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HomeMy WebLinkAboutSUBMITTED PAPERSz All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED J ) Date: y/p /Permit �Number: Buil ft§e%rmit A� pplication Planning and Development Services BY Building and Code Regulation Division StLucie C/ '• . County � 2300 Virginia Avenuue,, Fort Pierce FL 34982 . ,V/ Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: - Address: J lnfArg�;floj Blvd. eF4, 3 i( A Legal Description: q! any/JJa H7S ale D t_Ajaa j 17 .-176Ar X or Mai Property Tax ID#: 000`3 Lot No. Site Plan Name: Block No. r Project Name: L Car ol-E S� 6j e.4 � Setbacks Front Back:rRight Side:eft Side: i _ r i7or- Additional worK to bepe orme under tis permit — chieck all t at apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors _ Electric _ Plumbing _ Sprinklers _ Generator — Roof .sf Total Sq. Ft of Construction: &0 Sq. Ft. of First Floor: qt Cost'of Construction: $ Utilities: _ Sewer _ Septic Building -Height: Name ✓h ;a . r Name: 'E-eyy n Address: 31 '•' asi�ti;�fm Company: f~ U&., ' 5.'4r tnvJR �/jC< City: •Q mpl, State: T-II. Address: j City: $, State:5-t•• Zip Code: 39482. Fax: Phone No. '7 7r2 bD R 7 Zip Code: 3rilC�lO Fax: E-Mail: - Phone No. 722` 370- Yg37 Fill in fee simple Title Holder on next page ( if different ; • :.'E-Mail: State or County License: 0 5- from the Owner listed' above) If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLEHOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure is in any Home Owners Association bylaws that which conflict with applicable rules, orandcovenants may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Comm encement.must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Owne gent/ Lessee Signature of Contra r/License Holder STATE OF FLORIDA 1 STATE OF FLORIDA COUNTY OF S� U� c , c COUNTY OF 5fi Cue; e The forgoing instrument was acknowledged before me �4' The forgoing instrument was acknowledged'before me this day of 1! this ftlayofI OG-+OLA 20 iLl by Zio Vv, I VirrYV-i LAkAXV- $- A4 V,-eH1nK (Name of person ackn ledging) I (Name of person acknowledging) 11� . 4ffi� (Signature of Notary Public -State of Florida) Si a of ota is -State of Florida ) Personally Known OR Produced Identification Personally Known OR Pro Type of Identificaitiok_ uced USA KAY ENGEL Type of Identification Produced '••., - eR INM N lorida 'VNOTARY PUBLIC :: . h, - e Commission No. jIATE OF FLORIDA CommissionNo. . — q )My Comm. Expires F D Commission N FF 0 , 201 475 omm# EE153280 .,; �, oo-�,,, �••°nn�•` Bonded Through National Assi Tres 3/24/2016 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED l—a0`l DATE a COMPLETED Rev. 7/2014 I d Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34962 Phone:(772)462.2172 Fax:(7721462-6443 REVIEW COMMENTS 1 PROPERTY INFORMATION Address: 3120 Maravilla Blvd Owner(s): Caroline J York / Tommy M York City / State / Zip: Fort Pierce, FI Parcel #: 2428-601-0189-000/3 Jurisdiction: SAINT LUCIE COUNTY Zoning: AR-1 Lot#: 15 Block: APPLICATION INFORMATION Permit Number: 1411-0272 Stories: Automatic Sprinkler System? No Permit Type: ALUMIN CARPORT/SCR RM - EXIST SLAB CONTRACTOR INFORMATION Contractor Name: Edward S Mckenna Fax Number: 321-727-2270 