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HomeMy WebLinkAbout3502 Palm Way DrPermit # Job Address: Description of Work: Historic District: I ` _. CITY OF SANFORD PERMIT APPLICATION) �l!��y Date: 17^ — VJ &I P91 W Rod t-1 � Zoning: Value of Work: S '/00' Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential 1 Commercial Industrial Total Square Footage: Z Construction Type:y # of Stories: _� # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: GS 91 2 /V��>! ��5� IVU o! LJ ty�oCK (Attach Proof of Ownership & Legal Description) ta�/ Owners Name & Address: [/ PIA / D%,A/ SAIL-dCoR d1_1L . �* Phone: Contractor Name & Address: �ERr State License Number: q Phone & Fax: �%°%— o�%- /SG a Contact Person: �7/�/!� &,1404tFP1 Phone: 9D7' Bonding Company: - ~ _ _ T C�,� %eAN 9 i✓RET co Address: S.. v y Fa 1-' 5gQ v �j ,QA/A Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. C Acceptance of permit is verific on that I wilLnotify the owner of the property of the re ire nts of rida L' aw F 713. r 3 :77 Si nsture of - r-:pier/Age t /D�e ignatur of on Age + Date Print Owoet/Agent's Na ie _ Print Contractor/ gent's Name . Signature of Notary -State of Florida Owner.'Agent is "— Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg:4-4 ` F r �y Zoning: (Initial & Date) Special Conditions: (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 4 0 / C ROSE DR Seminole Cexiniv )4oprriipra4pprviur tllr:Kt i 1 l01 K. Mrs1 SI. Sanford tt. 12771 407669-7506 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 12-20-30-503-0600- Tax District: S1-SANFORD 0010 0010FALK Number of Buildings: 1 Depreciated Bldg Value: $77,826 VINCENT P & 0o Owner: HOLLY M Exemptions: HOMESTEAD Depreciated EXFT Value: $998 Address: 3502 PALMWAY DR Land Value (Market): $18,370 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 3502 PALMWAY DR SANFORD 32773 Just/Market Value: $97,194 Subdivision Name: FLORA HEIGHTS Assessed Value (SOH): $76,701 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $51,701 SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY QUITCLAIM DEED 01/1998 03361 1889 $100 Improved 2002 Tax Bill Amount: $1,056 FEE SIMPLE DEED 09/1978 01187 0177 $100 Improved 2002 Taxable Value: $49,903 WARRANTY DEED 01/1973 00999 1037 $14,000 Improved Find Comparable Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Unit Land LEGAL DESCRIPTION PLAT Units Price Value LEG ELY 100 FT OF LOTS 1 & 2 & WLY 100 FT FRONT FOOT & 85 100 .000 100.00 $6,970 OF SLY 35 FT OF LOT 2 & ALL LOT 3 BLK 6 DEPTH FLORA HEIGHTS PB 3 PG 19 FRONT FOOT & 95 200 .000 100.00 $11,400 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1980 6 1,797 1,749 SIDING AVG $77,826 $85,523 Appendage / Sgft OPEN PORCH FINISHED/ 48 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD UTILITY BLDG 1969 256 $614 $1,536 ALUM CARPORT NO FLOOR 1969 240 $384 $960 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 our next ear's property tax will be based on JustlMarket value. ... /re_web. seminole_county_title?parcel=12203050306000010&cpad=palmway&cpad_num=38/ 11 /2003 Retu'm •to:(enclose Self:addressed i4rn0ed envelope) NOTICE OFCOMM I41f no ll IN 11111111111 IN 1 N1 N 0 s Name: FS 713. 5 r MARYANNE MORE, CLERK OF CIRCUIT COURT Address: u SEMINOLE COMITY m s BK 04963 PG 1395 This Instrument Prepared by: /`� % /j CLERK'S # 2003141932 RECORDED 98/14/2M 10i Qi % AN Address: d RECORDING FEES 6.00 0 RECORDED 9Y L McKinley Property Appraiser Parcel Identification (Folio) Number(s): J7 I O SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA Permit No. NOTICE OF COMMENCEMENT State of Florida County of The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property (include Street Address, If available) f,504? / A,4 r SAY Q /: General description of Improvements A-,% It) Owner U1/I/C,4/L1 Address �i � " ��/V Owner's Interest In site of the. All Fee Simple Title holder (if other than owner) Name _ Address Contractor .AR; $00 M Surety _ C", 4s i le PN Si",R:9 "r e Address �SioUx AA 1--s . S.,%A 9�a5 o Amount of bond $ J060 Any person making a loan for the construction of the Improvements: Name Address Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes'. Name Address In addition to himself, owner designates Of to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration date of Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date I specified). �. yw (,e ( of Owner Y Printed Signature of Owner dan stibsa of NOTARY RUBBER STAMP SEAL 1 p * t1• r3, Q I ��� Swroto abed before me this e:kfA1?hnt is personally known to me. Affiant provided the urp� F llow�pg ty� of iaen�j$cation: �/A _ 1YP Iti% ftnuer # .y ♦ aFPL 3=dW nm 'rant► Ada* &MdfnS Co. b f NU=y s c r- r - EXISTING OF r OPE MERGLASS SCREEN, TYP. 2x2 HEAD X m MuMmull "'i in m 1 1111 HE 3" IINNSSULATED RO I° • 3" INSULATED ROOF 3" INSULATED SLOP ROOF --� DN I/z : I CIA x r x r - N 10 B WALL ELEVATION "B" 8c "CC " SCALE: 1 /4"=1'-0" EXISTING ROOF jj 'l - - v- m 0 n on O Q¢o Of LZ O 0 LLLJ w Q WZ a C� Of U >oo `oz M Q � m 0 Z � w 0 X CK ! a DRAWING N0. 