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HomeMy WebLinkAbout213 Friesian Way6-02-203 10:3041-1 FRO' 1 � &-- z – C_`� i D. 1 Permit P : — v Gs— Description Job Addre>,. _....! . ••��,, ies�_ a•n of Work L&r &4is Historic District: Zoning: CrfY.OP SANF014D P$R.-ATT APPLICATION value of Work: r Permit Ty e: Buildi " Mccincal Mechanical Plumbing Firc Sprinkler/Alarm Pool _ Electrical: Ncw Sctvice – N of AMPS dditiotVAlur Chwige of Service _— Temporary Po1c Mechanical osidcntia, Ton -Residential Replacement New (Duct Layout & Encrgy Cak. RcgWrtd) Plumbing/ N ereial: # of Fixtures tf of Water 8t: Sewer Lines M of Gas Lincs . PlumbioWNew Residential: # of Water CIc*cts Plumbing Repair – Keaidentfal or Commercial _ Occupancy'l'ype:.Rcsidcntial Cornua cial Industrial Total Square rootage: Construction Type: ik of stories: li or Dwelling Unita: Flood Zone: (FEMA form required for other than X) Parcel M: 19 —� J I Owners Name & Addmo; _ Phoac die Fat; "Tv f 7 I ontact Perron: Bonding Company. Address: _-- Mortgage Lender: (Attack Proorof Ownership & Lc;al Description) Phone: 7u / � Stott License N Address: Architcc%/Engiaterr Phone: Address: Fat: AppliCstion 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 imuonce are permit and that all work will be performed to meet standards of all laws regulating eoostnntion in this jurisdiction. 1 understand sisal a separate permit must be secuted for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFtiI_QAW); I Certify that all of :he forgoing informaiinn is accurate and that all work will be done m :omphanoe with all applicable laws regulating mos,ruction and coning. WARNINGTO OWNER: YOUR FAILVRE TO RECORD A NOTICE OF COMMENCEMENT -MAY RESULT IN YOUR PAYING TWICE FOR IMPROVirMENTS TO YOUR PROPERTY. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A1`fD9NRY BP.FORF. RECORDING YOUR NOTICE OF COMMENCEMENT. N 'TICF'.: to addition to the requirements of this permit- there may be additional restrictions applicable to this property that may be found in the public records of this county, and tlsero may be a4ditioml pem:iu required from other governmental entities such as water management districs, state agencies, or federal agencies. Acceptance of;Krmit is t•crii-goyrthat 1 of lic'Property of the rcquiremegyrV.Vlorida ne &V. tS 713. A 03 ire of Ottner:A a at • $i¢m re ConuacwrlAkatt au ra vwncn e�`i Jc r t t,on, rAge rvame V V Signature of o 4'S• f Florida Date p ,� Signatureof r -tat n ! Io"'In Qf* Be* PA ,y���yMIlpCa/rrlr�rlraM.,rl/�r r,,DDrOM33t)wnerlAgent isr�u J If Knt w�Mc nrpea• �t�tRA4tent is _- craonally Known t c or _ t`roduced tt)t Jrl LX// S v Produced ID.._.... �VPLICJ�'f1UN APPHO�'liU 13Y: BIJg: _ b ' ` %�nJn�: lJulitiec: WCOM111111111110on DDIOO1.33 Intial & Damllnital&Dt nttinl d at etc) of Ii 14,2W? specie: Con;ftium: lint isnomom Doi" Is mom aarnPoo" aaONO low /> # "MME NDRBE9 MEA( OF CIRCUIT COURT 11ENINOLE COUNTY ���✓2.�� To: -MOV(. BK BK O4859 PS 1536 CC?, / C 11 �tC�Rtt�nc �lnrt-IItA1. 