BEAM FASTENING (SEE TABLE 1.6) POST (SEE TABLE 1.3) SCREEN (MAY FACE IN OR OUT) REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS SUPER OR EXTRUDED MAX: DISTANCE TO GUTTER HOST STRUCTURE •. WALL 24' WITHOUT SITE $PECIFIC.ENGINEERING . SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL`04 FASCIA - DETAIL 4 SCALE: 3' = V-0' Lawrence E. Bennett; P.E. CML ENGINEER . DEVELOPMENT CONSULTANT .r. P.O. BOX 4366, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6&% SEAL PAGE © COPYRIGHT 2002 1-26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WrrHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES I SECTION 1 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 1, TOTAL ALLOWABLE WALL AREA • I 1/8' 445 Sq. Ft / PAIR OF CABLES ' OTAL WALL AREA =100% OF FRONT WALL + 50% OF ONE�SIDEWALL EXAMPLE: FRONT WALL AREA 100% (8' x 32') = 25 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. NOTE: For wall heights greater than 9'-8', a minimum of (2) wall cables are required. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TAW P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767.6556 SEAL Q COPYRIGHT 2002 PAGE NOT TO BE REPRODUCED IN WHOLE•OR IN PART WITHOUT THE WRTTTEN PERMISSION OF LAWRENCE I- BENNETT, P.E. -35 SECTION 1 I SCREENED ENCLOSURES 1/8'x 1-1/2' x 8' FLAT BAR F7 u 0.135" PLATE OUT ON 45" ANGLE EYE -BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL (SEE TABLE) • PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS P_ 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 (ZYP ) FOR CABLES ®®® SEAL PAGE 1-36 MIN. 1/4" EYE BOLT. WELD EYE i CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE COIJNECTION - DETAIL 1A SCALE: 3" = 1'-0' Lawrence E. Bennett P.E. CML ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767.65% © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRM-04 PERMISSION OF LAWRENCE E. B€NNETT, P.E. SECTION 1 STAINLESS STEEL CABLE CABLE CLAMP (SEE TABLE) NOTE: SEE PAGE 1-36 FOR NUMBER OF CABLES REQUIRED e SCREENED ENCLOSURES 2" x 2" x 0. 125" ANGLE 1/2" CONCRETE ;(MIN.) FROM EDGE OF )) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 2B SCALE: 3' =1'-0" 2' (6' NOMINAL) G SLAB (MIN.) \\ \\ 5d (MIN.) V 5d'(MIN.) tiJ. ...I . SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 3/32' CABLE AND 445# FOR 1/8' CABLE, FOR 3/32' CABLE 1/4' x i-1/2' CONCRETE ANCHORS (MIN.) 2500 P.S.I. CONCRETE 6 x,6 -10 x-10 WELDED WIRE MESH OR FIBER MESH CONCRETE _ALTERNATE •CABLE CONNECTIONS ft FOUNDATION: - DETAIL 2C SCALE: 3" = V-0' ---�� Lawrence E. Bennett, P.E. CML ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 430. SOUTH DAYTON& FL 32127 TELEPHONE(385)757-4774 FAX (306) 787 -ON SEAL PAGE ® COPYRIGHT 2002 1-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WRHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES 1 Y x 2" x 0.063" PRIMARY ANGL SCREEN Y I EACH SIDE , 1"x 2' O.B. BASE PLATE (TYP.) 