2 2 & ----------- --------I- Is EXISTING STRUCTURE ----------------------- co O N ® M �v Q o --------- U- o Lo ---T --------- cc .� r ®i LEXIST. CONCRETE SLAB - I j O OfN d I I U- � ----------------- ------------- J Z O Z -j OJ W WQ� EDGE OF ROOF �J ' ® ' WZ n-ry Cj ABOVEy� _/ II ¢I_/ II �I_�II AIS./ RI p O 1� fP 181 _/7111 'Y t� � ! YJ "V) WALL LAYOUT PLAN SCALE:1/4"=l'—O" PLAN NOTES: 1. ALL FRAMING MEMBERS HAVE BEEN SELECTED USING TABLES AND CHARTS PROVIDED IN THE ATTACHED SIGNED AND SEALED ENGINEERED DOCUMENTS. 2. DESIGN WIND SPEED OF 110 M.P.N. N � Cil 0 Z � W o CL o ORAWNG N0. I 2 OF 100I FLOfRi[DA 5UILIDING r^C:K EDITION ELITE ROOF PANEL CLEAR SPAN TABLE, OPEN $ SCREENED ENCLOSURES Veloc. & Defl. Defl. Limit 3" .024 3" .032 4" .024 4".032 6" .024 6" .032 8".024 8" .032 Exp. Limit LL 11b 21b 11b I 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 100 B L/ 120 10 14' 0" 16' 4" 16' 2" 18' 9" 16' 6" 20' 3" 17' 0" 20' 11" 17' 11" 26' 6" 19' 6" 28' 3" 20' 5" 31' 4" 21' 10" 32' 9- 100 C, L / 120 11 13' 7" 15' 10" 15' 8" 18' 2" 15' 11" 19' 7" 16' 5" 20' 3" 17' 1" 25' 8" 18' 7" 27' 5" 19' 6" 30' 4" 20' 10" 31' 9" 110 B L . 180 °12' 0" 11' 11" 13' 10" 12' 2" 14' 11" 12" 6" 15' 5" r rr 13 7 19' 6" 14' S" 20' 10" 15' 10" 23' 1" 16' 110 C, L/ 120 13 12' 10" 14' 11" 14' 9" 17' 2" 15' 1" 18' 7" 15' 7" 19' 2" 15' 9" 24' 3" 17' 1" 25' 11" 17' 11" 28' 8" 19' 2" 30' 0" 120 B L/240 9' 5" 10' 11" 10' 10" 12' 7" 11' 0" 13' 7" 11' 4" 14' 0" 12' 4" 17' 9" 13' 2" 18' 11" 14' 6" 21' 0" 15' 2" 21' 11" 120 C L/ 120 15 12' 1 " 14' 1 " 13' 11 " 16' W 14' 3" 17' 6" 14' 8" 18' 1 " 14' 5" 22' 11 " 15 8 " 24 5 16 5 " ' " 27 1 17 7 " 28 4 " 130 B 21 ....._ ......... ............. ........ ........... ............ ..... .................. ....................... ....I ........... ..... ..... _ _............. 130 C L / 120 18 11' 6" 13' 5" 13' 3" 15' 5" 13' 6" 16' 8" 13' 11" 17' 2" 13' 4" 21' 9" 14' 6" 23' 3" 15' 3" 25' 9" 16' 3" 26' 10" 140 B L/ 120 17 11' 9" 13' 8" 13' 6" 15' 9" 13' 9" 17' 0" 14' 3" 17' 6" 13' 9" 22' 2" 14' 11" 23' 8" 15'" 8 26 3 16 9 27 5 150 B L/ 120 20 11' 1" 12' 11" 12' 10"114- 11" 12' 10" 16' 1" 13' 6" 16' 7" 12' 8" 21' 0" 13' 9" 22' 5" 14' 5" 24' 10" 15' 5" 26' 0" 150 C L/ 120 24 10' 5" 12' 2" 12' 0" 14' 0" 11' 8" 15' 1" 12' 6" 15' 7" 11' 7" 19' 9" 12' 7" 21' 1" 13' 2" 22' 11" 14' 1" 24' 5" 140 C*, L / 80 or L/180 r rr 8 6 i rr 9 10 r ,r 9 9 r rr 11 4 qr rr 11 r rr 12 3 r rr 10 3 r ,r 12 8 r rr 10 4 r rr 16 0 r it 11 3 , rr 17 1 ter' 11 a . rr 18 11 r 12 7 1— 150 C* L / 180 30 9' 11" 12' 0" 11' 9" 12' 0" 10' 6" 12' 3" 11' 2" 12' 8" 10' 4" 16' 0" 11' 3" 17' 1" Ill' 10" 18' 11" 12' 7" 19' 10" • NOTE: TABLE CONSIDERS DEFLECTION LIMIT OF L/80 FOR SPANS UP TO 12', AND L/180 BEYOND 12' IN HV -4-Z (PER 2001 FBG 1012.1) ELITE ROOF PANEL CLEAR SPAN TABLE, ENCLOSED STRUCTURES Veloc. 3s3" LL Defl. Limit .024 3" .032 I 4" .024 4".032 6" .024 6" .032 8" .024 8" .032 Exp- 0==-N OR SCREEN -WALLED ROOM IU.N.O_), L/180 FOR FLOR.Iss" 11b I 21b 111b I 21b 11b I 21b 11b I 21b 11b I 21b 11b 21b 11b I 21b 11b I 21b L/180 11' 2" 13' 0" 12' 10 14 11" 13'1" 16' 1 13' 6" 16 8 14' 7" 21 11, 15' 7" 22' 6" 24' 11" 18' 0" 26' 1" L / 240 10' 2" 11' 10" 11' 8" 13' 7" 11' 11" 14' 8" 12' 3" 15' 1" 13' 3" 19' 2" 14' 21' 20' 5" 15' 8" . 22' 8" ' 16' 4" 23' 8" 100 C, L . 180 °12' 0" 11' 11" 13' 10" 12' 2" 14' 11" 12" 6" 15' 5" r rr 13 7 19' 6" 14' S" 20' 10" 15' 10" 23' 1" 16' 17........................................ _.�.. .. _..................... ....................... ............ _.... _._ ._.._................ .............. ......... ........................ ....................... ....................... ................. ..... .................... ._._........ ...... ......... ...... ...... .............. -...... ............. .............._................. 110 B L/240 9' 5" 10' 11" 10' 10" 12' 7" 11' 0" 13' 7" 11' 4" 14' 0" 12' 4" 17' 9" 13' 2" 18' 11" 14' 6" 21' 0" 15' 2" 21' 11" 110 C, L/18 0 9' 7" 11' 2" 11' 1"' 12' 10" 11' 3" 13' 11" 11' 8" 14' 4" 12' 6" 18' 2" 13' 5" 19' S" 14' 3" 21' 6" 15' 2" 22' 5" 21 ....._ ......... ............. ........ ........... ............ ..... .................. ....................... ....I ........... ..... ..... _ _............. 120 B L ! 240 8' 9" 10' 2" 10' 1 " 11' 8" 10' 3" 12' 7" 10' 7" 13' 0" 11' 5" 16' 6" 12' 2" 17' 7" 13' 6" 19' 6" 14' 1" 20' 5" 120 C, L/ 180 9 0 10 n 10 4 12 1 10 7 13 0 10 11 13 5 11 4 17' 0" 12' 3" 18' 2" 12' 1'I" 20' i" 13' 9" 21'26 _................ ........................ .................................. ............ ....................... ..... .............. _. .................._...._..............................................................................................,:�:.a: } 130 B g' 2.r 9r Err 9' 5" 10' 11"! 9' 7" 11' 10" 9' 11" 12' 2" 10' 8" 15' 5" 11' 5" 16' 6" 12' 7" 18' 3" 13' 2 130 C; L/180 r rr 8 6 i rr 9 10 r ,r 9 9 r rr 11 4 qr rr 11 r rr 12 3 r rr 10 3 r ,r 12 8 r rr 10 4 r rr 16 0 r it 11 3 , rr 17 1 ter' 11 a . rr 18 11 r 12 7 1— 140 B,C*; 30 ..... ................. ......................................................................................................._................................................................... : 150 B*,C* L / 240 7' 8" 9' 0" 8' 10" 10' 4" 9' 0" 11' 2" 9' 4" 11' 6" 10' 1" 14' 7" 10' 9" 15' 6" 11' 9" 17' 3" 1,2`'.'``x" 150 B L/180 9 6 9 5 11 0 9 7 11 10 9 11 12' W 9' 10" 15' 6" 10' 8" 16' 6" 11' 2" 18' 47:,:,: Non- 34 .................................... ....................... ....................... ....................... ............... _...... ....... ..... HVHZ L/240 7' 5" 8' 8" 8' 7" 9' 11„ 8, 9"10' 9"9r Orr ill' 1" 9' 9"14' 1" 10' 5" 15' Orr 11' 2" 150 CL./.180 7 8' 8 11 8 9 10 3 9 0 11 0 9 3 11 5 8 10 14 5 9 7 15 5 10 1 17 1 (Non - 4_...._ 1 ..................................._..................................................................................._._ .._...........I....._ ..................... ................ a :........:::....; ' ��:. 5.., HV HL) L / 240 6 11 rr r 8 1 rr 8 0 9 4 rr 8 2 " 10 0 rr 8 5 " 10 4 8' 10" 13' 1 " 9' 7" 14' 0"' 10' 1 " 15' 6" 10' `�"'��`" " . . . NO -IH: 1=052 U-�E IN HVHZ ONLY, CALCULATED PER ASCE -1-98 EPS ROOF PANEL ; SPAN DESCRIPTION: 4' MAX WIDTH INTERLOCKING PANEL EPS CORE I Ib OR 2 Ib EAR SPAN (L) INSIDE TO INSID .024' OR .032' TOP 8 BOTTOM FACINGS (SEE DESIGN NOTES AND SEPARATE PLAN SHEET DETAILS) PANEL DEPTH ADD THK OF WALL FOR TOTAL PANEL SPAN: SEAL JOINT - CONTINUOUS, 0 o o PANEL CAULKING ° ° ° DEPTH ° ° o o INTERLOC<ING GROSS 5ECTION 36' MAX, 25q OF PANEL WIDTH g SIDES • 1rM DNfl11 r M Ntl'Ri+ Or rgYS L � llWIC:O, rl Yp full Mt l! 1!r'CG� M W4l pe •4rr Ynbuf fPABR � 4NC L MM�O PL INSTRUCTIONS FOR TABLE USE VALID dLY WTU RAIEED ENG EER SEAL MAW L. 6EN1CI®O. PE.'PE00�s VERIFY APPROPRIATE ALLOWABLE WIND SPEED FROM LOCAL°F AND BUILDING CODES IN EFFECT FOR THE PROJECT LOCATION < 20 USING 2001 FLORIDA BUILDING CODE, FIND ALLOWABLE =--IT=- ROOF _ITEROOF CLEAR SPAN IN TABLES FOR APF'ROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE WEIGHT SELECTED. NOTES ON DEFLECTION USE: ::ui USE L/120 FOR ALL NON HVHZ FLORIDA ROOT- MEMBERS OVE:1??<3> 0==-N OR SCREEN -WALLED ROOM IU.N.O_), L/180 FOR FLOR.Iss" ROOF MEMBERS THAT SUPPORT NOTHING OR A NON -PLA°aa:;'. CEILING OVER AN ENCLOSED ROOM, AND L/240 FOR F);<< ' RGOF MEMBERS THAT DO SUPPORT A PLASTERED C1W3IIINGkIER w LL::: iY n - _NCLO_D .QOM OPER 2001 Fir' S_1,o'10,1L1 .. z - - 07LJ .R DESIGN CONSIDERATION: : FRONT OVERHANG O/H MAY BE UP TO 3' WITH VALUES A. !ADAL D TABLE LENGTH � WALL WIDTH , O/H FOR TOT: F?A4W ...... ) UNSUPPORTED SIDE OVERHANG 15 25% OF PAN iUI1Tk41£�'2'IGR 4 _>I ROOF C ROOF K...., PITCH TO BE I/4' PER FOOT MIN 3' -=EGIAL 'SITE SPECIFIC' SEALED ENG! NEER 'A I;IZ GUIRED IN ORDER TO DEVIATE FROM LOADS, DEFLEGV-:1V' s ;0iy$ LINEAR INTERPOLATION OF THE TABLE IS.]yt?+vk#.:i:t:JltalrAGT T='S ENGINEER FOR ALTERNATE SPANU# AZIC'pS�E� >:'.: TABLE VALUE C==_N a SCREENED D ENGLOSU E S NON-HVHZ CALCULATIONS SAS b.. CN 20 #I`FBG TABLE 2J�= ISQ#rl tw= Y04D5, 1=0.11, 10 PSF MIN L# L �P fi "V, -E CALCULATIONSA - d 8 $�#�, (�N. A^�G� � 98 UPLIFT, 15' MRH >��#_,�?$�_ ^;` COOP AREA, M11FRS:>^r�1<1l (30 DEFL LIMIT TO 12'5!# 1 1^ LIMIT BEYOND 12', 30 PSF:_t V.=1.F v l38TA[NED FROM STRUCTURALF'i2fir"�"{ # RIVED FROM CE� RTIF'E r T11:# VVPTS ON 21-5 ELITE COMPCSITE 'OTHERS. Y-s:u: "tlip ROOF PANELS WERE DERIVE@NF1 AAF PUBLISHED AV=RAGES a I Ib a 21b CORE RE DERI✓�D FRG! r ...r -AL" DATA a ExTRAPOLATiON -RCM _µ ??CSR -r ON:::3', 4', a 6' PANW1 5 AXsi"St f dk v U-:iATED DEFILE CTsC t Fr M. TES T NNG OR MAX MUM MOI E\' TEST': . aS'N �> H 16 i�ARL3E3�E]J<TO 3003-i-�154 (F'c=11rc5i ULT, v ELD =-A^ LOAD I$ -CR LIVE LOAD VALUES --ROVET ' a SUBTRACT i'J icOM3 fs�L#FT.?