4_111.; Cr CLERK'S 11 2603098643 T /O �_ ,V(,. l�/li/ 09140191 AN O - /Jo,t sJo 75. -L NO.1.1(:1;()1� (;()MMI�NC I;n1 N0 FEES LM 3, 7r -2 -BY N Noldtrn V Slate of Florida Comity of Seminole Permit No. The undersi 7'ax Folio Nu. (I'IU) ned hcrcb g y gives notice that inrpruvenrent will be 713, Florida Statutes, the made to certain real propeity, ,and in accul(lancc with Chapter fulling information is providcd in this Notice of Commncnccnicnt. Itll''I 1VN UI' 1'1tV1'I;It'1/�lf�ial dczcription of th operty and sheet address) ERAL DE, Sum," N OF IMPROVEMENT A OWNER INFUItMA•1•IVN Narnc and address i(' 1111trest in Property (Fec,Simple, Parrriciship, NAME AND ADDRESS V1, IFIgl'. ,SIMPIA. '1'1'1.1,1,IU1,1)I; — ) It (II� () I'l llil( '111/1N ()WNI?It) Name and address -- SUItETY (f3ondinp company) ��{: r .i — Narnc and address - CERTIFIED COPY Amount of Bond Name and address , i -20 Persons within the State of) lorida dcsignalcd by Owner upon whore notice or uthcr• documents may be served as provided by Section 7).1.13(1)(a)7., Florida Smtoles. Name and address In addition to himself, Owner dcsignaics or to receive a copy of the Lienors Notice as provided in Section 713(1)(1)), Florida Statutes. �— Expiration Date of Notice of (ormnencemcnl _ __ ('The expiration (late is 1 year from (talc of rccordinY rmless a dilTcrcnt ate is spec iN . . - - - 00 Si}mature of (hon (U M SW to an 1 Sc ►c hcrorc -•------- flay (i��-, zuv3 . -—•--•-_--_.-- My (:omolission 1M;xpires: B�dry �a Notary rnhlic----=--�-- DirMYConwnhalon001e01a3 Exgrea Fobrryry 14. ZOQ► '1'hc foregoing instrument was acknowlc,l}(cd hcli►rc me tl►is �(S% ac -?Olt 421; day of _ �(/% ---> Zt) (D3- by name of person acRnow ,who is personally known to ere or who has prod, cd ( ► �'S —��5 pe of i,lcolilicali n) as incntilication and who did/did not take an oath. PONVER OF ATTORNEY DATE: I hereby name and appoint �� �/� of Affordable Screen & Patio. Inc. to be my lawful Attorney -In -Fact to act for me and apply to the It � OCIiBuildinQ Department for a permit for work to be performed at a location described as: Parcel ID Yb Lot Block _ Subdivision: �rea`,g Ur6 e, S rn ".`,' + X13 ` I-ws�` Idress W Job (Owner of Property & address) and to sio-n my name and do all things necessary to this appointment Type and priAt name of Certified CWractor Signature of Mified Contractor v The foregoing instrument was ackno\vIedged before me this��:' O�'O�y �n who personally kno to me: who produced as identification and who did not take an oath. Swte of Florida County of Orange `utary Signature Date46ld1 103 ow � ROPM • • My COMM" on W1 W133 (Sca 1) � oj Eg*n FWnyy 14, ZOC7 Seminole County PropertN Appraiser Get Information by Parcel Number Pa' -,C I of I PARCEL DETAIL ,. ; ..... �.. •. �, ��I��i 0 __ W10.1 '^ c�trsxrs z.;, a'�j' CLYDE$pq�EC}{7 t tilt t<. F<�r+� �!. •'> w �xnroad r•r. ?.�- �' a!i ^ a, r.=_^ air. 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-505-0000- Taxistrict: S1-SANFORD Number of Buildings: 1 0640 Depreciated Bldg Value: $110,885 _ Owner: MC KINZIE Exemptions: DOROTHY J HOMESTEAD Depreciated EXFT Value: $0 Address: 213 FRIESIAN WAY Land Value (Market): $24,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 213 FRIESIAN WAY SANFORD 32773 Just/Market Value: $134,885 Subdivision Name: BAKERS CROSSING PH 1 Assessed Value (SOH): $134.885 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $109.885 SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY WARRANTY DEED 06/2002 04457 0639 $157,500 Improved 2002 Tax Bill Amount: $440 WARRANTY DEED 02/2002 04327 0084 $375,000 Vacant 2002 Taxable Value: $20,800 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage a Depth Land Unit Land Method p Units Price Value LOT 64 BAKERS CROSSING PH 1 PB 60 PGS 27-29 LOT 0 0 1.000 24.000.00 $24.000 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 2.778 2,321 