Business Name: Edward S Mckenna Inc Email: Lisameglio@Cmsmechanic Business Addr: 445 West Drive al.Com City / State / Zip: Melbourne, FI 32904 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Comoleted Date Released FRONT COUNTER REVIEW COMPLETE Lashahna Ingram 11/20/2014 11/2012014 11/20/2014 Comment: ZONING REVIEW INCOMPLETE Lydia Galbraith 11/21/2014 11/21/2014 Comment: PLOT PLAN IS NOT TO SCALE. Comment: BASED ON OUR AERIALS AND MEASUREMENTS THE SETBACK FROM THE PROPERTY LINE TO EXISTING BUILDING IS AROUND 64'. THE PROPOSED CARPORT IS 20' DEEP WHICH BRINGS THE SETBACK TO 44' TO 11/21/2014 PROPERTY LINE. YOU HAVE A MIN. REQUIRED FRONT SETBACK OF WON YOUR PROPERTY. THEREFORE THE PROPOSED CARPORT IS NOT GOING TO MEET SETBACK. WE ARE NOT ABLE TO PROCESS YOUR PERMIT, UNLESS YOU CAN PROVIDE A SIGNED AND SEALED SURVEY THAT SHOWS THERE WILL BE 50'. SETBACK FROM THE PROPOSED STRUCTURE TO THE PROPERTY LINE. ��. QQ Oi l) Yl 2 C w 'TL)Yr L.a� 17 r maraollo� 2ll) NOTICE OF COMMENCEMENT Permit No. Tax Folio No. _oZL�gg—Zol- iil�� b0r7-3 State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal%crptiono�Props nd st��e vhs �; I b n dl 76 ir!/e 76 General description of improvement::/'](e //CY/f7'I `9 /8 �i cay-pz /"F"" Owner Name if the Lessee contracted for the Improvement: Address -51ab /(Y v,//a OlVd• —1 &=4T+' Interest in property: Name and address of fee simple titleholder (if different from owner listed above): Contractor's Name: Ed &V , a Jam, rn� Contractor Address: /-IV/ A'W'( Surety (if applicable, a copy of the payment bond Name and address: _ .d i Lender's Persons within the State of Florida designated by 713.13(1) (a)7., Florida Statutes: Name: - _ _ _ 4d4 Address: In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.13(1) (b. Phone number of person or entity designated by o of bond: Number: Number: number: A 4Z 9b upon whom notices or other documents may be served as provided bySection to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be Before the completion of construction and final paymen contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CON! IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE F1 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TI INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENONG WORK C RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I. have read the foregoing notice of commencement and that the facts stated therein are true to my knowledge and belieF. .� e _ n (Sighature'of owner (Signatory's Title/Office) Officer/Director/Partner/Manager The foregoing instrument was acknowledged asacknowledged before me this day of`^bO 6/201 y� By ©vv�-k l..{�fIL as for zOmwl mxF>O Cm.zm O0r'= o ZX cm 8D ��amz 0j 0� gc)� cx m-Z o r 'c in o � � x 0 Z3 m O O e of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Q '4�1 � Personally known�CorproducedIdentification_ (Signature of Notary Public -State of Florida) (Print, Type, or Stamp Commissioned Name of Nota hlic) LISA KAY ENGEL Type of Identification produced %NOTARY PUBLIC STATMF FLORIDA Comm# EE'f(i3280 -10Expires 3/24/2016 M 0 C � 0 O C A 201. South Indian Rive `''r , —T— y Avenue D Orange Delaware Ave' / 0 � 3 N. L tm (� Virginia Ave _ co 0 i�`O0 - �c Edw Rd Clerk of Court �201 SIndian RiverDr Bee inset below 0 SURVEY NOTES - i_ BEARINGS SHOWN HEREON ARE BASED ON THE NORTH PROPERTY LINE OF LOT 15E BLOCK D AND AND BEARS SOUTH 89=53'-1Y EAST_ 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY AND/OR EASBAIIdTS OF RECORD NO SEARCH OF PUBLIC RECORDS HAS BEEN DONE BY THIS OFFICE 3- THIS SURVEY IS CERTIFIED ONLY TO THE NAMED INDIVIDUALS 4 ELEVATIONS (IF SHOWN) HEREON ARE BASED ON NJLVJI 88 5. LEGAL DESCRIPTION SUPPLIED BY CLIENT_ 6. NO STRUCTURES THAT ARE ABOVE OR BENEATH THE SURFACE HAVE BEEN LOCATED OTHER THAN WHAT IS SHOWN. HEREON. 7. MARVILLA BLVD. R/W AS MONUMENTED AND SHOWN ON DRAWING. & ENCROACHMEt1TS OF UNDERGROUND FOUDADONS. IMPROVEMENTS OR UTILITIES, NOT VISIBLE WERE NOT LOCATED AS PART OF._FFPpHIS SURVEY UNLESS SHOWN HEREON_ 9. REPRODUCI1 OFTH15 MAP AND Au, SHEETS ATTACHED ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 10. ROOD ZONE MAP 12111C0t87J EFFECTIVE DATE 02/16/2012 LP---, foundli iron rod CM— concrete monument Ili— iron rod FF.U D defooud LB — licensed business BOC — back of curb RCP — reinforced concrete pipe PP — power pole M — measured BM — benchmark FIRC — found Fron rod with cap EX— existing F. F. — finish floor PB— platbook .CL — centerline WCONCREIE ID. — identification WM — water meter IP — iron pipe ASP—. asphalt Is BRICKPAVERS EL— elevation PG— pages PLS — professional licensed surveyor ❑ ASPHALT R/W - right-of—way, OHW — overhead wires CBS --concrete block structure WPP — wood .power pole EC— edge of concrete- D.U.E — drainage/utility, easement EP— edge of pavement BRG REF -= bearing reference line SWL— center of swole RLS — registered licensed surveyor GRD— ground shot LEGAL DESCRIPTION: P— plc MARMALLA .HTS _BLK D LOTS 15, 16 AND17. (0.76 AC) AS RECORDED IN PB 5 PG 1 ALONG WITH MARMALLA HTS BLK D LOT 18 (0.25AC) N PUBLIC RECORDS OF SAINT LUCIE COUNTYCLERK O C SAINT LUCIE COUNTY,FLORIDA:i Al ;EC/TOWNSHIP/RANGE:- 28/35S/40E '.ERTIFIY TO: Tommy M York Caroline J York Received By Manning Division DEC 112014 xc SHEETS ATTACHED ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEA_ OF A FLORIDA LICENSED SURVEYOR AND MAPPER AB SURVEY -ENTERPRISES INC LB 6301 342 CARTER AVF_ PSL.. FL 34983 PHONE / FAX 772-224-2963 'that this land ui S IoMISCOURly tENEWAL,DATE 02/28/2015 SHEETS COVERED BY THIS. SEAL n n co rn Y 0 o [n o 0 U O Z N to NHIS JOB WAS DESIGNED RATIONAL ANALYSIS CALCULATION ST. LUCIE COUNTY DESIGN CERTIFICATION 0 BASED ON 6005—T5 PER FBC 2010 FOR EXISTING FOUNDATION .y CODE EDITION: FBC 2010 EDITION � ALUMINUM ALLOY qz = 16.8 PSF (PER TABLE 2002.4) OCCUPANCY: SINGLE FAMILY DWELLING — PATIO ROOF m 16.5 PSF — 2 PSF (DEAD LOAD) = 14.8 PSF BUILDING DESIGNED AS: OPEN STRUCTURE m ^U) d WIND UPLIFT = 14.8 X 21 X 10.5 = 3,263 LB BUILDING HEIGHT < 60 FEET •E / ll APPLY SAFETY FACTOR = 1.67 X 3,263 = 5,449 MEAN ROOF HEIGHT: 9'-0" .. WEIGHT OF 4" CONC. SLAB = 14.4 X .333 X 20 X 6 = 5.754 RISK CATEGORY: I TOTAL WEIGHT = 5,754 > 5,449 BASIC WIND VELOCITY PRESSURES: ....OK EXIST. SLAB & NO FOOTING WIND SPEED: 150 MPH (a S ND GUST w () IS ADEQUATE BASIC WIND VELOCITY PRESSURES: 30 PSF ROOF ROOF DEAD LOAD (aGnu1. om I u m Gm umIG:ec 0%): 2 PSF SOIL BEARING CAPACITY. WELL COMPACTED REVIEWED FOR SHEAR WALL REQUIREMENTS: YES