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HomeMy WebLinkAbout1331 Silver Lake Ct (4)Permit #: 1 q 9 Job Address: Description of Work: .S Historic District: CITY OF SAiNFORD PERMIT APPLICATION c - u. Date: a-3 - o41 i=- L Zoning: BG S . Value of Work: $ %S-, r AG 20Q6 Permit Type: Building -Z— Electrical Mechanical Plumbing Fire Sprinkler/Alarm pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary PoleMechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or CommercialOccupancyType: Residential Z Commercial Industrial Total Square Footage: Z Construction Type: 4&--3 >_ # of Stories: # of Dwelling Units: Flood Zone: y ( FEMA form required for other than X) Parcel #: _ O 1 L© - 3 I j , ln cr( _ Q Attach Proof of Ownership & Legal Description) Owners Name & Address: 9L- /q AJ . S" Phone: Contractor Name & Address: S 1 V" [;"- Phone & Fax: 7-• 69' -a7R6 yG7_3c,.2-0 Contact Person: Bonding Company: _ LL Address: Mortgage Lender: State License Number: G 2 C O 5 3 1 2 Cale IRL©C 6 Phone: Y0-7 /1U-G7 Address: Architect/Engineer. C fN C c Phone: o Address: j C7 T 76 1..-. _.% X . 1 % J v, s 64,e ruw A 3 Z 2 1 Fax: J J , Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commeIneed prior to U;eissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a sci.rr+.fepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, 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 lawn; rc.ru!s;;ir, construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR f'A')"N: l. TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of per it is verification that I will notify the owner of the property of the req ' m of Flori a Lien La , F 713. 4 Sr na re of Owner/Agent` Date nature of Con r/Agent Date P t Owner/Agent's Na tc Pri [ on[ractor/Agent's NamekS.gnature No ! d " .......• a„(.. , A M. PELOSO ti Signature of Notary -State of{.Florida •NNA M. BCCl1S0 `• p111„NNrI '., COMM# DD0511247 - c1 4r!% rprop' Comm# DD0511247 Expires 1nsn010 ;:° = Expires 1/26/2010 Owner/Agent is ysp'a}jv°wed hrut(B00)432 4254' ,,,& Bondad thru (800)432 254' Ff a Mora °Assn., Inc Contractor/Agent is _ P • oriit{j t16t B NotXProducedIDs ., „ on a ry = o s own aryAssn.. Inc rProducedID C)....................................: APPLICATION APPROVED BY: Bldg: C"" _ Zo & Dat Utilities: FD: Ji Initial &Date) Initial & Date) ) (Initial &Date Special Conditions: l651 1 oS° 0- Seminole County Property Appraiser Get Information by Parcel Number till, I Page 1 of 2 DAv13 JOHmsom CrA, ASA PROPERTY APPRAISER SEMINOLE COUNTY F - 1 101 E. FIRST sT 5ANF080, FL32771-1d 38 407 - WS -7508 GENERAL Parcel Id: 07-20-31-300-0041-0000 Owner: FRYE ALAN T & SANDI w Mailing Address: 320 SILVER PINE DR City,State,ZipCode: LAKE MARY FL 32746 Property Address: 1331 SILVER LAKE CT Subdivision Name: Tax District: S1-SANFORD Exemptions: Dor: 01-SINGLE FAMILY J 2006 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 1 Depreciated Bldg Value: 387,758 Depreciated EXFT Value: 20,966 Land Value (Market): 37,900 Land Value Ag: 0 Just/Market Value: 446,624 Assessed Value (SOH): 446,624 Exempt Value: 0 Taxable Value: 446,624 Tax Estimator SALES Deed Date Book Page Amount Vaclimp Qualified WARRANTY DEED 03/2001 04037 0266 $55,000 Vacant Yes Find Comparable Sales within this Subdivision 2005 VALUE SUMMARY 2005 Tax Bill Amount: $756 2005 Taxable Value: $37,900 DOE .NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION SEC 07 TWP 20S RGE 31 E FROM CTR OF SEC RUN N 535.08 FT W 70 FT TO E RN\/ LI MELLONVILLE AVE N 120 FT TO POB N 30 FT E 350 FT N 172.59 LAND FT E 250.71 FT S 06 DEG 16 Land Assess Frontage Depth Land Unit Land MIN 57 SEC E 230.77 FT S 72 DEG 01 MIN 57 Method Units Price Value ' SEC E 135 FT S 81 DEG 49 MIN 51 SEC E ACREAGE 0 0 1.050 36,000.00 $37,800 551.16 FT S 06 DEG 15 MIN LOT 0 0 1.000 100.00 $100 09 SEC E 30.33 FT N 81 DEG 49 MIN 51 SEC W 558.17 FT N 72 DEG 01 MIN 57 SEC W 156.96 FT N 06 DEG 16 MIN 57 SEC W 25 FT N 82 DEG 24 MIN 20 SEC W 185.02 FT S 89 DEG 59 MIN 03 SEC W 411.23 FT TO BEG BUILDING INFORMATION Bid Year Bid Type Base Gross LivingFixtures Est. Cost Ext Wall Bid Value NewNumBitSFSFSF 1 SINGLE 2005 16 2,289 5,661 4,067 CB/STUCCO $387,758 $389,707 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 204 Appendage / Sgft OPEN PORCH FINISHED / 308 Appendage / Sqft OPEN PORCH FINISHED / 234 Appendage / Sgft GARAGE FINISHED / 641 Appendage / Sgft OPEN PORCH FINISHED / 45 Appendage / Sgft OPEN PORCH FINISHED / 36 Appendage / Sgft UPPER STORY FINISHED / 891 Appendage l Sgft OPEN PORCH FINISHED / 126 Appendage /Sgft BASE /887 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed http: //www. scpafl. org/pl s/web/re_web. se minole_co unty_title? PARC EL=0720313 00004I0000& cdor=... 2/23 /2006 Seminole County Property Appraiser Get Information by Parcel Number Porch Finished, Base Semi Finshed Page 2 of 2 i EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 2005 3 $5,850 $6,000 POOL GUNITE 2005 558 $10,881 $11,160 BRICK PATIO 2005 582 $2,270 $2,328 SOLAR HEATER 2005 1 $990 $1,100 WATER FEATURE 2005 1 $975 $1,000 NOTE: Assessed values shown an- 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 year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole_county_title?PARCEL=072031300004I0000&cdor=... 2/23/2006 1'11'.' ' I ' ' ! I uga AIERLON CIR ° E 28TH ST'. 9 DAym JOHNSON, CFA, ASA 4 9mC) m X o r PROPERTY f > o E 29TH ST E... 30TH ST iQ APPRAISER V m r of- DCi111mSEMINOLE COUNTY FL ROSE ST J oG 1101 E. FIRST sT SANFORD, FL 3-771.1468 t,. 407.065-7506 E AIRPORT 1 LVD L O I „ II 1 L STROM BLVD E LAKE MARY BLVD r I I —"r egend Selected Features County Boundary Streets rology O Subdivision Lines m MA UETTEAVE' f—I Parcels I Rec li Parcel I Owner I Owner Addr I City I State I Zip 11 107203130000410000 FRYE At -AN T & SANDI 320 SILVER PINE DR, LAKE MAP.Y AFL 13274r Imp: siI11o11 ;.Scholl.ur'-''ser%let m.e ri.srilna,.l:srin a i''S r i N lm=u`r i sniall C'li nt'r... „_') 1(I(, LIMITED POWER OF ATTORNEY DateI-'rl Co I hereby name and appoint PrMeAn ' C,W*ct o. to be my lawful attorney in fact to act for me and apply to the building_ department for .. Ck e k, - Lch c X' 4cc a-C— permit for work to be performed at a location described as follows: Lot Block Subdivision 1531 SiL-ve,Z )-j%ke- C-T- S. wrw/-i) r=L 3277, Address of Job) 1-04 +U + S/tw d 2 F'T YE k' S it, e R- Viy e 44ke.. *4,c t, Fl - 3 Z 7 4 Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Type or Print Nwne of Ceqdfied C-o4tractor and -License Number S Acknowledged: Sworn to and subscribed before me this o; day of Q_ti . , 20094 by,,/ who is personally known to me /who produced Seal) My Commission Expires: o41" Dina L. Futrell Commission # DD310168 4,, Expires June 18, 2008 OR001 Bonded Troy rain - onwra =. Mie !00 395 7079 as identification and did not take an oath. Notary Public, State of Florida p Signature BOUNDARY AND LGCATION SURVEY PREPARED FOR, ALAN AND SANDI FRYE / CROWN AND COMPANY / WELLS FARGO HOME MORTGAGE / MAHAFFEY & LEIPCH SEE PAGE 1 FOR COMPLETE BOUNDARY SURVEY AND LEGAL DESCRIPTION. it vmc c IS uac ) bps-i IR= r^scw IT 1csl.»