CB/STUCCO FINISH $110,885 $111,442 Appendage / Sgft GARAGE FINISHED / 424 Appendage / Sgft OPEN PORCH FINISHED / 33 Appendage / Sgft UPPER STORY FINISHED / 960 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem ax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. ... /re_web.seminole_county_title'?parce1=18203150500000640&cpad=Friesiali&cpad_num=213&cctr--&ctotal-&cl'parccl=18203150:6/2/03 PLA I OF SURVEY (DESCRIPTION: AS FURNISHED) LOT 64, BAKERS CROSSING, PHASE 1, AS RECORDED 114 PLAT BOOK 60, PAGES 27-29, OF THE, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA nrI N. - l•1. 49'1 T3W 4_ 135 A?' 50.00' 9'17'34" E 1.4' OFF J0 rim 1/2- IRON ROD 10' UTILITY EASum6i', I \ NO ID (06-09--02) -I ------ -�_ I: J_. ie.o' 1 I O 3' r,/W I Ir � �GONCRC if'. I r2..•OnlYEwn?- 17 I 4 Nr IV::. • I 51 W �^ Lp 1_O 1r 65 N W N O^ L �`7 FTID 1/2- IRON ROD NO 10 (06-09-07) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMEN13 SET rORTi IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO: .. n 1 7. 7' SANFORD BUILDING DEPT, ---- THESE PLANS ARE REVIEWED AND CON 'ACCEPTED FOR PERMIT. ---- A PERMIT ISSUED SH AAjy 8E CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT COVERED AS AUTHORITY TO VIOLATE, CANCEL. ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE CTIA TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER TRACT A REQUIRING A CORREC- TOR ION OF ERRORS ON THE PLANS, CONSTRUCTION VIOLATIONS (KNOWN AS:) FRIESIAN WAYOTHER OF THE CODES. (rLAITFD AS:) FRIESAN WAY 50' RIGHT OF WAY rERMANFNI CONTROL PoINT 010 PC ..---- -. __--- _ __ _-- _ _ 492.99' -- __ __._._- _. ___. _ _. „I____. 15711' 50.00' 9'17'34" E 1.4' OFF J0 rim 1/2- IRON ROD 10' UTILITY EASum6i', I \ NO ID (06-09--02) -I ------ -�_ I: J_. ie.o' 1 I O 3' r,/W I Ir � �GONCRC if'. I r2..•OnlYEwn?- 17 I 4 Nr IV::. • I 51 W �^ Lp 1_O 1r 65 N W N O^ L �`7 FTID 1/2- IRON ROD NO 10 (06-09-07) NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMEN13 SET rORTi IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO: .. n 1 7. 7' --- RIPI.DINO SE TRACK LINE ---- +5.4+ ---- nIGl1T or WAY I INE COVERED 3Q.70 EXISTING ELEVATION r CTIA ENTRY IB LAND SURVFYItIG DI)SRICSS 1.5 w W1(c) PRM TWO STORY w rERMANFNI CONTROL PoINT CONCRE IF BLOCK PER PI At N A, WOOD FRAME RESIDENCE FND N ,j FINISII FLOOR + t SW ELEVAtION-32.45 < O #213 FRIESIAN WAY W O CIIORD IENGTII .n PARKER KALON 1- I50 I I I I I I I L --- ---------j 5' D (NAGE EASEMENT N 89'17'34" W 50.00' NOT PLAT TED PER TEAS PLAT DRH TITLE COMPANY OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE CO. OF PENNSYLVANIA — DOROTHY J McKIN7IE CH MORTGAGE COMPANY, I, LTD. NOTE: TATS BOUNDARY SURVEY MEETS 111E MINIMUM IECIINICAL STANDARDS SET rORHI IN CHAPTER 61617-6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. I HAVE EXAMINED 1HE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. FLEVARONS SHOWN IIEREON ARE BASED ON SFMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 64 BEING 5 89'17'34' E PER rLAT. (FIELD DATE:) 06-9-02 REV CERTS 06/12/02 SCALE: 1 - 30 FEET _ ArPROVCD BY: -JKE ._.