IMPACT PROTECTION SPECIFIED: NO IE C011NTY BUILDING DIVISION r REVIEWED FOR COW CE o II ~ REVIEWED Y o DATE - - - m o o Z ATTACH To EXIST. PLANS PERMITMUST BEKEPTONJOB 3 70<g o Q 2" FASCIA QR NO INSPECTION WILL BE MADE. m r a w w O < U 2 = m EXIST. HOUSE i S �' U) o U 0 Jco) R19 4b z v m b z p Z w 2"X2"X1/8" X 6" LG. ANGLE U EA. SIDE W/(8)-#14 TEK m Q SCREWS EA. FACE (64 TOTAL) r g W } � DETAILOA C b oj 3X3X.125ui W o oLL o 0 w p m 3 O o 9 m = a 5 W C'3 c z g Q>a�+ d m z W< 0 0 W K w < 3X3X.125 _� � K N a Z #12 SMS EA. PAN RISER TOP 10LB RIDGE BEAM O -1 } M E OU & (3)-#12 SMS W/1" DIA 1_T B -5" 9 -5" _ 6 -0" EL X WASHERS TO PAN BOTTOM ALUM. FLASHING 18'-10' p W 3/16' C GUSSET PLATE INSIDE FILE W N � 2X3X.0O CHANNEL W/(2)-#14 OF SPLICE W/ (11)-#14 TEK PLAN _ r� TEKS TO RIDGE BEAM ®8" C.C. SCREWS EA BEAM EA. SIDE O p I I O Z � V (� I I 3" ALUM. PAN ROOF SLOPE 1/4"/FT MIN. SLOPE 1/4"/FT MIN., Py U W ���//�� z g' m I— Y/ W O O ,QLB W< 3 w z t o_0 0 o' oo i F F- z ° W w o t° I O O I I m H- 2 Z Z J t 0 O O, __ O O i x OPEN x m � Q a O O Cr)O„ ,; O i C> �yLJ U 1L Ili 20" 18'-10° p Z 7 m r- Z EXIST. 4" CONC. SLAB FRONT ELEVATION W/ No FOOTING � 0 ,n M IOLB CARRY BEAM GABLE BEAM DETAIL (SEE RATIONAL ANALYSIS) Q N a N.T.S, a m > 3 ai (DD O Z o W i Ho na i n n o II NZ 11 N II oat ° A sii oar yits II N_?Ja. II IIN p N "II �¢ XJJ M¢ II^ II M II I II m �m III I c 11 II II II 10LB n n II 12" O.H. ra a 0 I 0 o 3X3X.125 0 N � w m Ja f o I o 3%3X.125 RATIONAL ANALYSIS ON EXISTING S 'TURE oG IRFS A6MY m slim 1 I MoNAL AWN. M4IMUM %'FRN4NG WIDIN ALLbWAB1E FOR GIVEN 1RU55 OR RA}lF8 ME (N Fam ALUM. mR�F P4N SLOPUNDO 2 1%2 M 12 ROOF SLOPES A60yE�2 1/22 IN 12 (11SPAN FEEO 2X4 MAX. 2X6 OVERHANG 2X8 2X1 MOTH 2X12 2X4 MAX. 2X6 =8 2X1 2XI2 OVERH4L0 WIDTH O-6 2.2 4.01 5.7 7.71 9.8 2.1 3.7 5.3 7.2 9.1 7 2.0 3.71 5,4 1 7.41 9.5 2.0 3.5 5.1 6.9 8.8 8 1.9 35 5.1 Zi 92 1.8 3.3 4.8 6.6 8S 9 1.7 3.3 4.9 6.8 8.9 1.7 3.1 4.6 6.4 8.3 10 1.6 3.1 1 4.61 6.51 8.6 1.6 3.0 4.4 6.2 8.0 11 1.5 29 4.4 6.3 8.3 1.5 2.8 4.2 5.9 7.8 12 1.4 2.8 4.2 6.0 8.0 1.4 E.7 4.0 5.7 7.6 13 1.3 2.6 4.0 5.8 7.8 " 2.5 3.9 5.5 7.3 14 12 2.5 3.8 5.6 7.5 12 2.4 3.7 5.3 7.1 15 1.2 24 3.7 5.4 7.3 1.1 2.3 3.6 62 6.9 16 1.Y 2.4 3.6 5.3 72 1.0 22 35 5.1 6.8 17 1.0 23 3.5 72 7.1 1 1.0 1 2.1 3.4 5.0 6.7 1. 4LL BCSNNO OR PAFMER FASCN END TG BE MPL Y TWCR W/ A MAN. OF ONE 1/4" AND MUST BE X 3 1/2" IRS SECURED SCREW 1D PER TRUSS EA TRUSS OR RKTR EN 2 IF ROOF ONAVtIG IS NOT COMMON, A SPELIRC GICUUTON WILL 6E REQUIRED BY TIE ENGNEO OF RECORD 3. CONNECTION DIPECILY TO GGNGPEME TE SEAN W/ SOLD M ws11 BEDW WAS C&COUIFD m BE S IN Al G56 EXIST G. HOUSE DETAIL i OR DETAIL 3 Ll2" J 0 DETAIL 2 9'-6" 1l'-6' 12' VALANCE OPT. } I COLS FLASH SI"DEIOFTEx SM.SCREW USE(8F)A #2 EA. PAN SCREWS FOR 2X8 BEAMS OR 1ARGER) ANCHOR EA PAN TO SM. W/ 3- A 2•S W/ 1' H-2 OR H-3 W/ DIA MMO s 3-92 EA PAN PANS PAN 02 BOXED END , eEAu 3 0 16' C.C. 2'112'%1 TO CONC. OR (47 ® 16" C.C. WL DETERM NED B/ BM. RECBNNG CHANNEL ANC EARED:;'. TO 2X4 SND mCOL W/fs. 4;TFx•SCAL10 USE 6 TOR:yYB': SEAM HOUSE WALL CONN. CARRY BM TO ALUM. COLAIM 202 202 2-f2 (TIP.) INTERMEDIATE COL. FOR SCREEN ROOM W/2-#4 - - #7 EA. CUP F Oft'':FA. PAN TO BM. E 1 WASHERS 2-3/8' THRU BOLTS W/ WASHERS & NUTS BEAM z AL FL'G, a a MIN. 2' FASCIA J a BM. CONN. AT FASCIA a (DETAIL 1) HOUSE PAN CONC. T'!ALL AL FLASHING R1{jG..l�$M':iti:.