'd' VARIES I 4" SHOW #10 x 3/4" S.M.S. EACH SIDE (SEE SCHEDULE NEXT PAGE) SECONDARY 5d' MINIMUM EDGE DISTANCE 2' x (d - 2 ") x 0.063' ANGLE ® ® — FROM EXTERIOR OF COLUMN EACH SIDE OF COLUMN W/ #10 --�. TO OUTSIDE EDGE OF SLAB S.M.S. BOLT 0 •5d DISTANCE (SEE SCHEDULE NEXT PAGE)1/4• • 1-114" CONCRETE ANCHOR .. . G : • ;• 3/8' GRADE (SEE SCHEDULE NEXT PAGE) .: 1-1/4" MIN. CONCRETE NOTE: DETAIL ILLUSTRATES ANCHOR EMBEDMENT YPICAL 2' x 4' S.M.B. COLUMN . CONNECTION 20 5d (MIN.) (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 UPRIGHT IF INTERNAL PRIMARY 2"x 2' x 0.063' ANGLE SCREWS INTO SCREW BOSSES N�xx /- 1" x 2" BASE PLATE (TYP.) NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 LA6 (MAX.)L 6" (MAX.) 3000 P.S.I. CONCRETE FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTI SEAL PAG 1-44 SCALE: 3' = V-0" Lawrence E. Bennett, P.E. CML ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767.6556 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT MAX SPACING 24' O.C. FOR BOTH SIDES POST,.TO DECK DETAILS © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E. SCREENED ENCLOSURES I SECTION 1 Table 1.3 Allowable Post/ Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-0 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 M I sq. ?L' Hollow Sections 3'-0' Tributary Load Width W ■ Upright Spacing 1 4'-0' 1 5'-0" 6'-0" I 7'-0' I 8'-0' Allowable Height 'H' / bending'b' or deflection 'd` 1 9'7 I 9'-0' 2' x 2" x 0.044' T-11' b 5-11' b 5-2' b 5'-8' b 5'-3" b 4'-11' b 4'-7• b 2' x 2" x 0.055' 8'-8' b T-6' b 5-9' b 5-2' b 5'-8' b 5'-4' b 5'-0' b Z' x 3" x 0.045' 10'-6' b 9'-1' bj 8'-2' b 7'-5' b 6'-11' b 6'-5' b 6'-1• b Z" x 4" x 0.050" 11'-9' b 10'-2' b I 9'-1" b 8'-4' b 7'-8' b I 7'-2' b 6'-9' b SeN Mang Sections 3'-0" Tributary Load Width W ■ pdghtillipacing 1 4'-0' I 5'-0" I 6'-0' T-0' Allowable Helght'H' / bending' 8'-0' eetion'd' I 9'-0' 9'S' 2' x 4" x 0.044 x 0.100' 16'-2' b 13'-11' b 12'-6' b 11'-5' b 10'-7' b 9'-11' b 9'-4' b ' 20'-0' b 1r4* b 15'-0' b 14'-2' b b 12'-3' b 11'-T b 2' x 6" x 0.050' x 0.120' 23'-1' b 20'-0' b 17'-11" b .•18'-4' -b .15'-2' b 14'-2' b 17-4' b 2' x 7" x 0.055' x 0.120' 26-5' b 22'-11' b 20'-6' b-18'-8" b 17'-4' b 16'-2' b 15'-0' b 21 x 8" x 0.072' x 0.224' 34'-0' b 29'-9' b 26'-7' b 24'-3' b 22'-6' b 21'-0' b 19'-10' b 2'. x 9" x 0.072' x 0124' 38'-0' b 32'-11' b 29'-5' b 26'-11' bi 24'-11' b 23'-3' b 21'-11' b 2' x 9" x 0.082' x 0.310' 41-1' b 35'-7' b 31' -ID' b I 29'-0' Q26'-11' b 25'-2' b 23'-9' b 2' x 10" x 0,092' x 0.389' 48'-6' b 42'-0' b I 37-7' bi 34'4' bi 31'-9" bi 29'-8' bi 28'-0' b Snap Sections 3%0" Tributary Load Width Ww Upright Spacing 1 4'-0' 1 S'-0" I 6'-0' I 7'-0' 8'-0' Allowable Height 'H' / bending W or deflection'd' 9'7 2" x 2" x 0.044' 9'S' b 8'J' b T-4' b 6'-9" b 6'-3' b 5'-10' b 5'-6' b 2" x 3' x 0.045' 12'-1' b 10'5' b 9'-0' b 8.6' b 7-11' b 7-5' b 6'-11' b 2' X 40 x 0.045" 14'-9' b 12'-9' b 11'5' b 10'5' b 9'-8' b 9'-0' b 8'-6' b 2' x 6• x 0.062' 25'-5' b 21'-11' b 19'-8' b 711' b 16'-8' b 15'-7' b 14'-8' b 2' x T" x 0.062' 28-3' b 24'-6' b 21'-11' b 19'-11' b 18'-6' b 17-0' b 15.4' 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. Thicimesses shown are *nominal' Industry standard tolerances. No wall thickness shall be less than 0.0401. 