- ASM32902 .TOB NO. ------ -- DRAWN BY: FINAL 06-09-02/CC FORMBOARD 02-26-02/UB MODEL CHANGE 12-13-0I JI MODEL CHANCE 11-16-01 .ITV PLOT PLAN 6-18-01 RD LOT FIT 5-2-01 JML LOT 63 -ay 1116" k 4-6) <90 X l� P R M I T # LE OFFICE, copy AM ERICAN SURVEYING & MAPPING-) CER TIFICAIION OF AUHIORIZARON NUMBER LRI/6393 320 EAST SOUH1 STREET, SHITE IRO ORLANDO, FLORIDA 32001- (407) 426-7979 ^ I1 --- RIPI.DINO SE TRACK LINE ---- - ----- CFN It RI INF ---- nIGl1T or WAY I INE 3Q.70 EXISTING ELEVATION r CTIA CONCIIF IE IB LAND SURVFYItIG DI)SRICSS 1.5 LAND SURVEYOR PRM PERMANENTRErrITENCE MONUMENT PCP rERMANFNI CONTROL PoINT (r) PER PI At M) MEASURED FND FOUND C/W CONCRETE WALK SW SIDEWALK CP CONCnETE rnD c$ CONCREIF SLAB C CIIORD IENGTII rK PARKER KALON AM ERICAN SURVEYING & MAPPING-) CER TIFICAIION OF AUHIORIZARON NUMBER LRI/6393 320 EAST SOUH1 STREET, SHITE IRO ORLANDO, FLORIDA 32001- (407) 426-7979 ^ I1 rN0 PK FIAfL N0 10 (06-00 02) FNO 1/2" 'Roll ROD SAND CAP 1.0 I639.S (06-09-02) CTIA C.r)RN[R NOT ACCE.SSIRIF A OFNOffS LAI TA ANrt[ L DFIIOIF.S ARC tf/1r TH C D DENOIES C11OPO BEAPPIr rC UENOTES POIIIT Or CURVATURE rT DENOTES POINTOF INrE05FCTla1 rRf_ DENOTES POIIIt IX REVEPSr CURJATURr P -I.,0 IS PUNT OF TANC,INCY IYP IYPICAL A/r AIR CONDITIOIIER COW LONCPFTE BLOCK WALL RP RADIUS POINT DO fu OVERHEADUIILITY LIN[ ID IDENTIIIC•A 110. I. TFIE SURVEYOR PAS NOT ABSTRACTED DIE LAND SFIOWN I._N-104 FOR EASEMENTS, RIGHT OF WAY. RESTR!r IIONS OF RECORD WFIICII MAY AFFECT DIE NTLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SIi0Wfl 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL Or A FLORIDA LICENSED SURVEYOR AND MAPPER. A". FOR R11 JAMES K. £KERN, PSM #5899 DATE 40 �-Z G 2 Ll 1� , ,-Z 3 S u b Atom f -------------- rin L1<.,oz- i Fw SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 INTERIOR BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.3 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.3 (ENCLOSED) 3.3.4 r H HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.4 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.4 (ENCLOSED) 3.3.5 _ HOST STRUCTURE OR FOURTH WALL FRAME - USE BEAM TO WALL DETAIL TYPICAL GABLE.SOLID.ROOF ENCLOSURE—' --j SCALE: N.T.S. 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 I O NOTTO BPIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE 3-1 I SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 'LW` FOR MAX. H' / UPRIGHT HEIGHT (h) VARIES EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.1, 3.2.2 (ENCLOSED) 3.3.1, 3.3.2, 3.3.3 1"x2" MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3-23,24,25j TYPICAL FRONT VIEW FRAMING ' (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS (SEE TABLES) 'LW" LOAD WIDTH FOR ROOF BEAM 'P/2' 'P/2' �F O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) VARIES VARIES NOTES: 'P' VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) w Z �U D] wV) P = PROJECTION FROM BLDG. LW = LOAD WIDTH 1.ANCHOR 1"x 2" OPEN BACK EXTRUSION W/ 1/4"x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1"x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3.SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 150 #8 1 #10 1 #12 #12 + A rTYPICAL.SCREEN-/ GLASS ROOM SCALE: 3/16" PAGE Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX(386)767-6556 © COPYRIGHT 2003 3-2 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 I SCREEN, ACRYLIC,/ VINYL, GLASS & MODULAR ROOMS EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1"x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. ALTERNATE CONNECTION: '2) #10 x 1-1/2" S.M.S. 