{.:!i.;'::.}:4:ai:''t' BEAM C 2x3 W/ 3# 1 EA. •:::�.iA;:V,RT: FIANCE TWO-1/4"X2-1/4" LONG 2'X2"X7/8" CUP ANGLE •.2q -• .: ':_,'j EA. PAN TAPCON ANCHOR THRU CUP IMO EXTG. / EA SIDE W 2 - 4 OR 3-#1 EA. CUP T BM. .- ; :'!}}: "'12 '•''^:' ':,.: CONC. WALL (TWO EA. CUP. 4/BM) OR OR FLAf2GER " .Wf.'':,yr.': .'':. 7L8 BMS BM TO HOUSE CONN. ca) DETAIL 3 1 12.000" M ... .. .... 024" o .032" N .040" 3004-H38 / 3004-H16 ALUMINUM ALLOY 3" x 12" x .024" ALUM. PAN 3" x 12" x .032" ALUM. PAN 3" x 12" x .040" ALUM. PAN ALUM. PAN DETAIL SHEET: PANEL MAX. SPAN.::::;:::':•::'::` . THICKNESS L/80* 12, SPMT OR UM .024" 7'-0" 10"f}:';':::::';:;.;:.,. .032" 8'-5" .040" 10'-6" 12'-6 ° ":.............. * = FOR USE IN HVHZ AREAS ONLY 3-#2 W/ 1- WASHER 3 / PAN Jo #2 " LONG) � oil . C.C.C.C. (TYP.) WANC /3 - # FACE SCREEN ROOM COL. TO BEAM CONN #2 0 121'y�C.C./PAN T&B 4eox�Fl 3X72 PW 3-#2 EA PAN ED &/TO EA EXIST. G' MIN. FASCIA FROM CHANNEL AND 0 12' O.C. MAJL TO FASCIA NOTE: FASCIA MAY BE BUILT UP BY LOGGING NEW 1' MEM. TO OLD 1- FASCIA W// WO-1/4' x 3-1/2' LAGS/RiusS OR RAFRh ,: FASCIA CONN. ,.,_._._ a In BEARING WALL GUREIt W 6 0 12" C.C.a TOP & B . 3/PAN / 2'X2-Al/8' X 4" LID. ANGLE E4 SIDE OF COLUMN W/ (4)-a14 TEXS TO COLUMN & (2)-1/4' THRU-BOLTS TO CARRY BEAM ALUM. COLUMN AAWM,'WRY BEAM ALT. CARRY BEAM •% TO COLUMN ., B COL `SCREEN BEARING WALL CHAIR RAIL COI 8'-0" MAX. PER SCHED. SCREEN RMS ONL ;AL KICK PL OPT. ELEVATION B-�j USE 1X2 TOP ATT. SCREEN ROOM K.P. 1 #1 0 8" O.C. F.B.C. 2010 EDITION & ASCE 7.10 INER COL 910 X 1 1/2" DATE 06/30/14 SCALE N.T.S. SH E C.T. TARNOWS(I, P:E. STRUCTURAL ENGINEER - RA. UC. 0 I SITE SPECIFIC MAY BE USED) - TO SM. GD- O 2'X2-X1/e' ALUM. ANGLE W/ ONE 3/8 x4' LG TAPCON m CONC. & (4)-86 To COL OYP) CORNER COL. R ... X. COL HGT. PER TABLE FASTENING SCHEDULE �1 - #14 TEK SCREW/HEX HEAD 2 - #12 S.M.S./ HEX HD. 3 - 1/4" X 2 1/4" TAPCON ANCHOR 4 - 1/4 BOLTS/WASHER/NUT 5 - CLIP ANGLE,.125 MIN. THICKNESS #6 - #8 X 1" S.M.S./HEX HD. 7 - 1/4" X 3" LAG 8 - 1/4" LAG*, WITH 1" WASHER 9 - #10 X 1 1/2" S.M.S./HEX HD. 12 - CLIP ANGLE, 3/32" MIN.THICKNESS *LAG BOLT LENGTH TO BE 1" LONGER THAN ALUMINUM PANEL THICKNESS BOTTOM nP. LNUINEERING BUSINESS CA 00009677 ETARNOWSKI ENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 Plantation, FL 33317 Fax (954) 727 - 9644 THIS DOCUMENT IS THE PROPERTY OF TAANOWSM ENGINEERING, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WRHOUT WRITTEN CONSENT OF TAHNOWSIO ENGINEERING, INC. 18X14 MESH ALL CALCULATIONS ARE BA,:+ J ON THE FOLLOWING CRITERI :: 1. FOR SCREENING WITH 18X14X.013" MESH SPANS ARE BASED ON LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF 2: 30 PSF ROOF LOAD, 16.4 PSF WALL LOAD 3: WIND LOAD = 150 M.P.H. / EXPOSURE B / CATEGORY I 4: DESIGN MEETS L/120 DEFLECTION REQUIREMENTS COLUMN SCHEDULES WITH SOLID ALUMINUM ROOF (OPEN WALLS) COLUMN TYPE: 3X3X.090 LOADING - 33 PSF AREA = 1.08 X = 1.5 1 - 1.52 COL SPACING 4 5 6 7 e 9 10 11 12 13 14 15 16 17 18 19 20 4 21.3 19.1 17.4 16.1 15.1 14.2 13.5 12.9 12.3 1L8 11.4 11.0 10.7 10.3 10.1 9.8 9.5 5 19.1 17.1 15.6 14.4 13.5 12.7 12.1 11.5 11.0 10.6 10.2 9.8 9.5 9.2 9.0 8.7 8.5 6 15.5 14.2 13.2 12.3 11.6 11.0 10.5 10.1 9.7 9.3 9.0 8.7 8.4 8.2 8.0 7.8 7 16.1 14.4 13.2 12.2 11.4 10.7 10.2 9.7 9.3 8.9 8.6 8.3 8.1 7.8 7.6 7.4 7.2 8 15.1 13.5 12.3 11.4 10.7 10.1 9b 9.1 8.7 8.4 8.1 7.8 7.5 7.3 7.1 6.9 6.7 9 14.2 12.7 11.6 10.7 10.1 8.6 a.2 7.9 7.6 7.3 7.1 6.9 6.7 6.5 6.4 10 13.5 12.1 11.0 10.2 9.5 9.0 8.5 8.1 7.8 7.5 7.2 7.0 6.7 6.5 6.4 6.2 8.0,•: 11 12.9 11.5 10.5 9.7 9.1 8.6 8.1 7.8 7.4 7.1 6.9 6.6 6.4 6.2 6.1 5.9 5:7,.4d` 2. 