�x5,t�1SL:ATIONS _-- - Y --_ 2001 FBC i��i"a 1.5 F 3�E���21PTION OF OFE, PARTIALL . ENCLOSED, a NGLOSED:A5 APPLICABLE. RAL NOTE ONLY VALID Il)C3EKSIGNED AND SEALED BY -FRANK L. BENNARDO, PE. THIS :,.... _ .T.` T CON .,4.kN A =D LIT STAMP OVER THE ' F - $.. R_ � E R _PLAN AGE CR IS NOT VA' 'I-` FOR :;' ' '.�:: ";;� _ � � USE. UY. .q -A IONS, AOINTICN5, HIGHLIGHTING, OR OTHER MARKING5 TO THIS DOCUMENT ARE NOT ? # ... D AND.:: I%#tl €IDATE OUR CERTIFICATION. : 18 SPEGIFf#�.FS...... 1 1 DESIGNED AND SHALL BE FABRICATED IN ACCORD^=\CE WITH THE lYiUlc" 4TH {# 01 FLORIDA BUILDING CODE. CONTRACTOR SHALL INVES-':G--ATE AND AL BUILDING CODE AMENDMENTS WHIGN MAY APPLY. DES:'G-V CRITERIA si. . LIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENG-:NEERiNG. _ _ _ :...' 3:.. w .. HACAREFULLY GONSI R ^ I �i`�#T'1nkCTC3R SHALL DE POSE BLc IMFCSING- LOADS Gni �c..Cr #ff i'J£3:t":T1i#"3t LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER {A. THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED :54>:Eti` +*�F,vIONAL ENGINEER. 4Jw`L"5}"fF#Fc ROOF AND WALL MEMBERS SHALL BE CONSTRUCTED USING- TYPE 3003-H154 aNiNi:FACINGS, (1) OR (2) PG -r A5TM C-578 CARPENTER BRAND EPS ADHERE TO ALU11INUM :;�Fa- 0 WI T F1 ASHLAND CHEMICAL 2020D 150 GRIP. FABRICATION TO BE BY ELITE PANEL ONLY IN ACCORDANCE WITH APPROVED FABRICATION METHODS. 5) E ': -ER SEAL AFFIXED HERETO VALIDATES DESIGN OF SPAN CHART VALUES AS SHOWN ONLY. USE OF THIS SPECIFICATION BY ELITE, et al. INDEMNIFIES AND SAVES HAR"iLE55 THIS ENGINEER FOR ALL COSTS AND DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING- FROM MATERIAL FABRICATION, SYSTEM ERECTION, AND CONSTRUCTION ="CTICES BEYOND THAT WHICH 1.5 GALLED FOR BY LOCAL, STATE, AND FEDERAL CODES AND FROM DEVIATICN5 OF THIS DETAIL. (2) EXCEPT AS EXPRESSLY PROVIDED IN THIS DETAIL, NO CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. THIS DO LT'ENT 15 THE PROPERTY OF FRANK L. BENNARDO, P.E. AND SHALL NOT BE REPRODUCED OR MODIFIED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FR"N< L. 50-NARDO, PE. Building Innovation ELIT E Panel Products', CODE AMEN0I4/I/02 SHEET: 1 OF I 44 CONNECTION TO STRUCTURE: ELITE I�OOF/SCFEE 1 WALL �>�STEF FLAN SHEET ROOF PANEL ONSKl'TEK9GREW.APPA •••• •�•••��•.. p CORNER A (1) • MID -LENGTH, U.N.O. WOOD OR CONCRETE ON SKYLIGHT PROD. APPROVAL ACCESSORIES PRESSURE SENSITIVE" ROOF/SCREEN WINDOW WELD MILAW LT�Do, *AMD py EN ffER SEAL SKYLIG FLASHING TAPE W �O''i reee4�e4e 1/4' LAG BOLT 6 12' O.G. 4 ENDS TO 2' SOUND �/ FASCIA. ENSURE FASCIA IS SECURELY I OUT DOME FASTENED TO EACH RAFTER WITH (1) 1/4' X 3' 0 0 0 0 0 0 o Q� 6 \\ PD oo ° ° ° O° O LQ LAG MIN. CENTER LAGS TO RAFTERS. ENSURE o 0 1 1/2' MIN. PENETRATION PRE -DRILL HOLE TO 024' FLASHING °� \ Q� RECEIVMG AVOID SPLITTING CONCRETE SEALED TO WALL SA CHANNEL ROOF PANEL Q OR FILLED 3/4 • (TYP) ORc MASONRY • 12' EA. SIDE 24'X 48'MAx SKYL IGNT CARRY A \ SKYLIGHT OPEN o ELITE EXISTING \ BEAM Rt lI 5 4Fr 1/41 x o EP -23 5TRURE \ /x \ O ER TAPGON 00 0 (BY jrOTHERS) \ ^Q \ W 2' 4 4. FROM ENDS \ BAL 1B 15'o o \ O O / MAX. OC. o \\ Q W � A U o / fq LK I X 2 OPEN TO AM (�/ Z = J -7 W LLL z W ELITE STRUCTURE WITH \ FAN BE Q LL �/ z 2' NOMINAL STRUCTURAL W FACIA MINIMUM EP -23' X 1 J' EMBED \ CONDUIT FAN Z Z � W '7 • NOTE: USE HILTI CARBON STEEL Y4' BOLT DIAM. TAPCONS OR o14 \ suPPORT 2' x 3' Z W X z '' LU w *12 x Y/4' SMS o II' O.G. (4) PER 4' PANEL T 4 SLEEVE ANCHOR TO HOLLOW BLOCK AT SAME X I }' EMBED ° A L mSI ES RE 111 n O QX z B. ADD (2) SMS 2' 4' FROM EACH SPACING OR USE X SPACING FOR TAPCON WOOD SCREWS o WIRING 4 FAN Ll I LL Q LL ENCLOSURE END T 4 B. HEAVY ADHESIVE FASTENERS 4 PLACE (3) AT EACH END 2' FROM 4' FROM ENDS 4 INTEGRITY BY Z 2 Q (z z m CAULK TOP 4 BOT CONTINUOUS END, 2' APART 24' MAX O.G. OTHERS a/ W Q Z:3 O LL LL LL SECTION AT COL. PER LL ELITE BEARING COLUMN ENCLOSURE TO CONGRETE SCHEDULE EGUTTER E3 DECK ANCHORING DETAIL (OPT.) $12 SMS a 16' TYP. T 4 B COLUMN 36' MAX WIDTH X 2'x3' ANGLE EACH SIDE OF COLUMN 80' HIGH SCREEN 2' X VARIES DOOR: 1 X 2 FRAME, 0 0 ° o o ° o SEE TABLE WITH (2)1/4' TAPGONS EA ANGLE TO o ° ° ° ° o ° o ° SLAB PROVIDING 13/4' MIN. EMBED. KICKPLATE, AUTO ° ° o o ° o 0 o ° o o ° ° 1/4' TAPCON CENTERED 4 11/7' APART 4 (3) •14 CLOSER COL. PER ° I J' EMBED SMS TO COLUMN NOTE: ADD SCHEDULE ° 0 0 0° o 0 0 ° o ° ° ° ° o ° 0 0 0 0° o 0 o TO CONG SECOND ANGLE BEHIND FOR 2x6 24' D.G. TYP. COLUMNS 4 LARGER, ROOF SPANS 2 X 2 BOX AS CARRY BEAM GREATER THAN I6'-0', AND UNDER