-----__---------------------------- .. --- w 49.9) 1----- --- 1 ' c I.r-ao o csoA) 1 • 1 1 i 56Z 2 >:Tortr RCSILENC[ 44 SL.0R LLIEVATMNO 1ma AND n I I tree i 1 1 - 1e A7°+ owp I ! NOTE- THIS AREA- IS ENTIRELY OUTSIDE OF THE 100 YEAR FLOOD PLANE PER FEMA MAP 1211700045E AND PER GR13UND ELEVATIONS IN THIS AREA. a;. f ELEVATIONS SHOWN AS ' (0.0) "AREARE BASED UPON SEMINOLE COUNTY DATUM. SURVEYOR'S-NOTESi j PATRICK K. VANDERWYDEN. PLS t) WIN" aestAi/ti0I h10vIDLC ar CJiNT. l MO LRT( wAt OL 5: D:fCT TO ADOrtAL AK„CNTt,.RCST•,CT,GNs .Na ea aaNra-0/-MAr i0R 11uaN 1LOY Mlf lITY NM LAND SURVEYING SERVICES tv=. wD AKTNACT7 ri Li )"upum wftfNllyMls svincr. 8419 ViNELANG ROAD a) A1 urKAs w[AlYReM[Nf eats !11 IN OSCYIM a) uic swc w+>s • uT u W r N r fr ! s y q_t' )4R:ANflO, FLORIDA 32819' I) Au j c .Maus AMD/vRANW00 ACININ .000SCR-MIN1l1[i-i[COMri. %`s w_ W.• sw.otrtaaow•iNMomrxrs s/as Imp"Awl"" ov»Wst a r PROPUycs AM not E DATE '/ Y s) Aeruau uvs or TN73 ourrat AK "w vam VIlm twlmcc 7nTM A "to stu. AOIILvu T 1[649 Ate a AtCOVgw:a SLIUATl's so v 9n I 51s! T/Y• 7R04 r t s _ we auaeo o : cell a>t lrr ow AuT : RR ru T au o stA s u. rw > ATRICK K. VANDERWYDEN, PLS a s ; :fla ew + vo e lm T ee.:.code!! FLORMA REGISTRATION J 5154 eco awM-uNl!-rtwic cane. - coweu Aw • amwA t n veacNr w. rtn +ens CJ•r • Ao,R-o-rrpv oIt : qDl: w + wA . v R 1 GERTtfY CHAT TN13 SURVEY MEETS MINIMUI4 TECHNICAL wcw ume ( asrAwaa r Mar miaow *swr) STANDARDS FOR LAkO SURVEYOR$: CHAPTER 6fG17-6 i n a..n snvs• 7l !u. A.P1.1 a + QrAY!^ I^!&l )YL pce- R C.C7L]=. ti91L. R f. R K 18 K-Ax K-A2. X- /8 I N 31 68 - zx r I6 0 n 16 31 68 O 8 I 33 1 ?o 1 s. r 3 6o o- x3 SCREENED ENCLOSURES H SEE TABLE 1.3) K-BRACING (OPTIONAL) GIRT (TYP.) TYPICAL DOME ROOF,- ELEVATION SCALE: N.T.S. EXISTING STRUCTURE ALUMINUM BEAM TABLE 1.1 OR 1.8) SIZE MEMBERS PER APPROPRIATE TABLES # H K-BRACING (OPTIONAL) GIRT (TYP.) SCREEN (TYP.) ALUMINUM COLUMNS (TYP.) TABLE 1.3 OR 1.6) 1" x 2" (TYP.) 1' TYPICAL DOME ROOF - ISOMETRIC 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 UIRED L.INS (TYP.) TONAL ROOF BRACING SCHEMATIC SECTION 1) E BRACING METER WALLS FRAMING TABLES 1.3 AND 1.4) 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) 767.6W 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 1 SCREENED ENCLOSURES 2"x4"OR2"x6" SELF MATING BEAM 1" x 2" SNAP SECTIONS ATTACHED 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 1" x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" S.M.S. ATTACH 2" x 2" PURLINS TO SELF MATING BEAMS W/ (2) 10 x 1-1/2" S.M.S. INTO SCREW BOSSES MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 3EtECT-FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 1.6 & 9.5A OR 9.56) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) 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 I © COPYRIGHT 2004 1 -H NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 STRAP SUPER OR EXTRUDED GUTTER HOST STRUCTURE 7M n SPACING / 2 * SPACING / 2 SPACING 12 + SPACING / 2 BEAM SET SPACING BEAM SET SPACING STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8" = 