3. Above spans do not Include length of knee brace. Add horizontal distancefrom upright to center of brace to beam connection to the above spans for total beam spans. over 20' In mean roof height S. Span Is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rads of 2' x 2' x 0.044" min. and set ® 36' In height can be oonsidered as residential guardrails provided they are attached with m1n. (3) #10 x 1-1/2' S.M.S. Into the screw bosses and do not exoeed 8'-0' In span. 7. Spans may be interpolated. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINOZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE IN INSPECTION GUIDE FOR SCREENED ENCLOSURES, SECTION 10. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4358, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 7574556 SEAL O NOT O BIE REPRODUCED IN WHOLE OR IN PMT WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE1 .0 I SECTION 1 SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for 2" x 4' 2" x 2" x 0.044" 4-------- Connection of Roof Beams To Wall Uprights or Beam Splicing 14 12 Beam Size Upright Minimum Purlin Deck Notes Minimum Number of Screws` Size 8 Knee Brace Size" Anchors Beam Stitching 2" x 3" #8 x'/," #10 x'/," 2' x 3' 2" x 2' x 0.044" 2 Note 10 #12x'/," Screw @ 24" O.C. 2" x 4" 6 4 2'x 3" 2"x2" x 0.044" 2 Full La g 6 q 2" x 6' 2" x 4" 2"x 4" 2" x 2" x 0.044" 2 Full La g#8 6 4 18 2"x 5" 2"x 3" 1 2" x 2" x 0.044" 2 Full La g 6 4 #10 2"x 6' 2"x 3' 2" x 2" x 0.044" 2 Full La 10 4 #8 14 18 „ - 8 6 _ 410 2" x 7" ;7 2" x 4' 2" x 2" x 0.044" 4-------- Partial La 14 12 Ill x = Pa ' 10 #12 2" x 9" 2" x 6' 2" x 3" x 0.045` 6 Partial La 18 16 2' x 9"' 2" x 7' 2" x 4" x 0.050' 8 Partial La 20 14 18 #14 2" x 10' 2" x 8" 2" x 4" x 0.050" 10 Partial La PO 16 #14 18 i6 #14 Screw Size Minimum Distance and Spacing of Screws Edge To Center Center To Center Gusset Plate Thickness #8 5116' Beam Size Thickness #10 5/8" 2" x 7' x 0.055" x p.120" 1/16' = 0.063" 3/8 314" 2" x 8" x 0.072" x 0.224" 1/8' = 0.125" #12 112" 1' 2" x 9" x 0.072' x 0.224' 1/8" = 0.125" #14 or 114" 3/4" 1-112" 2" x 9" x 0.082' x 0..306" 1l8" = 0.125" 5116" 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. 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. 3. The number of screws is based on the maximum allowable moment of the beam. 4. 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. 5. Hollow splice connections can be made provided the connection is approved by the engineer. 6. 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 cut. 7. All beam to upright connections for 2" x 7" beams or larger shall have an internal or external gusset plate. Gable & mansard beam to beam connections may be lap cut. 8. For gusset plate connections 2" x 9" beams or larger use 3/4" long screws. 9. For thicker gusset plates use 314" long screws. 10. Connection of beam to upright w/ H -bar, gusset plate or angle clips. 11. For minimum girt size read upright size as a beam and purlin size is minimum girt size. (i.e. 2'x 9" x 0.072"x 0.224" s.m.b. w/ 2' x 6" x 0.050 x 0.120" s.m.b. upright requires a 2" x 2" x 0.044" girt / chair rail.) Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System " 2" H -Channel With 2' x 3" x 0.045" 2' H -Channel Wilh3 #10 x1/2" EACH SIDE 4" x 0.044' x 0 (See Tnhlo 1 r, r^r kh., k-, a 4 /4" scr (see Table 9.6 for size) 7 Note: ___ ...._...�......,..,�..ol 1. For Required Knee Braces Greater Than 4'-6" Contact Engineer For Specifications And Details. 2. Cantilever beam delail shown on page 1-32 shall be used for host slrcture attachment when knee brace length exceeds 4' La_vvrence E. Bennett, P.E. C+V ; E ';3rNEER . DEVELOPMENT CONSULTANT '.0 50X 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767.1774 SEAL FAX (386) 767.6556 PAGE GHT 2002 © CO ? 0 BIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1-54 a 3 1W JfILITY CASEMENT ------------------------------ Il. 7 7 "v:7 r., 0 14 ? 407-850-6871 SIGNATURE POOLSPAGE -4; 03 R= 125.00' PLOT PLAN TOTAL CONCRETE 542 SOFT. t l_-25.15' Soo 8967 SO. FT. i LT 68 "t AuuGF.MODEL OPOSED PP. 2879 rl.!;OR CB=S 34'48'29" IA 4 C=25.1 I' f jE, -17 -P PLAT 90 -Ar -29, OF THE. UE3L;C oie 6o, r ES) sb�I�OLE ColiN --y, FLORIO.�� -:A CCIRK" ',E,.T4 I LCL iT 'AA'+:cq0,.rS 4 -SIC"(S AN� pq V —D llqOaC ARC ' ' Co. r. 1. 4r.-. 1, 5 .m Opv BEARING PRCKSED PRAINAr( FLOW 0 CONCRETE 0 • to LANO SUP. I/( "Wr ous'"L ss PPC Dtf4C!ES PaNy 0' Ck;RV,;VRE P! or C,)RVAIk;RE PT DCPLIES P.)INT. ')F IAPIr.ENCy 4, L'S LAND ',i;RvEy0l' Z PRM PERVANEfIF REFERENCE W04.00ENT A lc 1.1p CGNDAO%ER AN WAY FRIES' PCP PERPINEN1 COHIRE), FQi" C . OW CONCREIE BLOCK WALL (rl -7— PP "Plus rtrwr ,*'A) U(A!,L`REI DV(RIJ.(AZ UTILITY LINE q4D SCLoi-K -'3311,CE Z 4Z9 N89*1 7'34"W 104.42' 1W JfILITY CASEMENT ------------------------------ Il. 7 7 "v:7 r., 0 14 ? MINIMUM LOT %iqVH F R 01,.11: 25- Q6=131.16'46" REAR- 20 R=25,00.' SIDE: 5' CORNE�: 15, L=57.28' CB=S 25'04'03 'REPARE 0 rOR- HCR70N C=45.55' 0.-- THIS PLOY PLAN IS INTENDED FOR PERMITTING PURPOSES o,,Lj THIS 15 NOT INTENDED FOR T -r. CDINSTRUCI-014 OF THE *Po-20SEO HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL' MUIING SETBACK LINES SHOWN HEREON IS PER DATA FVRH:SHED BY CI.IFNT AND.IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE THF r i P.M. COMMUNITY DANL- -:^ 120289 0045 E 'DATED 4!1',- * 1*95 AND FOUN: THE SuB.IECI PROPER"y APPEARS TO .,E it, ZONE X. AREA CvISIOE '.00 YEAR FLOCO. SE^Rlfq(;S SHOWN HEREON ARE BASED ON f!4E 14ORTHERLY LINE CF ; OT 68 N PC-17*34-- %V P�P PLAT 'FIELC )ATZ 3c rEr." APPROVED LPY' EEiA� A5m32906 !ml,_Eop?r, —APEA JOB 140 MCI -L- 11-1)-01 -due DRAWN By; t.OT FIE 5-j .01 .'.-L 1) 2 & P.I. I F) Is? x vt 4 1 1 N 89'1.7'•3 41' W� 66.42' 81 T P!. A 7r:C ;,pFp THIS Pt A!) 0 6 NTAI`45 11,6C7 SOV ARE t O6=11'31143" 1.1415 STRUCTURE CONTAINS 2108 SQUARE FEET A R= 125.00' TOTAL CONCRETE 542 SOFT. t l_-25.15' Soo 8967 SO. FT. i LT 68 "t AuuGF.MODEL OPOSED PP. 2879 rl.!;OR CB=S 34'48'29" IA 4 C=25.1 I' rINISI-ED ADON 17 0 1c;t. I -:A CCIRK" ',E,.T4 I 11.0 T 67 64 iT 'AA'+:cq0,.rS 4 -SIC"(S AN� pq V —D llqOaC ARC ' ' Co. r. 1. 4r.-. 