NON -PRIMARY COLUMN ALT: 1/4' THRU 5OLT5 (SEE 51TE SPEC) o ALL INTERMEDIATE CARRY BEAMS DOOR SUPPORT ONLY 2 x 2 WITH I x 2 GORNE 2 X 2 CHAIR RAIL 12'-36' (e ROOF 4 G.B.) a BETWEEN PRIMARY FROM SLAB 24' O.G. 4 4' FROM 3j6' THRUBOLT, O o° COLUMNS 4 & MAX IN BETWEEN ° O I' X 2' OPEN BACK ENDS TO VxVx.093' CARRY BEAM ° 00 O FASTENERS SET ANGLES (EITHER TO COLUMN BACK 3' MIN. FROM SIDE) B DG D BY O O NOTCH COL. TO SLAB EDGE GENERAL NOTES THIS PLAN NOT FOR USE IN HVHZ AREAS. BLDG DEPT. O FIT BEAMS SNUG / 1) THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT HE ORIGINAL SIGNATURE 4 RAISED SEAL OF FRANK L. USE 1/4' LAG BOLTS 2x2 ANGLE, (3) "14BENNARDO, P.E. 4 MUST HAVE 'ELITE' IN RED ACROSS THE FACE OF THIS DRAWING. AT 6' FROM ENDS 4 SMS EA LEG, EA NEW/EXIST. CONCRETE SLAB 4 FOOTING. MAY BE OVERLAID WITH " ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE 6' O.G. FOR CARRY SIDE OF BEAM OUR CERTIFICATION. BEAM PAVER BRICK PROVIDED ANCHORING CONDITIONS ABOVE ARE 2) THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2001 POST (SEE MET (SEE ADDITIONAL FOOTING ENGINEERING SHEET FOR MORE FLORIDA BUILDING CODE. ANY LOCAL AMENDMENTS 5UPERSCEDING 2001 FBG SHALL BE CONSIDERED IN DESIGN AND MAY SITE SPEC) DETAIL AS REQUIRED) REQUIRE ADDITIONAL ENGINEERING. NOT FOR USE IN HVHZ AREAS. 3) THE EXISTING H05T STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED STRUCTURE AS VERIFIED BY THE PERMIT HOLDER NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. ADEQUACY OF H05T STRUCTURE SHALL BE VERIFIED BY OTHERS. 4) SCREENS TO BE GREATER THAN 60% OPEN ATTACHED WITH ROUND OR FLAT SPLINE. ROOF PANEL CONNECTION SECTION AT ROOF 5) COMPOSITE ROOF MEMBERS SHALL BE FABRICATED BY ELITE PANEL PRODUCTS ONLY IN ACCORDANCE WITH APPROVED FRONT ELEVATION PANEL SIDE FABRICATION METHODS. (o) ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY TYPE 60(23-T6 U.N.O. EXTRUSION THICKNESS PER THIS SHEET, WITH A 1/4' X 4ACIS 24' .-0.0066' TOLERANCE U.N.O. Mid It aF t2 (1' MIN LENGTH -1) ALL PRIMARY MEMBERS AND TENSION CONNECTIONS SHALL BE BOLTED OR FASTENED WITH POP RIATS OR SHEET METAL o °° SEAL JOINT o o ° ROOF SPAN FROM SECURE ROOF ADEQUATELY HOLDING SHALL BE REPLACED. 0 o ° TABLE MIN ROOF '12 5M5 a 16' , CONTINUOUS ° 0 8) FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED WITH I/2' DIAMETER WASHER MINIMIUM UNLESS NOTED. EMBED. CAULKING o ° o o ° PITCH IS 1/4' PER TYP. T 4 B WALLS ONLY -CAULK LENGTHS NOTED ON DRAWING SHALL NOT INCLUDE STUCCO OR FINISH MATERIAL. Building Innovation o o o o FT MAX IS 3' IN 12' ALL SCREW HEADS S) ALL FASTENERS TO BE 2024-T4 ALLOY, NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE ELITE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH5.I.IG, SPECIFICATIONS FOR ALUM. STRUCTURES - SECTION 1, THE ALUMINUM ASSOCIATIONINC., 4 APPLICABLE FEDERAL, STATE, AND LOCAL CODES. ol ° o o o o 0 ° 10) THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT Panel Products Tl'P. BEAM TO CHAIR Ro o AIL o o ° o o b ELECTROLYSIS. o ELITE ROOF II) ELECTRICAL GROUND AND ALL RELATED WIRING AND CONSIDERATIONS TO BE DESIGNED BY OTHERS AS REQUIRED. ° o 0 0 o PANEL 12) ALL CONCRETE FOUNDATIONS SHALL BE F'c•2500 of MIN ON 2000 PSF MIN COMPACTED SOIL, AS DESIGNED BY OTHERS COL PER TABLE ° o ° ° 1' REVISIONS o OR SEPERATE ENGINEERING. ALLOW 3 DAT CURE BEFORE INSTALLING BOLTS. SEE ADDITIONAL FOUNDATION ENGINEERING BY DESCRIPTIONDATE (4) •10 X i' SMS THIS ENGINEER IF REQUIRED FOR PROJECT BY CODE. 13) ROOF PITCH TO BE 1/4' PER FOOT MIN, 3' PER FOOT MAX PROVIDED HIGHEST WALL DOES NOT EXCEED SPECIFIED HEIGHT. 2 X 2 EA TYP. 2 X 2 BOX 14) ALUMINUM MEMBERS IN CONTACT WITH CONCRETE 4 WOOD SHALL BE PROTECTED BY 'KOPPERS BITUMINOUS PAINT' OR MFR CHAIR MIN. EQUAL IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. 15) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY ELITE, ELITE END at al. INDEMNIFIES AND SAVES HARMLESS THIS ENGINEER FOR ALL COSTS 4 DAMAGES INCLUDING LEGAL FEES 4 APPELLATE CAP OR FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, 4 CONSTRUCTION PRACTICES BEYOND THAT WHICH IS NTS -- r VALANCE GALLED FOR BY LOCAL, STATE, AND FEDERAL CODES AND FROM DEVIATIONS OF THIS PLAN. DRAWN I 2x2 ANGLE, (3)'14 1(o) EXCEPT AS EXPRESSLY PROVIDED IN THI5 SPECIFICATION, NO CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. CHE BT: © SMS EA LEG, EA / SIDE OF BEAM THI5 DOCUMENT 15 THE PROPERTY OF FRANK L. B=_NNARDO, P.E. 4 SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT JOB •: © WRITTEN CONSENT OF FRANK L. BEI-NARDO, P.E. SHEET: (C) FRANK L. BENNARDO, P.E. OF 2 