11.0 o 9.3 8.7 8.2 .8 7.4 7.1 6.8 6.6 6.4 6.2 6.0 14 11.4 10.2 9.3 8.6 8.1 6.9 6.6 6.3 6.1 5.9 5.7 5.5 5.4 5.2 5.f'?: 16 10.7 9.5 8.7 8.1 7.5 7.1 6.7 6.4 6.2 5.9 5.7 5.5 5.3 5.2 5.0 4 90, 4.81 18 9.0 8.2 7.6 " 6 6.1 5.8 5.6 5.4 5.2 5.0 4.9 4.7 20 9.5 B.5 7.8 7.2 6.7 6.4 6.0 5.7 5.5 5.3 5.1 4.9 4.8 4.6 4.5 .: %34`3 f?2ks3fo. TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LOAD *BEAM LOAD FACTOR = THE SUM OF 1/2 THE SPAN OF THE LONGEST MEMBER ATTACHED TO EACH SIDE OF THE CARRY BEAM. COLUMN TYPE: 4X4X.090 LOADING - 33 PSF AREA - 1AS COL SPACING 4 5 6t14.5 8 9 10 11 12L131 1 15•'�0 4 33.2 29.7 27.1 23.5 22.1 21.0 20.0 19.2 b .8 •:'7.1 16 Y5 } ' 15d7 t3i2': r 14.9 5 29.7 26.6 24.3 21.0 19.8 18.8 17.9 17.1 '%1bR• •:.i ' ',. 14 9 Y4:'4 ;1:4:8 ';Tii•'6' 13.3 6 27.1 24.3 22.1 19.2 18.1 17.1 16.4 15.7 4 1a: -: <N 3 6 T32 -,,I > 'S �# .4 12.1 7 25.1 22.5 20.5 17.8 16.7 15.9 15.1 14.5 13 .0• ,'t2X 12.2 '1 :8 11.5 11.2 B 23.5 21.0 19.2 16.6 15.7 14.9 14.2 13 6 12 6 1MT;'Al 11.4 11.1 10.8 10.5 9 22.1 19.8 16.1 15.7 13.4 12A?-:4 8 1i k %. i'.& IM7 10.4 10.2 9.9 10 21.0 18.8 17.1 14.9 14.0 13.3 12.7 12' 7i 2 1- $i 2 9.9 9.6 9.4 11 20.0 17.9 16.4 14.2 13.4 2.7 12.1 - 10 1 ,3 '.`-. O; 8?.% 9.4 9.2 9.0 1 19.2 17.1 15.7 13.6 12.8 12.1 11.8 11 4^:9.0 8.8 8.6 14 8 15.9 14.5 12.6 8 .2 10.7 10 2 4 ,1911., 9.2 8.fi 8.4 8.1 TO 16 16.6 14.9 13.6 12.6 11.7 11.1 10 5 ;141: "� 6 9 P%8 3 ^s.8.6 8.3 8.1 7.8 7.6 7.4 18 5 14.0 12.8 11.8 11.1 0 9 "19A b 7• :;«;8.4.' i%St. 7.8 7.6 7.4 7.2 7.0 20 14.9 13.3 12.1 11.2 10.5 9.9 9.4. ,9ff.'Iz$8 8.2 :''%7.$ ..•7'< :`, 7.4 7.2 7.0 6.8 6.6 TABLE GIVES MAX. COLUMN HEIGHT FOR *BEAM LOAD FACTOR = THE SUM OF 1, ATTACHED TO E COLUMN SCH ROOF BEAM LOAD FACTOR* COLUMN HEIGHT MAXIMUM COLUMIJ'H .{GHT W/1;o'ALUMINU(4 T{OF4F -Zy MAXIMUM COLUMN HEIGHT W/20'ALUMINUM ROOF COLUMN 4.0' 1 45 bjF ,55 8#' {;65 70 .j-r 8.0' COLUMN 4.0' 4.5' 5.0' 5.5' 1 6.0' 1 6.5' 1 7.0' 7.6 8.0' 2X3X060 8.0 80 74 .17.4 7p 170 66 `'6.6 6.3 2X3X060 8.0 8.0 7.4 7.4 7.0 1 7.0 6.6 6.6 6.3 3X3XO90 10.0 100 90�•?$3 a $7 s 85'� 8.3 7.9 3X3XO90 10.0 10.0 9.3 9.3 8.7 8.7 8.3 8.3 7.9 3X3X125 110 1110 102 '302 B$ "S6 ;9.1 9.1 8.7 3X3X125 11.0 11.0 10.2 10.2 9.6 9.6 9.1 9.1 8.7 4X4XO90 13.Q(F`! 4• 125 ST7.4'11.7` 11.2 11.2 10.7 4X4X090 13A 13.4 12.5 12.5 11.7 11.7 11.2 11.2 10.7 4X4X725 4LB4 9.4 13.6 8.4 ''l3$ B; ;t30 `j''%, 13.0 7.7 12.3 7.1 12.3 7.1 11.8 6.fi 4X4X725 4LB 14.9 9.3 14.9 9.3 13.8 8.3 13.8 8.3 13.0 7.6 13.0 7.6 12.3 12.3 11.8 SI,S �$f,$ 121 (:d¢.1 x i31 „`-j3•,. 