'HROUGH SPLINE GROOVES 'IDE WALL HEADER ►TTACHED TO 1"x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2- ;.M.S. IDE WALL GIRT ATTACHED 1 " x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ,ONCRETE W/ 1/4" x 2-1/4" :ONCRETE/MASONRY ANCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF :ONCRETE TYPICAL: & ALTERNATE -CORN ER,DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE (366) 767-4774 FAX (366) 767$556 PAGE I © COPYRIGHT 2003 3"16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW I GIRT AND KICK PLATE 2"x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM // MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES RISER PANELS ATTACHED PE CHAPTER 7 HEADER ATTACHED TO POST 1N/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x 2", 2"x 3"OR 3"x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1"x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) I'TYPICAL_UP_RIGHT DETAIL—.�l SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767.6556 O NOT T O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 PAGE3_17 I SECTION 3 I SCREEN, ACRYLIC/ VINYL, GLASS & MODULAR ROOMS 1/4"x 6" RAWL TAPPER ALUMINUM FRAME SCREEN THROUGH 1"x 2" AND ROW WALL LOCK INTO FIRST COURSE OF BRICKS ROW LOCK BRICK KNEEWALL TYPE S ALTERNATE CONNECTION OF I MORTAR REQUIRED FOR SCREENED ENCLOSURE FOR LOAD BEARING BRICK WALL BRICK OR OTHER NOW 4" (NQMINAL) PATIO STRUCTURAL KNEE WALL CONCRETE SLAB W/ 6 x 6 - 1 WIDE x 0.063 THICK STRAP c1 @ EACH POST FROM POST TO 10 x 10 WELDED WIRE MESH FOOTING W/ (2) #10 x 3/4" OR FIBER MESH CONCRETE S.M.S. STRAP TO POST AND _ �► _ - (1)1/4" x 1-3/4" TAPCON TO ° (1) #5 0 BARS W/ 3" COVER SLAB OR FOOTING • (TYPICAL)' BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4"= 1'-0"` 4" MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT.rE a BEFORE SLOPE ALL SLABS) • s _ — I I /° a• _ — e 1 = I I I=1 11=1 11=1 11=1 I I-1 I I_ I I I=1 11=1 I -1 � III—III=1 I I LI r 11IIIF I i I I -1 i 12" TYPE I TYPE II TYPE III FLAT SLOPE /_NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING NOTES: 0=2" / 12" 2" / 12" - V-10" > V-10" 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. -3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING'IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-1/2" (4" NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM _2,500.P.SI-CONCRETE•WITH 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. (SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. SLAB--FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767.6556 IPAG 3-24 I O NOT TO O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF 3'-0"' 3'-0" Tribute Load Width '1M = Puriln Spacing 4'-0" 4'-6" 1 5'-0" 5'-0" I 6'-0" 1 6'-0" Allowable Height 'H'/ ndin 'b' or deflection 'd' Sections 7'-0" 3'-0" 1 X-6 1 Tributary Load Width W - Purlin Spacing 4'-0" 1 4'-0" 1 5'-0" 1 5'-0" 1 6'-0" 1 6'-6 Allowable Height 'H' I bending 'b' or deflection 'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11- b 7-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11' b 10'-5" b 9'-11' b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045'Hollowi, 9'-2" b 12'-9' b 11'-9" b 11'-0" b 10'-5" b '9'-10" b 9'-5"_ _b .8'.