ci-p�>=Nd_Illdl I nnl 111"iN I-IFIr71-IT T4F3( F TABLE SOLVES FOR MAX COL HT. I BEAM Veloc & Exp Load PSF) AVG. COLUMN SPACING >> 5'-0" 5-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" .160' 110 B 10 11' 0" 10' 6" 110'1" CB - 1121EA 9' 8" 9-4" 9' 0" 8' 8" ROOF CARRY BEAM PER TABLE 120 B 12 10' 1" 9' 7" 1 9'2" 8' 10" 8'6" 8' 2" T 11" 2x3 SNAP 110 C 130 B 14 9'4" PROVIDE MIN OF 3 15 66" 8' 2" 7' 10" 7' 7" 7' 4" 6'- 4" 140 B 16 8' 8" 18 7'11" 7' 7" 7-4" 7, 1" 6-10" 1 = 0.7610 120 C 17 8' 5" r7'l 7' 8" 7' 5" 7' 2" 6' 11" 6' 8" S = 0.4890 150 B 18 8' 2" 6'- 5" 6'- 1" 7'6" 7' 2" 6' 11" 6' 8" 6' 6" 130 C 19 8' 0" 7'- 11" 7'- 7" 7' 3" 7' 0" 6' 9" 6-6" 6-4" 13 140 C 23 7' 3" 6' 11" 6' 7" 6' 4" 6' 1" 5' 11" 5' 9" 7'- 11" 150 C 26 6' 10" 6' 6" 1 6' 3" 6' 0" 5' 9" 5' 7" 5' 5" 7'- 1" 110 B 10 13' 4" 2' 9" 112'2" 5- 6„ 11' 9" 11-3" 10' 11" 10-7 2x3 SNAP 120 B 12 12' 2" 1' 8" 111'2" 5'- 3" 10' 8" 10'4" 9' 11" 9' 8" + 110 C, 130 B 14 11' 3" 0' 9" 10' 4" 9' 11" 9'6" 9' 3" 8' 11" 1x2 OPEN 140 B 16 10' 7" 10' 1" 9' 8" 9' 3" 8' 11" 8' 7" 8' 4" 9'- 7" 120 C 17 10' 3" 9' 9" 9' 4" 9' 0" 8' 8" 8' 4" 8' 1" I = 1.4550 150 B 18 9' 11" 9' 6" 9' 1" 8' 9" 8' 5" 8' 1" 7' 10" S = 0.7190 130 C 19 9' 8" 9' 3" 8' 10" 8' 6" 8' 2" 7' 11" T 8" 7'- 5 140 C 23 8' 10"18' 9'- 1" 5" 8' 0" T 9" 7' 5" 7' 2" 1 6' 11" 6'- 4" 150 C 26 8' 3" 7' 11" 7' 7" 7' 3" 7' 0" 6' 9" 6' 6" 2x5 LAP 110 B 10 15' 1 " 4' 4" 13' 9" 13' 2" 112'9" 10'- 9 12' 3" 11' 11" 20 SNAP 120 B 12 13' 9" 3' 1" 12' 6" 12' 1" 11' 7" 11' 3" 10' 10" + 110 C, 130 B 14 12' 9" 2' 2" 11' 7" 11' 2" 10' 9" 10' 5" 10' V 2X2 BOX 140 B 16 11' 11" 1' 4" 10' 10" 10' 5" 10' 1" 9' 8" 9' 5" 10'- 2" 120 C 17 11' 6" 1' 0" 10' 6" 10' 1" 9' 9" 9' 5" 9' 1" I = 2.3150 150 B 18 11' 3" 0' 8" 10'3" 9' 10" 9-6" 9' 2" 8' 10" S = 0.9120 130 C 19 10' 111,10- 5" 10' 0" 5 7" 9' 3" 8' 11" 8' 7" 10'- 10" 140 C 1 23 1 9, 11" 9' 5" 9' 1" 8' 8" 8' 4" 8' 1" 7' 10" 9'- 11" 15 0) 26 1 9' 4" 8' 11" 8' 6" 8' 2" 7' 10" 7' 7" 7' 4" 91- 3„ 110 B 10 15' 5" 4' 11" 14-6" 14' 0" 13' 6" 13' 0" 12' 7" 1 8'- 7" 120 B 12 14' 6" 13' 11" 13' 4" 12' 9" 12' 4" 11' 11" 11-15" 2x4 LAP 110 C, 130 B 14 13' 6" 2' 10" 12' 4" 11' 10" 11' 5" 11' 0" 10' 8" 12'- 7„ 140 B 16 12' 7" 2' 0" 11' 6" 11' 1" 10' 8" 10' 3" 10-0" I = 2.0561 120 C 17 1 8 1' 8" 11' 2" 10' 9" 10' 4" 10' 0" 9' 8" S = 1.0240 150 B 18 1"11' 4" 10' 10" 10' 5" 10' 0" 9' 8" 9' 5" 10'- 6" 130 C 19 [2'" " 11' 0" 10' 7" 10' 2" 9' 9" 9' 5" 9' 2"140 81- 91, C 23 " 0' 0" 9' 7" 9' 3" 8' 10" 8' 7" 8' 4" 2x7 LAP 150 26 1" 9' 5" 9' 0" 8' 8" 8' 4" 8' 1" 7' 10" 1 5 110 B 10 Y 18' 8" 18' 1 " 17' 5" 16' 10" 16' 3" 15' 9" 16'- 5" 120 B 12 18' 1" 7' 4" 16' 7" 15' 11" 15' 4" 14' 10" 14' 4" 2x5 LAP 110 C, 130-9- 14 16' 10"16' 0" 15' 4" 14' 9" 14' 2" 13' 9" 13' 3" 14'- 1 1 " 140 B 16 15' 9" 5' 0" 114'4" 13' 9" 13' 3" 12' 10"112- 5" I = 3.9872 120 C 17 15' 3" 4' 6" 13' 11" 13' 4" 12' 11" 12' 5" 12' 1" S = 1.5890 150 B 18 1 14' 10" 4' 1" 113-6" 13' 0" 12' 6" 12' 1" 11' 8" 20'- 10" 130 C 19 14' 5" 3' 9" 13' 2" 12' 8" 12' 2" 11' 9" 11' 5" 18'- 7 140 C 23 13' 1" 2' 6" 11' 11" 11-6" 11' 1" 10' 8" 10' 4" 18'- 0" 150 C 26 12' 4" 11' 9" 11' 3" 10' 10" 10' 5" 10' 1" 9' 9" 16'- 11" 110 B 10 21' 10" 21' 0" 20' 1" 19' 4" 18' 7" 18' 0" 17' 5" 25'- 8" 120 B 12 20' 1 " 19' 2" 18' 4" 17' 7" 17' 0" 16' 5" 15' 10" 2x6 LAP 110 C, 130 B 14 1 18' 7" 17' 9" 17' 0" 16' 4" 15' 9" 15' 2" 14' 8" 22'- 11" 140 B 20'- 6" 17' 5" 16' 7" 15' 10" 15' 3" 14' 8" 14' 2" 13' 9" 1 = 5.8403 120 C 20'- 6" 16' 10" 16' 1" 15' 5" 14' 9" 14' 3" 13' 9" 13' 4" S = 1.9450 150 B V26 16' 5" 15' 8" 15' 0" 14' 4" 13' 10" 13' 5" 12' 11 " !14'- 1 1" 130 C 24 15' 11" 15' 3" 14' 7" 14' 0" 13' 6" 13' 0" 12' 7" ; 4'- 9" 140 C 14' 6" 13' 10" 13' 3" 12' 9" 12' 3" 11' 10" 11' 5" 150 C 13' 8" 13' 0" 12' 5" 11' 11"11 - 6" 11' 1" 10' 9" 1) VERIFY APPROPRIATE WIND SPEEDS AND EXPOSURE (Exp) WITH LOCAL MUNIGIPALITIE5 TO SELECT PROPER COLUMN TABLE FOR USE. TABLE NOT FOR USE IN HVHZ AREAS. 2) COLUMN SPACING 15 HALF OF SPACING TO LEFT PLUS HALF OF SPACING TO RIGHT OF COLUMN (AVERAGE COLUMN SPACIN(fi) 3) THIS TABLE NOT FOR USE WITH KNEEBRACES OR RIGID FRAME CONSTRUCTION. SEE SPECIAL ENGINEERING BT' THE UNDERSIGNED ENGINEER ONLY FOR SPECIAL CONDITIONS. 