1, 5 .m Opv BEARING PRCKSED PRAINAr( FLOW 0 CONCRETE 0 • to LANO SUP. I/( "Wr ous'"L ss PPC Dtf4C!ES PaNy 0' Ck;RV,;VRE P! or C,)RVAIk;RE PT DCPLIES P.)INT. ')F IAPIr.ENCy • L'S LAND ',i;RvEy0l' Z PRM PERVANEfIF REFERENCE W04.00ENT A lc 1.1p CGNDAO%ER PCP PERPINEN1 COHIRE), FQi" C . OW CONCREIE BLOCK WALL (rl PER PLA'. PP "Plus rtrwr ,*'A) U(A!,L`REI DV(RIJ.(AZ UTILITY LINE q4D SCLoi-K -'3311,CE 4Z9 MINIMUM LOT %iqVH F R 01,.11: 25- Q6=131.16'46" REAR- 20 R=25,00.' SIDE: 5' CORNE�: 15, L=57.28' CB=S 25'04'03 'REPARE 0 rOR- HCR70N C=45.55' 0.-- THIS PLOY PLAN IS INTENDED FOR PERMITTING PURPOSES o,,Lj THIS 15 NOT INTENDED FOR T -r. CDINSTRUCI-014 OF THE *Po-20SEO HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL' MUIING SETBACK LINES SHOWN HEREON IS PER DATA FVRH:SHED BY CI.IFNT AND.IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE THF r i P.M. COMMUNITY DANL- -:^ 120289 0045 E 'DATED 4!1',- * 1*95 AND FOUN: THE SuB.IECI PROPER"y APPEARS TO .,E it, ZONE X. AREA CvISIOE '.00 YEAR FLOCO. SE^Rlfq(;S SHOWN HEREON ARE BASED ON f!4E 14ORTHERLY LINE CF ; OT 68 N PC-17*34-- %V P�P PLAT 'FIELC )ATZ 3c rEr." APPROVED LPY' EEiA� A5m32906 !ml,_Eop?r, —APEA JOB 140 MCI -L- 11-1)-01 -due DRAWN By; t.OT FIE 5-j .01 .'.-L 1) 2 & P.I. I F) Is? x vt 4 1 1 N 89'1.7'•3 41' W� 66.42' 81 T P!. A 7r:C ;,pFp THIS Pt A!) 0 6 NTAI`45 11,6C7 SOV ARE t O6=11'31143" 1.1415 STRUCTURE CONTAINS 2108 SQUARE FEET A R= 125.00' TOTAL CONCRETE 542 SOFT. t l_-25.15' Soo 8967 SO. FT. i CB=S 34'48'29" E C- r.;7 C=25.1 I' -:A CCIRK" ',E,.T4 I iT 'AA'+:cq0,.rS 4 -SIC"(S AN� pq V —D llqOaC ARC ' ' Co. r. 1. 4r.-. 1, 5 .m Opv BEARING PRCKSED PRAINAr( FLOW C DENCIIE!, CONCRETE R P; OENORS POINT Of L'ITERSKIIWO P.EVERSE • to LANO SUP. I/( "Wr ous'"L ss PPC Dtf4C!ES PaNy 0' Ck;RV,;VRE P! or C,)RVAIk;RE PT DCPLIES P.)INT. ')F IAPIr.ENCy • L'S LAND ',i;RvEy0l' Typ "(FrAt PRM PERVANEfIF REFERENCE W04.00ENT A lc 1.1p CGNDAO%ER PCP PERPINEN1 COHIRE), FQi" C . OW CONCREIE BLOCK WALL (rl PER PLA'. PP "Plus rtrwr ,*'A) U(A!,L`REI DV(RIJ.(AZ UTILITY LINE q4D SCLoi-K -'3311,CE ORLANDO. rLC-RiUX (407) 426-7?79 i THE SURVEYOR :;AS NOT ABSTRACTED IH; - LAND SHOWN HEREON- TOR EASEMEt-75. RICH' OF WA.Y, RESTRICTIONS GF RECORD 'WHICH IA,4.Y AFFECT THE TITLE OR USE OF THE LAND NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOC14EO EXCEPT AS SHOWN. -;0T VALID W11HOOT THE SIGNATURE ANO THE ORIC14A.L RA -SCO SEAL OF A FLORIDA U-CENSED SURVEYOR ANO 1.4APPER. FOR -T -48-oz 'In'!A E.k,ORYr-. COLE. PSM 14403 DATE 03/23/2003 18:02 407-850-6871 Permit No SIGNATURE POOLS PAGE 04 NARYANNE NOW CLERK OF CIRCUIT COURT SENINOLE CMXTY BK 04657 PG 0A20 CLERK'S 0 2003002874 REI WW 91/97/2M3 83s33s29 PN RECMIN8 FEES 6.00 RECORDED BY N Noldea Tax Paroel Number NOTICE OF COMMENCEMENT IftlPrepared by: Byron Maddox for 5iDrature Pools, Inc. county! of t ic' 2318 Homewood Drive Orlando F132809 The UNDERSIGNED hereby 41ves nOW0 that inspr+vvement WIN Iry mode to certain real property, end in aeaw thus with Chapter TIS, Flertda Sq►tutes, go foitawin9 it ortnation is provided in this Notice of t;otprrtenaemetttr 1. Description of prgwtny: Lot 