-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollows 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7' b 12'-0" b :101'-6" b 11+0" b 10'-8" b 10'-3" b 2" x 5"'x'0:050" S.M.B. 23'-7' b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 117'-5"-b `16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b •18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3' b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'4" b 7'-1' b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2' b 10'-7' b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12:-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind oust at 120 MPH velocity: usina design load of 13 #/SF 6' 6" b 2" x 3" x 0.045" Snap 13'-3" b Sections 3'-0"' 3'-0" Tribute Load Width '1M = Puriln Spacing 4'-0" 4'-6" 1 5'-0" 5'-0" I 6'-0" 1 6'-0" Allowable Height 'H'/ ndin 'b' or deflection 'd' 7'-0" 7'-0" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6'-0" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-0" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7' b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7' b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9" b 6' 6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3' b 9'-9" b 9'-0" b F-11" b 8'-8" b 81 b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b Notes: 1. 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. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214568, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3"39 SECTION 7 1 SOLID.ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD )OD SCREW (2) PER RAFTER OR TRUSS TAIL. #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C.. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4"x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3"= 1'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL EXISTING FASCIA #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES - ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3"= 1'-0" NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 7-4 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS 0.024"x 12" ALUMINUM BRK MTL RIDGE CAP VARIABLE HEIGHT RIDGE BEAM EXTRUSION ROOF PANEL 1/8" x 3" x 3" POST OR SIMMLAR PANEL ROOF TO RIDGE.BEAM SCALE: 3"= 1'-0"' 0.024"X 12" ALUMINUM BRK MTL RIDGE CAP VARIABLE HEIGHT RIDGE BEAM EXTRUSION ROOF PANEL 2" x SELF MATING BEAM SECTION 7 #10 x 4" S.M.S. W/ 1/4 x 1-1/2" S.S. NEOPRENE WASHER @ 8" O.C. SEALANT #8 x 9/16" TEK SCREW @ 8" O,C. (3) 1/4"0 THRU-BOLTS (TYP.) #8 x 9/16" TEK SCREW @ 6" O.C. BOTH SIDES POST DET--AIL-----7,. #10 x 4" S.M.S. W/ 1/4 x 1-1/2" NEOPRENE WASHER @ 8" O.C. SEALANT #8 x 9/16" TEK SCREW @ 8" O.C. 1/8" WELDED PLATE SADDLE W/ (2) 1/4" THRU-BOLTS #5 REBAR IMBEDDED IN TOP OF CONCRETE COLUMN (BY OTHERS) v ed PANECkOOF TO RIDGE BEAM.@-C.ON,CRETE POST DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214338, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE CQ COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7_15 SECTION 7 SOLID ROOF, PANEL PRODUCTS Table 7.2.2 Allowable Spans for 0.024" Elite Composite Panels for Various Loads Elite Aluminum Corporation Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #2 Density A" r an" r n ma" Pnnwls Glass Rooms Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers •182 3 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang Cantilever All Roofs 100 MPH v23'-4" 26'-1" 25'-3" 22'-3" 24'-11" 24'-0" 14'-9" 16'-6" 15'-11" 17'-5" 19'-5" 18'-10" 4'-0" 110 MPH 123'4" 26'-1" 25'-3" 120'-6" 22'-11" 22'-1" 13'-3" 14'-10" 14'4" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11' 24'-0" 26'-3" 21'-4" 20'-7" 11'-8" 13'-7" 13'-1" 13'-8" 15'4" 14'-10" 4'-0- 123 MPH 21'-5" 23'-11" 23'-1" 18'-6" 20'-8" 19'-11" 11'-4" 13'-3' 12'-10" • 13'-4" 14'-11" 14'-5" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-5" 18'-10" 10'-9" 12'-7" 11'-8" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-1" 11'-3" 10'-10" 11'-3" 1 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" IVA" 14'-7" 13'-6" 15'-1" 14'-7" 9'4" 10'-6" 10'-2" 107" 174" . 