4) COLUMNS TO BE LATERALLY SUPPORTED EVERY 8' MAX BY 2 X 2 CHAIR RAIL MIN. 5) DEFLECTION LIMIT OF L / 60 USED (PER TABLE 1610.1 OF 2001 FBC) 6) LESSER OF 15i OF YIELD STRESS (18,150 psi) OR ALUMINUM ASSOC. ALLOWABLE TENSILE/COMPRESSIVE STRESS OF 15,000 psi DIVIDED BY 1=0.11 (19480 PSI) (SEE TABLE 1606 OF 2001 FBC) G CARRY BEAT -1 CONNECTION a WALL EPS POLY ROOF 0 1/4' THRU BOLTS 4' FROM ENDS m 24' O.C. 0 0 TO 2'x2'x.OS3' CONTINUOUS ANGLE �- 2'x3'x1%' ANGLE FASTENED TO INSIDE 4 O O BOTTOM OF CARRY BEAM W/ 1/4' T.B. O SIDE, (3)'14 SMS BOTTOM, FASTENED TO CARRY BEAM CBS WALL W/ (3) '/4'x13/4' EMBED (SEE TABLE) TAPCONS OR TO WOOD WITH 014 X 1 }' EMBED WOOD SCREWS EA ANGLE TYP. CARRY BEAM SPLICE DETAIL NOTE: NO SPLICE TO OCCUR IN CENTER 3 OF SPAN. SPLICE FOR BEAMS ABOVE 2 X ro TO BE OVER 5UPPORT5 6' MIN FROM ANY ROOF SPLICE ° ° 0 0 0 0 0 D° ° ° 00 o D° 0 0 0 0 0 0 ° ° (1) 1/4' x 4' LAG 0° 0 0 00 01 0 0 0 °0 0 0 °° o ° 0 ° 0 0 BOLT INTO EACH 0 0 0 0 0 0 00 0 0 00 0 0 CARRY BEAM END 0 0 0 0 0 °�a 0 0 0 0 0 0 00 TOP (4) •14 SMS EA, SIDE OF ° .160' .044' PLATE UP TO 4' C.B, (6) .160' .050' CB - 1121EA SIDE UP TO 2 X 60 o o .160' ROOF CARRY BEAM PER TABLE 2X8 J .012' 2 Xg 34'.012' 1,234-1.012- 6' WIDE X 1/8' TPKACI ALUM PLATE ON EACH SIDE 3' 3'-- LARGER, 32' O.G. 7'- 2" 6'- 11" UNDER 2 X 1. 61- 6" 6'- 1" PROVIDE MIN OF 3 15 7'- 11" OF CARRY BEAM 7'- 1" 6'- 9" SECTION. 6'- 4" 6'- 1" SCREEN COLUMN I (in 41 S (in 3)' 18 7'- 7 7'- 1" (LOCATION MAY VARY) 6'- 5" 6'- 2 EXTfRUSIONS VERIFY FIELD EXTRUSION DIMENSIONS WITH DESIGN DIMENSIONS PRIOR TO USE. ALTERNATE ENGINEERING WILL BE REQUIRED FOR DIMENSIONS LESS THAN THOSE AS SPECIFIED HEREIN. ALL EXTRUSIONS TO BE 6063-T6 2X3SNAP 2X3B0X BEAM BEAM mem' TYP. IM � .055, j I-- 2.0'1 2.0'--I 2 X VARIES LAP BE W -II 20' 1 LAP BEAM WALL TUIr:+cNa=SS�s BEAM 2 TOP SIDE 2X4 .160' .044' 2X5 .160' .050' 2Xro .160' .050' 2x`1 .160' .05"1' 2X8 .234' .012' 2 Xg 34'.012' 1,234-1.012- T 4 B FOR 2x1 OR pU Load 'SIDE' BEAM Velodty&Exposure (SEE QTABLE) (Psf) 8 10 12 ' 14 16 18 20 24 m-'12 11 8'- 11" 8'- 5" 81- 0" 7'- 7" 7'- 4" 7'- 1" SMS c 24' O.G. MAX 6'- 6" 2x3 SNAP T 4 B FOR 2x1 OR 8'- 5" 7'- 11" LARGER, 32' O.G. 7'- 2" 6'- 11" UNDER 2 X 1. 61- 6" 6'- 1" PROVIDE MIN OF 3 15 7'- 11" SETS PER ANY 8' 7'- 1" 6'- 9" SECTION. ANGLES (2192) BOX BEAM WITH ID62', .062', EAVE AND v ID93% .125' CORNER IDl0' Wv SNAP • DEPTH AS 3 X 3 REQUIRED ,0 045' - (2' M.>!.) SQUARE i- TUBE I X 2 OPEN I'r I', 2', 3', 4' -1 1 SNAP • 1 ,045' - SIM: 2 X 5 X.0133' • FOR NON -SNAP 4 BOX BEAM COMPOSITE CONNECTIONS, (NOT SHOWN) USE • 10 X 2' SM5 * 16' O.C. CARRY BEAT- i CLEAR SPAN T74BLE =A= -Aki RCTII IC CAI 4I IP;-nQTS CARRY BEAM TABLE NOTES: Load TOTAL ROOF CLEAR SPAN >> BEAM Velodty&Exposure ' MUNICIPALITIES TO SELECT PROPER BEAM ROW FOR USE. (Psf) 8 10 12 ' 14 16 18 20 24 2) CARRY BEAM LENGTH IN TABLE IS CLEAR SPAN BETWEEN 11 8'- 11" 8'- 5" 81- 0" 7'- 7" 7'- 4" 7'- 1" 6'- 10" 6'- 6" 2x3 SNAP 13 8'- 5" 7'- 11" 7'- 6" 7'- 2" 6'- 11" 6'- 8" 61- 6" 6'- 1" 15 7'- 11" 7'- 6" 7'- 1" 6'- 9" 6'- 6" 6'- 4" 6'- 1" 51- 9" I (in 41 S (in 3)' 18 7'- 7 7'- 1" 6'- 9 6'- 5" 6'- 2 6'- 0" 5'- 10" 5'- 6" 0.879 0.586 20 7'- 3" 6'- 10" 6'- 6" 6'- 3" 6'- 0" 51- 9" 5'- 7" 5'- 3" 24 6'- 10" 6'- 5" 6'- 1" 5'- 10" 5'- 7" 5'- 5" 5'- 3" 4'- 10" 11 8'- 11" 8'- 4" 7'- 11" 7'- 7" 7'- 4" 7'- 1" 61- 10" 6'- 5" 2x3x.070 BOX 13 8'- 5" 7'- 11" 7'- 6" 7'- 2" 6'- 11" 6'- 8" 6'- 5" 6'- 1" 15 7'- 11" 7'- 6" 7'- 1" 6'- 9" 6'- 6" 6'- 3" 6'- 1" 5''- 9" I (in 41: S (i n'): 18 7'- 6" 7'- 1" 6'- 9" 6'- 5" 6'- 2" 6'- 0" 51- 9" 5- 6„ 0 874 0.583 20 7'- 3" 6'- 10" 6'- 6" 6'- 3" 61- 0" 5'- 9" 5'- 7" 5'- 3" 24 6'- 10" 6'- 5" 6'- 1" 5'- 10" 5'- 7" 5'- 5" 5'- 2" 4'- 9" 11 11'- 10" 1 V- 2 1 0'- 7 10'- 1" 91- 9" 91- 5" 91- 1" 8'- 7" 2x4 LAP 13 11'- 2 1 0'- 6 l 0'- 0" 9'- 7" 9'- 2„ 8'- 11" 8'- 7" 8'- 2 15 10'- 7" 9'- 11" 9'- 5" 91- 0" 8'- 8" 8'- 4" 81- 1" 7'- 8" I (in') S (in'). 18 101- 0" 9'- 5" 91- 0" 8'- 7" 8'_ 3" 7'- 11" 7'- 8 7'- 3" 2 056 1 024 20 91- 8" 91- 1" 8'- 8" 8'- 3" 8'- 0" 7'- 8' 7'- 5 7'- 0" 24 1 9'- 1" 8'- 7" 8'- 2" 7'- 9" 7'- 6" 7'- 3" 6'- 11" 6'- 4" 1 1 14'- 9" 13'- 1 1" 13'- 2., 12'- 8" 12'- 2'. 1 1'- 9.' 1 1'- 4.' 1 0'- 9.' 2x5 LAP 13 14'- 0'. 13'- 2" 12'- 6" 11'- 11" 11'- 6" 1 1'- 1" 10'- 9 10'- 2" 1 5 1 3'- 2" 12'- 5" 11'- 9" 11'- 3" 10'- 10" 10'- 5" 1 0'- 2" 9'- 7' I (in'): S (in 3): 1 8 12' 6„ 11'- 91• 1 t'- 2'• 10'- 8" 1 0'- 3" 9'- 1 1., 9'- 7" 91- 1" 3.987 1.589 20 12'- 1" 11'- 5" 10'- 10" 10'- 4" 9'- 11" 9'- 7" 9'- 4" 8'- 8" 24 11'- 4 10'- 8 10'- 2" 9'- 9" 9'- 4" 9'- 0" 8'- 7" 7'- 11 11 14'- 9' 13'- 11" 13'- 2" 12'- 7" 12'- 1" 11'- 8" 11'- 2x5x.093 13 13'- 11" 13'- 2" 12'- 6 11'- 11" 11'-6" 11'- 1" 10'- 9" 10' 2" 15 13'- 2„ 12'- 5" 11' 9" 11'- 3 10'- 10" 10'- 5" 10'- 1" 9'- 7' I (in'): S (in3): 1 8 1 2'- 6" 11'- 9" 11'- 2 10'- 8" 10'- 3 9'- 11" 9'- 7 91- 1" 3.969 1.588 20 12'- 1" 11'- 4„ 10'- 10" 10'- 4' 9'- 11" 9'- 7" 91- 3„ 8'- 8" 24 1 1'- 4" 10'- 8" 10'- 2" 91_ 8" 9'- 4" 9'- 0" 1 8'- 7" 7'- 1 1 1 1 16'- 9' 15'- 1 0" 15'- 0" 14'- 4" 13'- 10" 13'- 4' 12'- 11" 1 2'- 2" 2x6 LAP 13 15'- 11" 14'- 11" 14'- 2" 13'- 7„ 13'- 1" 12'- 7„ 12'- 2" 11'- 6" 15 15'- 0' 14'- 1" 13'- 5" 12'- 10" 12'- 4" 11'- 11" 11'- 6" 10'- 11" I On'): S (in'): 1 8 14'- 3„ 13'- 5• 12 9" 12'- 2" 1 V- 8" 11'- 3" 1 0'- 11" 1 0'- 2' 5 840 1.945 20 13'- 9' 12'- 11" 12'- 3' 11'- 9 11'- 4„ 10'- 11" 10'- 6" 9'- 8" 24 1 2'- 11" 12'- 2„ 11'- 7„ 11' 0" 10'- 7 1 0'- 0" 91- 6" 81- 91, 1 1 1 9'- 5" 18'- 3 17'- 4 1 6'- 7" 15% 1 1' 1 5'- 5" 1 4'- 1 1" 1 4'- 1 2x7 LAP 13 18'- 4" 17'- 3" 16'- 5" 15'- 8" 15'- !" 