1'-0" i ALTERNATE I TRANSOM UPRIGHT I I \ SUPER OR EXTRUDED GUTTER SELF MATING BEAM SIZE VARIES) BEAM CAP 2" x _" x 0.050" STRAP @ EACH BEAM CONNECTION AND @ 1/2 BEAM SPACING W/ 2) S.M.S. PER STRAP SEE SECTION 9) 2" S.M.S. OR LAG SCREWS SEE SECTION 9) ANGLE OR RECEIVING CHANNEL (SEE SECTION 9 FOR DETAILS) MAX. DISTANCE FROM FASCIA TO HOST STRUCTURE WALL 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) 7674774 FAX: (386) 767-6556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 1-21 SECTION 1 2 x 6 BEAM - SCREEN ROOF 45" ± KNE 2) 2" SCREWS SEE SECTION 9 FOR SIZES) 2" STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-21 REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) KNEE BRACE ATTACHMENT 6" ABOVE TOP OF GUTTER MAX.) 2" x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER IHOSTSTRUCTURE WITHOUT SITE UB- FASCIASUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL AT FASCIA - DETAIL 2 SCALE: 3" =1'-0" SCREENED ENCLOSURES W Wa2> lee U) Zee Ix < lee COMPOSITE 2" x 3" EAVE GIRT SCREW SIZE SEE TABLE 1.6) POST SEE TABLE 1.3) SCREEN MAY FACE IN OR OUT) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS FASCIA AND S SUSOFFIT EXe GDISTANCETO 24" SPECIFIC ENGINEERING Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 757-6556 PAGE Q COPYRIGHT2004 1-26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 ' I SCREENED ENCLOSURES CABLE BRACING General Notes and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for poolenclosures: a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER TOTAL ALLOWABLE WALL AREA' q. Ft. / PAIR 0 1/8" 445 Sq. Ft. / PAIR OF CABLES TOTAL WALL AREA = 100% OF FRONT WALL + 50% OF ONE SIDE WALL FRONT WALL AREA @ 100% (8' x = 255 Sq. Ft. SIDE WALL AREA @ 50% ( B' x 20') = 80 Sq. Ft. TOTAL WALL AREA = 335 Sq. Ft. 233 Sq. FL x 2 sets = 466 Sq. Ft. > 336 Sq. Ft.; thus two sets of 3132" cables is required. b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER I SIDE WALL CABLE " I 1/8" 1 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 21436B, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 757-65N PAGE I1 0 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREENED ENCLOSURES SECTION 1 YE,YE—BOLT ATE OUT ON ANGLE TURNBUCKLE FORETENSION TEEL (SEE TABLE) ER FRAMING or MEMBER TYPICAL CABLE- CONNECTIONS AT CORNER - DETAIL 1 SCALE: 3" = 1'-0" A —/ ALTERNATE• EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) B 10 x 3/4" S.M.S. EACH SIDE FOR CABLES _ USE (1)114" x 1-1/4" FENDER WASHER EACH SIDE.OF FRAME MEMBER MIN. (2) CLAMPS REQUIRED o d 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 OAYTONA, FL 32121 TELEPHONE: 1386) 767-4774 FAX: (385)757.65% I PAGE COPYRIGHT 2W4 SCREENED ENCLOSURES STAINLESS STEEL CABLE CABLE CLAMP SEE TABLE) NOTE: SEE PAGE 1-41 FOR NUMBER OF CABLES REQUIRED SECTION 1 2" x 2" x 0.125' ANGLE 2" CONCRETE MIN.) FROM EDGE OF OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 213 SCALE: 3" = 1'-0" 5=1/2- (6- NOMINAL) SLAB (MIN.) 5d (MIN.) u sa,/ 5d (MIN.) tiJ 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.) Q 5d MIN. 250 S.I. CONCRETE 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAIL 2C SCALE:.3" = l'-0" Lawrence E. Bennett, P.E. FL # 16W CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (3W) 757.4T14 FAX (398) 76746M PAGE COPYRIGHT 2004 I 1 -+ A 3NOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRrrTENPERMISSIONOFLAWRENCEE. BENNETT. P.E. SECTION 