11'-3" 4'-0- 14" r AR" r 0.030" Panels Glass Rooms Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182. 3 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span' 4 span Overhang I Cantilever All Roofs 100 MPH 24'-8" 1 27'-7" 26'-8" 23'-6" 26'-3" 25'-5" 15'-7" 18'4" 17'-7" 18'-5" 20'-7" 19'-10" 4'-0" 110 MPH 24'-8" 27'-7" 26'-8" 21'-8" 24'-2" 23'-4" 14'-0" 15'-8" 15'-2" 15'-11" 19'-0" 18'-5" 4'-0" 120 MPH 23'-6" 26'-3" 25'-5" 20'-2" 27-6" 21'-9" 12'-10" 14'-4" 13'-10" 14'-6" 17'-5" 15'-8" 4'-0" 123 MPH 22'-7" 25'-3" 24'-5" 19'-7" 21'-10" 21'-2" 12'-6" 13'-11" 13'-6" 14'-1" 15'-9" 15'-3" 4--0- 130 MPH 20'-10" 23'-4" 22'-6" 18'-5" 20'-7" 19'-10" 11'4" 13'-4" 12'-10" 13'-4" 14'-11" 14'-5" 4--0- 140 MPH 14'-3" 15'-11" 15'-5" 14'-3" 15'-11" 15'-5" 10'-7" 12'-4' 11'-0" 12'-0" 13'-11" 13'-6" 4'-0" 150 MPH 14'-3' 1 15'-11" 15'-5" 14'-3" 15'-11" 15'-5" 9'-11" 11'-1" 10'-8" 11'-0" 12'-11" 12'-7" 4'-0" A" . An-- . n nIA" Pansle I Glass Rooms Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang I Cantilever All Roofs 100 MPH 31'-3" 34'-11" 33'-9" . 29'-9" 33'-3" 32'-2" 20'-7" 23'-0" 22'-3" 23'-3" 26'-0" 25'-2" 4'-0" 110 MPH 31'-3" 34'-11" 33'-9' 27'-4" 30'-7" 29'-7" 18'-8" 20'-10" 20'-2" 21'-6" 24'-1" 23'-3" 4'-0" 120 MPH 29'-9" 33'-3" 32'-2" 25'-6" 28'-6" 27'-6" 16'-3" 18'-11" 18'-3" 19'-9" 22'-1" 21'-4" 4--0- 123 MPH 28'-7" 31'-11" 30'-11" 24'-9" 27'-8" 26'-9" 15'-10" 18'-6" 17'-11" 19'-2" 1 21'-5" 20'-9" 4--0- 130 MPH 26'-5" 29'-6" 28'-6" 23'-3" 26'-0" 25'-2" 15'-1" 17'-8" 16'-3" 18'-0" 20'-2" 19'-6" 4'-0" 140 MPH 18' 23'-2" 19'-" 18'-0" 20'-2" 19'-6" 13'-11" 15'-7" -1 15'" 1-10" 18'-8" 18'-0" 4'-0- 150 MPH 18'-0"20'-2" 23'-2" 19'-6" 18'-0" 20'-2" 19- 13'-1" 14'-7" 14'-1" 1520'-2" 4'-9" 1 20'-0" 19'4" 4'-0" A" . AR" . n non" P.nnta I Glass Rooms Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang I Cantilever All Roofs 100 MPH 35'-10" 40'-1" 38'-8" 34'-2" 38'-2" 36'-11" 23'-7" 26'-5" 25'-6" 26'-8" 29'-10" 28'-10" 4'-0" 110 MPH 35'-10" 40'-1" 38'-8" 31'-5" 35'-2" 33'-11" 21'-5" 23'-11" 23'-2" 24'-9" 27'-8" 26'-9" 4--0- 120 MPH 34'-2" 38'-2" 36'-11" 29'-3" 32'-8" 31'-7" 19'-5" 21'-9" 20'-11" 22'-8" 25'-4" 24'-6" 4'-0" 123 MPH 32'-10" 36'-9" 35'-6" . 28'-5" 31'-9" 30'-8" 19'-0" 21'-3" 20'-7" 22'-0" 24'-7" 23'-9" 4'-0" 130 MPH 30'-3" 33'-10" 32'-9" 26'-8" 29'-10" 28'-10" 18'-2" 20'-3" 19'-7" 20'-8" 23'-2" 22'4" 4'-0" 140 MPH 20'-8" 23'-2" 22'-4" 20'-8" 23'-2" 22'4" 16'-0" 18'-8" 18'-1" 19'-2" 21'-5" 20'-8" 4'-0" 150 MPH 1 20'-8" 23'-2" 22'4" 20'-8" 23'-2" 22'-4" 15'-0" 17'-7" 16'-3" 17'-11" 1 20'-0" 19'4" 4'-0" Note: Total roor panel wiain = room wtain * wan whin * overnang. Lawrence E. Bennett, P.E. " ELKE 2000TM CIVIL ENGINEER- DEVELOPMENT CONSULTANT Elite Aluminum Corporation P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7670774 Panel Pmducts 1801 N.W. 641h Street FAX (386) 767-6556 Ft. Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 IPAG 7"2Q I O NOTTOBIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I FASTENERS SECTION 9 DRIVE NAIL SPIKE CONCRETE T -BOLT EXPANSION SCREW BOLT fANr.WnR CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT �� OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 GHT 2003 I O NOTT IE REPRODUCED IN WHOLE OR IN PART WITHOUT THF. WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 PAGE O B 9-1 I