14'- 7" 14'- 1" 1 3'- 4" 1 5 1 7'- 4„ 16'- 3" 1 5'- 5" 14'- 9 14% 3„ 1 3'- 9" 13'- n" 1 2'- 7„ I (in 4): S (in 31: 18 16'- 5" 15'- 5" 14'- 8" 14'- 0" 13'- 6" 1 3'- 0" 1 2'- 7" 11'- 8" 8.989 2.572 20 15'- 11" 14'- 11" 14'- 2" 13'- 7" 13% 1" 12'- 7" 12'- 1" 11'- 1" 24 14'- 1 1 " 14'- 0" 1 3'- 4" 1 2'- 9„ 12'- 2., 1 1' 6" 1 1'- 0" 0'- 1 " 11 23'- 4" 21'-' 1" 20'- 10" 19'- 11" 19'-2" 18'- 6" 1 7'- 11" 16'- 11" 2x8 LAP 13 22'- 1" 20'- 9" 19'- 9" 18'- 10" 18'- 1" 17' 6" 16' 11" 16'_ 0" 1 5 20'- 10" 19'- 7 18'- 7 17'- 9" 17'- 1" 16'- 6" 1 6'- 0" 1 5'- 1" I (in '): S (in 31: 1 8 191- 91. 18'- 7 1 7'- 8" 16'- 11" 161- 3" 1 5' 8" 1 5' 2 14'- 4 15.62 3.900 20 1 9'- 1" 18'- 0" 1 7' 1" 16'- 4" 15' 8„ 1 s'- 2" 1 4'- 8" 1 3'- 8" 24 17'- 11" 16'- 11" 16'- 1" 15'- 4,. 14•_ 9„ 14'- 2" 13'- 5" 12'- 5.. 11 25'- 8" 24'_ 2" 22'_ 11" 21'- 11" 21'_ 1" 20'- 4' 19'- 9' 18'- 8" 2x9 LAP 13 24'- 3' 22' 10" 21' 8" 20' 9" 19'- 11" 19'- 3" 1 8'- 8 17'- 8" 1 5 22'- 11" 21'- 7" 20'- 6" 19'- 7" 18'- 10" 1 8'- 2" 1 7'- 7" 16'- 8" I (in 4): S (in 3): 1 8 21'- 9 20'- 6" 19'- 5" 18'- 7" 17 _ 1 1" 1 7'_ a" 1 6' 9" 1 5'- 8" 20.84 4.631 20 21'- 0" 19' 9" 18' 10" 1 8'- 0" 17 _ 3" 16' 8" 1 G' 2" !14'- 1 1" 24 1 9'- 9' 18'- 7" 1''- 8" 16'- 1 1" 18'- 3" 1 5'- 6" ; 4'- 9" 1 3'- 7" CARRY BEAM TABLE NOTES: 1) VERIFY APPROPRIATE LIVE 4 WIND LOADS WITH LOCAL Velodty&Exposure Load MUNICIPALITIES TO SELECT PROPER BEAM ROW FOR USE. 2) CARRY BEAM LENGTH IN TABLE IS CLEAR SPAN BETWEEN N 100 B, 100 C, 110 B 11 SUPPORTS. = 110 C, 120 B 13 3) TABLES MAY BE USED WITH INTERMEDIATE (MID -ROOF) = 120 C, 130 B 15 CARRY BEAMS. SEE DESCRIPTION FOR USE WITH 130C 1496 18 INTERMEDIATE CARRY BEAM SPANS BELOW.150 OZ B 20 4) DEFLECTION LIMIT OF L/120 USED (PER TABLE 1610.1 OF 150C 24 21001 FBG) 5)'15% OF YIELD STRESS (18,150 psi) USED IN DESIGN. (LOAD 15 GREATER OF 6) A I' FRONT OVERHANG NAS BEEN USED IN ABOVE TABLES. GRAVITY OR UPLIFT ALTERNATE TABLES NEEDED BEYOND I' OVERHANG. PER CODE) EXISTING STRUCTURE I"IULTIPLE CAF�,Iiz'�' 5E,411 TABLE USE DEFINED: 1 MIE)JR02 C4RRY 5E M i i I i i INTERMED. END CARRY BEAM I N I I I I w CARRY BEAM ROOF CLEAR SPAN 1i I I ROOF CLEAR (ROOF END CASE 1 i i 0 N C Y AM SPAN (MID -ROOF OR SINGLE SPAN I CASE)• LI ROOF)= L2 L _ __1--_1--- 1-_- VALID CKY yJIT41 R61lED EW MEEK 9EAL Nt.uiC L 1511 R O, ►l. T!DO "S rood row ru roe a4.Y Ll r W Q 0 0 OW 0d 6LLI z Q� w��IYz ZW X7 Ww w� pOQ?m LL w 2 Z LL U V IQ ,n u1 PREPARED FOR: ELITE ALUMINUM GORFORAT I ON (8mm) 421-0&02 SHEET: 2 OF 2 t PLAT OF BOUNDARY SURVEY For VINCENT P. FALK, Tfl Legal Description The East 100 feet of Lots 1 and 2: the West 100 feet of the South 35 feet of Lot 2: and all of Lot 3. Block 6. FLORA HEIGHTS, according to the plat thereof as recorded in Plat Book 3. Page 19, of the Public Records of Seminole County, Florida. SURVEY NOTES: 1) The street address of the above described property is 3502 Palmway Drive. 2) The above described property lies in a Flood Zone X. 3) This survey was completed on the ground on 6 January 1998. SURVEYOR'S CERTIFICATE This is to certify to that I have made a survey of the above described property and that the plat hereon is an accurate representation of the same. I further certify that this survey meets the Minimum Technical Standards set forth by the Florida Board of Professional Surveyors and Mappers pursuant to Chapter 61G17-06 of he Florida Administrative Code pursuant to Section 472.027 of the Florida Statutes. CERTIFIED CORRECT TO: 4� L KITNER SURVEYING CENTRAL FLORIDA EDUCATOR'S FEDERAL CREDIT R. BLAIR KITNER - P.S.M. No. 3382 UNION VINCENT P. FALK P. 0. Box 823 - Sanford, Florida 32771 (407) 322-2000 l0 1 20 1 L ,0 , R04G �OK1141 o ' z •�� � • z t to g c K. LIME 5.35 LOT Z a 8 1 J N 8 r 0 J .g Y_ S J 100.00 COV wo00 I / j CAAPORr SHED „n• / 90•+ iti ' F u.e 1-1wI SST' oc Me -r-- �9 i . 111104' � -- a 3 J — Cow& STW a V N O Z00.,,o 100.00 1 St0"'1 s FRAMEREQ. s• _ _ _c w �10 ; p&. PED N 0 Lel PERMIT p3?.�,zl OFFICs"COPY PLANS RFV iEW, '- ')- CITY OF SANF