1 SCREENED ENCLOSURES SCREEN d' VARIES 4" SHOW 1" x 2" O.B. BASE PLATE (TYP.) SECONDARY 2" x (d - 2 ") x 0.063" ANGLE EACH SIDE OF COLUMN W/ #10 S.M.S. SEE SCHEDULE NEXT PAGE) G CONCRETE ANCHOR SEE SCHEDULE NEXT PAGE) a NOTE: DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. COLUMN 2" 5d CONNECTION MIN.) (MIN.) SIDE VIEW SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES 2" x 2" x 0.063" PRIMARY ANGLI EACH SIDE 1D x 3/4" S.M.S. EACH SIDE SEE SCHEDULE NEXT PAGE) 5d' MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TOMFAB BOLTl 4' GRADE 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT TYPICAL S.M. OR SNAP SECTION COLUMN 2) #10 x 3/4" S.M.S. EACH SIDE PRIMARY 2" x 2" x 0.063" 1" x 2" BASE PLATE (TYP.) C 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT NOTE: SELECT CONCRETE 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" 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. BOXU ( 366) 7ONA, FL 32121 TELEPHONE: FAX: (3116) 767-6556 PAGE COPYRIGHT 2004I ® - - r 1 50 NOT TO BE REPRODUCED IN WHOLE OR IN ITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT• P.EPARTW SECTION 1 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30"-30'-00" North (Jacksonville, FL) Hollow Sections Tributary Load Width 'W' = Beam Spacing 3'-0" 1 4'-0" 1 5'4" 1 6'-0" 1 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L' / bending 'b' or deflection'd' 2" x 2" x 0.044" 9'-10" b 8'-7" b 7'-8" b 1 6'-11" b 6'-6" b 6'-1" b 5'-8" b 2" x 2" x 0.055" 10'-9" b 9'-4" b 8'-4" b b 7'-1" b 6'-7" b 6'-3" b 2" x 3" x 0.045" 13'4" b 11'-7" b 10'-4" bj 9'-5" b 8'-9" b 8'-2" b 7'-8" b 2" x 4" x 0.050" 14'-8" b 12'-8" b 11'-4" b 10'-4" b 9'-7" b 8'-11" b 8'-5" b Self Mating Sections Tributary Load Wid 'W' = Beam Spacing 3'- 0" 1 4'-0" 5'-0" 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L' 1 ben ing 'b' or deflection'd' 2" x 4" x 0.044 x 0.100" 19'-11" b 17'4" b 15-6" b 14'-2" b 13'-1" b 12'-3" b 11'-6" b 2" x 5" x 0.050" x 0.100" 24'-9" b 21'-5" b 19'-2" b 17'-6" b 16'-2" b 15'-2" b 14'-3" b 2" x 6" x 0.050" x 0.120" 28'-7" b 24'-9" b 22'-2" b 20'-3" b 18'-9" b 17'-0" b 16'-6" 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'-l" b 33'-2" b 30'4" b 28'-1" b 26'-3" b 24'-9" b 24'- 0" b 2" x 9" x 0.072" x 0.224" 45'-l" b 39'-l" b 34'-11"b 29'-6" b 27'-8" b 26'-l" b 49'- 0" b 42'-11" b 38'-4" bb R42-4- 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 b 38'-11" b 36'-5" b 34'-4" b Snap Sections Tributary Load Width 'W' = Beam Spacing 3'- 0" 1 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 1 9'-0" Allowable Span'L' / bending'b' or deflection'd' 2" x 2" x 0.044" 11'-9" b 10'-2" b 9'-l" b 8'4" b 7'-8" b 7'-2" b 6'-V 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'-l" b 11'-3" b 10'-8" b 2" x 6" x 0.062" 31'-3" b 27'-l" b 24'-2" b 22'-l" b 20'-5" b 19'-2" b 18'-0" b 2" x 7" x 0.062" 34'-9" b 30'-l" 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. 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. a greater than 40'-0 t e eam at the center purlin and one purlin for each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8" o.c. center purin and (2) purlins each side of center purlin need lateral bracing. 7. Spans may be interpolated. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5'-0" = 11'-4" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: ( 386) 767-4774 FAX: ( 386) 767-6556 PAGE © COPYRIGHT 2004 1 - 56 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 1.2 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 Fastened To Beams With Clips Hollow Sections Tributary Load Width TV' = Purlin Spacing 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-B" Allowable Span'L' / bending'b' or deflection'd' 2" x 2" x 0.044" 7'-B" d 7'-4" d 7'-0" 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'-5" d 7'-2" d 6'-11" d 6'-9" d 6'-6" b 3" x 2" x 0.045" 8'-6" d 8'-3" d 7'-11" d 7'-8" d 7'-5" d 7'-3" d 6'-11" d 2" x 3" x 0.045" 10'-9" d 10'-3" d 9'-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 10'-8" b 10'-2" b 9'-8" b 9'-3" b 8'-9" b Snap Sections Tributary Load Width 'W' = Purlin Spacing 3'-6" 1 4'-0" 1 4'.6" 1 5'-0" 1 5'.6" 1 6'.0" 6'-B" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044 8'-5" d 8'-1" d 7'-9" d 7'-6" d 1 7'-3" d 1 7'-0" d 6'-9" d 2" x 3" x 0.045" 11%7" d 11%1" d 10'-8" dl 10'-4" dl 9'-11" b 9'-6" b 9'-0" b 2" x 4" x 0.045" 14'-8" d 14'-0" d 13'-6" d 12'-9" b 12'-2" b 1 l'-8" b 11'-1" b B. Sections Fastened Through Beam Webs Into Screw Bosses Hollow Sections Tributary Load Width 'W' = Purlin Spacing 3'-6" 1 4'-0" 1 4'.6..1 5'-0" 5'-6" 6'-0" 6'-B" Allowable Span 'L' I bending'b' or deflection 2" x 2" x 0.044" 9'-2" b 8'-7" b 8'-1" b 7'-8" b 7'-4" b 6'-11" b 6'-7" b 9'-11" b 9'-4" b 8'-10" b 8'4" b 7'-11" b b 7'-3" b 2" x 3" x 0.050" 12'-4" b 11'-7" b 10'-11" b 10'-4" b 9'-10" br9'- b 8'-11" b 13'-7" b 12'-B" b 11'-11" b 1 V-4" b 10'-10" bb 9'-10" b Snap Sections Tributary Load Width 'W' = Purlin Spacing 3'-6" ' 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-B" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 10'-11" b 10'-2" b 1 9'-7" b 1 9'-1" b 1 8'-8" b 1 8'4" b 1 7'-11" b Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Spans are based on a minimum of 10t1 / 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. Purlin spacing shall not exceed 6'-8". For beam spans greater than 40'-0" the beam at the center purlin and one purlin for each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail 48'-0") span with purlins at 6'- 8" o.c. center pudin and (2) purlins each side of center purlin 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 'VI/' = 5'-0"=10'-2" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7674774 FAX: (336) 767-6556 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE 1-57 I SECTION 1 - I 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 Tributary Load Width 'W' = Upright Spacing 3'4" 1 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 1 9'-0" Allowable Height'H' / bending'b' or deflection'd' 2" x 2" x 0.044" 8'-0" b T-3" b 6'-6" b 5'-11" b 5'-6" b 5'-1" b 4'-10" b 2" x 2" x 0.055" 9'-1" b 7'-11" b 7'-l" b 6'-5" b T-11" b 5'-7" b 5'-3" b 2" x 3" x 0.045" 11'-3" b 9'-9" b 8'-9" b1 T-11" b 7'-5" b 6'-11" b 6'-0" I b 2" x 4" x 0.050" 12'-5" b 10'4" b 9'-7" b 8'4" b 8'-1" b 7'-7" b 7'-2" b Self Mating Sections Tributary Load Wid ' = Upright Spacing 3'-0" 4'-0" 1 5'-0" 6'-0"1 T'-0" 1 6%0" 1 9'-0" Allowable Height'H' I bending b' or deflection'd' 16-11" b 14'-B" b 13'-l" b b 11'-1". b 10'-4" b 9'-9" b 2" x 5" x 0.050" x 0.100" 20'-11" b 18'-l" b 16'-2" b 14'-9" 13'-B" b 12'-10" b 12'-l" b 2" x 6" x 0.050" x 0.120" 24'-2" b 20'-11" b 18'-9" b IT-l" 15'-10" b 14'-10" b IT-1 1" 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'-B" b 