68 Bakers Crossing Phase 1, P.B. 60, P.'s 27-29 Seminole Co._ 205 Friesan Way, Sanford, Florida 32773' (LOOM d9-44= 01"10 pro"ft. ane and &MIUM W SWONO lrr t Z fdewrrsl dasoriptbn d flrlprewerrraM: INCROUND t#WIMARRYC's POOL $ SCREEN ENCLOSURE 3. Owner information: a. Name and address Tom & Kim McNamara 205 Friesan Way, Sanford, Flodda 32773 b. interest in Property , Erb��l m jk` - a. Name and addreaa of fee simple Utlettalder P miter that ownert =1 10 WN EWOOD DR- 0) Contravtor: (name and address) 81199 iture Pools. inn:. OIRI.NiIDEL FL 3s8t]9 a. Phone member (407)11694=5 raz number JW 7 ASO-Sa71 5. surety: a. Flame and addrsas o, b. Pltvna number t 1 fax number II - ---A-_ -- - - -_ - 0, Amount of bond f .00 S. Lender. Name and addn"m A2 a a. Phone number t ) _ Fax number f ) T. Persons within the Stets of Florida desisneted by Owner upon whelm notices or bibs. doaurnenh may be served es provided by Section T1 tf('1)(sj7., Florida Statutes: a. Name and aftvss b. Phone number Fax amber I I 6. In sddltbh to himself. Owner destonates of to roaehre a copy of tate Lienoes Notice as provided In Seathm 713.13(j)(b), Flartda 8f Bute. a. Phone number( ) Fax member I 1 V. Expiration dab of Ned" of Can iw asment (the explmdon date iia i year from the dale of roaWdins unless s difPeront date is speaffled) Ram Signature erb"W Print Name of Owner STATE OF FLORIDA COUNTY OF Aifinnsd an subebefore ane this � day of _ �C,TU l3c�L _W 41"7- by Q� W l "6 C A1A1"Av4^ yw is persosWRjJULNM to stye ar who lms produced g tWe Or ay Pop110 � 1-IWo e- fhtpe of D) as N *WMcatlon. - 1%dM. T or tb Nave or Noury JENNIFER MMJiaMN o Mr Waa Ev. 4118M No. Cc 967M *WM i)0erL81 fPe -P COPY MAT"AIWI E MORSE CI f RK OF CIRINAT 00(11111 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL _ , .,_ _._. ;:• _ 0. © D )► WIAICM '.5cminulc 0xinE, ��rrtvs►l�Praarcr � y � I III 4-. !•-u,l \t. 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-505-0000-0680 Tax District: SANFORD Number of Buildings: 1 Depreciated Bldg Value: $165,695 MC NAMARA THOMAS J & Owner: KIMBERLY Exemptions: Depreciated EXFT Value: $0 Address: 205 FRIESIAN WAY Land Value (Market): $20,800 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 205 FRIESIAN WAY SANFORD 32773 Just/Market Value: $186,495 Subdivision Name: BAKERS CROSSING PH 1 Assessed Value (SOH): $186,495 Dor: 01 -SINGLE FAMILY Exempt Value: $0 Taxable Value: $186,495 SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY WARRANTY DEED 12/2002 04678 0557 $189,900 Improved 2002 Tax Bill Amount: $440 WARRANTY DEED 06/2002 04439 0740 $242,500 Vacant 2002 Taxable Value: $20,800 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 68 BAKERS CROSSING PH 1 PB 60 PGS 27 - LOT 0 0 1.000 20,800.00 $20,800 29 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2002 10 3,287 2,862 CB/STUCCO FINISH $165,695 $166,528 Appendage / Sgft GARAGE FINISHED / 399 Appendage / Sgft OPEN PORCH FINISHED / 26 Appendage / Sgft UPPER STORY FINISHED / 1159 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_tltle?parcel=18203150500000680&, 3/31/2003