10.8 it. 7 10$ 1171 $19' 210.7 9.8 10.7 9.1 9.9 9.1 9.9 8.5 9.2 5LB 6LB 12.0 13.0 12.0 13.0 10.7 11.6 10.7 11.6 9.7 10.6 9.7 10.6 9.0 9.7 9.0 97 8.3 91,, .13.5 13.5 12.3 12.3 11.3 11.3 10.6 7LB 1 15.0 1 15.0 13.3 13.3 12.1 12.1 11.2 11.2 #,4 21.7 20.4 20.4 19.4 19.4 18.5 eLB 23.4 23A 21.7 21.7 20.4 20.4 19.4 19 4ri {$5 9LB 25.7 '2p'7I288'" 23.8 22.4 22A 21.3 21.3 20.3 9L8 1 25.7 1 25.7 23.8 23.8 1 22.4 22.4 21.3 213 201.y� 9LBH 27.7 2T7r"?1A"i`7 25.7 24.2 1 24.2 23.0 0.0 22.0 9LBH 27.7 27.7 25.7 25.7 1 24.2 24.2 23.0 23.0 2Y4s 10LB 32.0 32.0 9.7 29.7 27.9 1 27.9 26.5 26.5 25.4 10LB 1 32.0 1 32.0 1 29.7 29.7 27.9 27.9 20 TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LOAD FOR LONGER SPANS SEE SITE SPECIFIC ENGINEERING. NOTE: THIS TABLE APPUES TO BOTH BEARING AND NON BEARING WALLS FOR HORIZONTAL WIND LOADS CONTROL IN DESIGN. 2X4X.050 MAY BE USED IN UEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 5LB. **ALL CALCULATIONS ARE BASED ON 6005-T5 ALUMINUM ALLOY **1/3 STRESS REDUCTION NOT USED IN CALCULATIONS **LINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED CHAIR RILL SCHEDULE ea �� lMUM RAtL SPANN; RAIL„ 4,¢. 50 aiff 7pr-.8.0' 2K3xo5p p'#Y eo eo "!$ •%%7.4 'lJC,3)COsq 8 :Bp )j0 e0 8.0 > LOAD FACTOR* RAIL LENGTH "L4A„F,1iiyi3TC11i. = 1f2 .1(!E DISTANCE TO CHAIR RAIL OR GROUND 13�Lti1f THE DISTANCE TO CHAIR RAIL OR BEAM ABOVE r' SCREEN FABRIC DETAIL SHEET: 18X14 MESH I EXPOSURE B 1 150 MPH I F.B.C. 2010 EDITION LE FOR SOLID ALUMINUM ROOFS MAXIMUM BEAM SPAN BEA{e1. 1•.<4 S 2X4X'125":jp3 9"$ ^::6''%' <9.0 .T 8.6 8' 8.2 9' 7.9 10' 7.6 12' 7.1 14' 6.8 16' 6.5 1 18' 6.1 1 20' 5.8 -2x5X125 } 4, ;}j.• 10.9 10.3 9.9 9.5 9.1 8.6 8.2 7.6 7.2 6.8 ejLB 8 9 05 7.8 7.4 7.1 6.8 10.3 9.7 9.2 8.8 8.4 8.0 7.3 6.8 6.3 6,0 S.fi 6 11.9 11.2 10.7 /`t .8 ` >1P 8 ,. 7.7. �0 "5 .4 yP14.7 13.6 12.8 12.1 '.g7. .7 S1DA 9:2 - .1 l 19.1 9LF1 21.0 17.7 19.4 16.7 18.3 15.8 17.4 15. , 16.6' 14.6 S.0 W4.0 52 1 .8 13.-`- 149 -12. 2. .5 11.3 9.9 10.7 -LBH 22.6 21.0 19.6 18.8 18.0 77.3 16.7 15.5 14.3 13.4 12.6 12.0 ' WILE 26.1 24.3 22.8 21.7 20.7 19.9 19.2 18.1 16.7 15.6 14.7 14.0 TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD *BEAM LOAD FACTOR = THE SUM OF 1/2 THE SPAN OF THE LONGEST MEMBER ATTACHED TO EACH SIDE OF THE CARRY BEAM. 2X4X.050 MAY BE USED IN UEU OF 4LB, 2X5X.050 MAY BE USED IN UEU OF 5LB. BEAM LOAD FACTOR* BEAM LENGTH B/T COLUMNS CARRY BEAM SCHEDULE FOR SOLID ALUMINUM ROOFS (SCREEN WALLS) WITH ROOF UP TO 10' WITH ROOF UP TO 20' RAIL 4.0' 1 5.0' 1 GO 1 7.0' 1 8.0' RAIL 4.0' 5.0' 6.0' 7.0' SO 3X2XO50 5.1 5.0 5.0 4.9 4.8 3X2XO50 3.9 3.9 3.8 3.8 3.8 2X3XO97 6.6 6.6 6.6 6.6 6A 2X3XO97 5.4 5.4 5.4 5.4 5.4 2X4XO50 6.2 6.1 6.0 5.8 5.7 2X4XO50 4.8 4.7 4.7 4.6 4.5 2X4X125 8.0 B.0 8.0 8.0 8.0 2X4X125 7.3 7.2 7.1 7.0 7.0 2XSX050 7.2 7.1 6.9 6.7 6.6 2X5XO50 5.6 5.5 5.4 5.4 5.3 2X5X125 8.0 8.0 8.0 8.0 8.0 2X5X125 8.0 8.0 ]BEAM LOAD FACTOR* BEAM LENGTH Bff COLUMNS TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD *BEAM LOAD FACTOR = THE DISTANCE FROM CARRY BEAM TO CHAIR RAIL BELOW 2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN UEU OF 5LB. DATE 03/1! SCALE : _,N.T.S. 6005-T5 C/ ^IVYVIYJ 1, F,L STRUCTURAL ENGINEER - BA. UC. TARNOWSKI ENGINEERING CIVIL 4 STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 Plantation, R.. 33317 Fax (954) 727 - 9644 THIS DOCUMENT IS THE PROPERTY OFTARNOWSHI ENGINEERING, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRTNEN CONSENT OF TARNOWSM ENGINEERING, INC. 0L.51 ' 'I '0 0 a 040" 0 040" Ki 040" 0N2O N �• 71Y•N +2410 102 1X2 1X377— 202 2X3X.060 