15'-9" b b 31'-4" b 28'-1" b 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 24'-10" b 1 23'-0" b 1 21'-6" b 20'-4" b 2" x 9" x 0.072" x 0.224' 38'-2" b 33'-0" b 29'-6" b 26'-11" b 24'-11" b 23'-4" b 22'-0" b 2" x 9" x 0.052" x 0.310" 41'-10" b 36'-3" b 32'-5" b 29'-7" b 27'-5" b 26-8" b 24'-2" b 2" x 10" x 0.092" x 0.369" 50'4" b 43'-7" b 1 38'-11" b 35'-7" b 32'-11" b 30'-10" b 29'-1" b Snap Sections Tributary Load Width NV'= Upright Spacing 3'-0" 1 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 1 9'-0" Allowable Height'H' / bending'b' or deflection'd' 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 T-10" b 7'4" b 2" x 4" x 0.045" 15'-7" b 13'-6" b 12'-l" b 1l'-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 1 T-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". 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. ures 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) 757-65W PAGE COPYRIGHT 2004 1 -5S 1 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 1.4 Allowable Post / Girt / Chair Rail Spans, Header Spans & Upright Heights for Secondary 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 # I sq. ft * A. Sections As Horizontals Fastened To Posts With Clips Hollow Sections Tributary Load Width 'W' 3'-6' 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-8" Allowable Heights 'H' / bending W or deflection 'd' 2" x 2" x 0.044" 6'-10" d 6'-6" b 6'-l" b 5'-9" b 5'-6" b 5'-3" b 5'4" b 2" x 2" x 0.055" 7'-3" d 6'-11" d 6'-B" b 6'-4" b 6'-0" b 5'-9" b 5'-6" b 3" x 2" x 0.045" 7'-9" d 7'-5" d 7'-1" d 6-10" d 6'-7" b 6'4" b 1 5'-11" b 2" x 3" x 0.045' 9'4" b 8-4- b 8'-3" b 7'-10" b 7'-5" b 7'-2" b 1 6'-9" b 2" x 4" x 0.050" 10'-3" b 9'-7" b 9'-0" b 8'-7" b 8'-2" b 7'-10" b 1 7'-5" b Snap Sections I Allowable Heights 'H' / bending'b' or deflection 'd' 2" x 2" x 0.044" 1 7'-6" d 1 7'-2" d 1 6'-11" d 1 6'-8" b 1 6'-4" b 1 6'-1" b 1 5'4" b B. Sections As Horizontals Fastened To Posts Throuqh Side Into Screw Bosses Hollow Sections Tributary Load Width'W' 3'-6' 1 4'-0" 1 4'-6" 1 5'-0" 5'-6" 6'-0" 6'-8" Allowable Heights 'H' / bendinA-5--b 2" x 2" x 0.044" 7'-9" b 7'-W b 6'-10" b 6'-6" b11" b 5'-7" b 8'-5" b 7'-11" b 7'-5" b 7'-1" bb 6'-1" b 9'-3" b 8'-8" b 8'-2" b 7'-9" bb 6'-8" b 2" x 3" x 0.045" 10'-5" b 9'-9" b 9'-2" b 8'4' b11" b 7'-7" b 11'-6" b 10'-9" b 10'-l" b 9'-7" bb 8'-4" b Snap Sections Allowable Heights 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-2" b 1 8'-7" b I 8'-l" b 1 7'-8" b 7' 4" bT 7'-0" b 1 6'-B" b For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specifications for tables page at the beginning of this section and example below. Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0,040". 2. Using screen panel width 'W select girt lengths. 3. Site specific engineering required for pool enclosures over 20' in mean roof height. 4. Span is to be measured from center of beam and upright connection to fascia or wall connection. 5. Chair rails of 2" x 2" x 0.044" min. and set aQ 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. 6. Girt spacing shall not exceed 6-8". 7. Spans may be interpolated. IF HEIGHTS 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) 767-65W I . NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE 1 -59 I SCREENED ENCLOSURES I SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam Splicing Beam Size Upright Size Minimum Purlin, Girt Knee Brace Size" Deck Anchors Notes Minimum Number of Screws' Beam Stitching Screw @ 24" O.C. 8 x 10 x 12 x'/." 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 6 4 4 2" x 4" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 8 6 4 8 2" x 4" 2" x 4" 2" x 2" x 0.044" 2 Full Lap 8 6 4 10 2" x 5" 2" x 3" 2" x 2" x 0.044" 2 Full La 8 6 4 8 2" x 6" 2" x 3" 2" x 2" x 0.044" 4 Full La 10 8 6 10 2" x 6" 2" x 4" 2" x 2" x 0.044" 4 Partial La 10 8 6 10 2" x 7" 2" x 4" 2" x 2" x 0.044" 4 Partial La 14 12 10 12 2" x 9" 2" x 6" 2" x 3" x 0.045" 6 Partial LaD 18 16 i 14 14 2" x 10" 2" x 8" 2" x 4" x 0.050" 10 Partial LaDI 20 16 1 16 14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5116" 5/8" 2" x 7" x 0.055" x 0.120' 1/16" = 0.063" 10 3/8" 3/4" 2" x 8" x 0.072" x 0.224" 1/8" = 0.125" 12 1/2" 1" 2" x 9" x 0.072" x 0.224" 1/8" = 0.125" 14 or 1l4" 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 1/2 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 112 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". C Table 1.7 Minimum Size Screen Enclosure Knee Braces and Anchoring Required Aluminum 6063 T-6 Length Extrusion Anchoring System 0' - 2'-0" 2" x 2" x 0.044" 2" H-Channel With 3 #10 x 1/2" EACH SIDEPBrace2" H-Channel With (4) 314" long screws size to be determined by beam size, see table 9.6) To 4'-6" 2" x 4" x 0.044" x 0.12" gee Table 1.6 For Number And Size Ut Screws Note: 1. For required knee braces greater than 4'-6" contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6". Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE CC) COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1-61 tft— r BOUNDARY AND LOCATION SURVEY PREPARED FORT ALAN AND SANDI FRYE / CROWN AND COMPANY / WELLS FARGO HOME MORTGAGE / MAHAFFEY & LEIPCH SEE PAGE 1 FOR COMPLETE BOUNDARY SURVEY AND LEGAL DESCRIPTION. 3r vII1[ c Is, ZIBE a DUN= -Own LASEllNT T — (5----'-------------------------------- —_, J — W a 49.9) aA 530,4> cso.a 50. ca.J : d ! 2 STORY RUIKNZ FLOM LLEVATM3" st.>'. St.B, AND 53.9 Issn.» cso.» NOTE.- THIS AREA' IS ENTIRELY OUTSIDE OF THE 100 YEAR FLOOD PLANE PER FEMA MAP 12117CD045E.'AND PER GROUND ELEVATIONS IN THIS AREA. csan i ELEVATIONS SHQWN AS - (0.0) "ARE BASED UPON SEMINOLE COUNTY DATUM. SURVEYOR'S"NorEs ~__ PATRICK K. VANDERWYDEN, PLS 1) 1Aapi Scoria MMID eY C:JtllL TTS t1lan MAT K 1131101 To ku rfaUL tAetINTU ITICNNOe. nlar 11wlMs-a-1 Ar ot IN OM Lea" WmAlp " V/4 NOi LAND SURVEYING SERVICES a) iiuut il wtaw ii i Ta i c' T` M ii I m v"T t l sum. 6419 ViNELAND ROAD 3 bic aac a o++t ,vti rsA OR:ANDO. FLORIDA 32819 All Mo1Lt +o/oR ARwae A iN"'--ac bnus. E oATE lt i--===-- aY• ._.- s ua a:waaowso • rtaavcscxrs .n/s +xtxemtttna outrat or tna tnTT uycs Allt nor 4ocano uMttes Mons. s) auswx,r;.ays w 7e s aflAw nt Ant MOT vAus wets! taela5sia xtTr a wssa sfx. AtIKNATIOM L1 vEKAteaAteavta4a LA ,.titL17 ATt"! li7 s itT 5tet Jtr ao4 e e. o ttn otea rT oM .u T : RAT C,i a s,t'° ees W e<tt) ATRICK. K. V4NOERWYDEN..t'5 u iLpw D DL a : aoa me w • CDMSMR vorvn T to*•'=comic" FLORIDA. REGISTRATION 0 515+1upseM 'Am-mi eowc. - rf Azft • ALVAUT V.VtMCMT eo rsa rou tJM , n rt-o-+r r o L = ocx ma w , V?A v R l CER. tf* THAT TEAS SURVEY 1AEETS 1AINI U14 TfCHNiCAI we ( anw e r mW sews T lWJ) STANDARDS • FOR LAND•, SURVEYORS: CHAPTER 61 G17-6 c- r-if-ra o+!:r. -ss, rs r-• rs.a:••i-•a L.vu=. CHAPTER iii, a