114 TEK SC R a AR FR 0OR PC EMS. FOR GLB � OR SMALLER 0 18' C.C. ti 0 TOP & BOT. m "In_ BEAM TIDE t, t• i� Ta 4L8 .100 '046 5L3 .116 .050 6LB .050 i 7LB .120 .055 �" I BLB .224 .072 9L3 .224 .072 9LBH .3 .982 2 4L8.5LB.6LB 7LB 10LB 89 .389 .0 8LB.9LB,9LBH 10LB LAP BEAM COLUMN ANCHORING DETAIL 1X2 OR 1X3 f-PAVERS OR TILES OPTIONAL 12"' STRIP FIG. DETAIL W/ PAVER OR TILE - 12'X 8' FIG. IS MINIMUM FOOTING SIZE REFER TO STE SPECIFIC PLANS, AND STRIP FIG. SCHED. FOR ANY ADDITIONAL REQUIREMENTS. MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY. FOR EXIST. FOONNG'S SEE SITE SPECIFIC PLAN. FINISH GRADE SODDED REQD 2" MIN. COVER * NOTE: SITE SPECIFIC ENGINEERING I WHEN THIS MEASUREMENT IS SOLD ALUMINUM ROOFS. (Da ENGINEERING IS NONi ZWIRI EXISTING HOUSE,;RO(7`J:5j) ` v .a.'vd.:4?cl nE NOTE: THI.S;b0111:;:Ati,S.N APPUES :YQ4 YFE'':fiS;Yf?::OF WIDE M1c;§4NkY WALiS:.j; CLIP ANGLE COL 1X2/1X3 F rG. COLUMN ANCHORING FROM BOLT i0 .050" M . 55" . u1 in n 'O " " I n TlP. Na ui 55" d: Iri •055" ` L 3.0 2X3X.050 GUTTERt GU T rtR FASCIA 2X4X.050 2X5X.050 FOR COLUMNS 5' DEEP'.':.;:;:,' iuv �IXPOSED OF o TO b o 5.094" .070 I'1 N N 0 3.0" f N 3X3X.070 Z-GUTTER BRACE 303 3' FROM TO BOLT TILES OF 6X6 - 10/10 W.W.M. COLUMN ANCHORING DETAIL FROM tDGF) BOLT MIN. `4',6X6.-S 0B W,W W/ B"XS' FIG. W/ 1- FTG. & SLAB DETAIL NOTE FIBERMESH MAY BE USED IN UEU OF 6X6 - 10/10 W.W.M. FOR CI)LVMNS 5" DEEP OR GREATER INSTALL ADDITIONAL 2'X2"X2iU/8' ANGLE EA SIDE OF INSIDE OF COL W/ (3)- #6 TO COL - & (1)- 3/8" X 2 1/2" LG. TAPCON TO CONIC. 0 EA. CUP i- #6 TO COL (TYP) (2)- 3/8' X 3 1/2' LG. TAPCON �i E TO CONIC M.) 4 PER COL. 3018' pp> D.C. ELSEWHERE 5_ � 3' FROM EDGE 2"X3"X7/8" X2" LG, 2„ MIN. ANGLE EA SIDE OF COL W/ (4)- #6 TO \ � COL & (2)- X 0 I 3 1LTAPCON CON TO I CONIC. E O EACH CUP FRONT ELEVATION COLUMN ANCHORING DERAIL NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLUMNS. *4' LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON TAPCONS ARE TO BE SIMPSON 'RTEN" OR EQUAL SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS GENERAL DETAIL SHEET: LG. 4DW.1 67' W W _ r� c' o' 084 :I.:t�l' : 60. 64 N 0.5F{'i:t.:'::::.':::'::: ,.090" o o j125" .050" nTYP YYP .:.'.i•"" .R?. .125 < :::.':',1N>'•1175"`k- '>:.::.. 2X2 2.0 2.0,k ;:;: • : tir ?�`'% C>:d'�f•2...::: C 2X2 — 4M6.'` C 2X3 4X4 2X5 3X2 SUPER GUTTER Tl::T.=3.:,jj>}1'2'. H-3 L 2X2 to COLUMN ANCHORING DETAIL 2"X2'X7/8' X 2" LG. MIN. ANGLE EA. SIDE OF COL W/ (4)- �6 TO COL & 1)- 1/2 X 3 1/2" LG. APCON TO CONC. (4)- #6 TO COL (TYP) CUP ANGLE (1)- 1/2" X 3 1/2" LG. COL J'TAPCON TO CONIC. / (TYP.) 2 PER COL / 3 O 18" O.C. 1X2 iX3 LSEWHERE N DELETE iX2/1X3 FOR FRONT ELEVATION OPEN PORT (NP.) NOTE ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE A MIN. 2-X2'X1/e'X2- LONG. 1/2- DIA BOLTS ARE TO BE EXPANSION TYPE (SEE ANGLE TO CONIC. DETAIL),.: EXPANSION BOLTS TO BE „HILT[ KMK BOLT II' SYSTEM OR EQUAL *4' LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON TAPCONS ARE TO BE SIMPSON -DTEN' OR EQUAL SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS _.. .. THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN A F.B.0 2010 EDMON. THE MIN. MECH. PROPERTIES OF THE ALUM. CONST. MANUAL. THIS STRUCTURE ALSO CI OF THE ASCE 7-10, CATEGORY I SCREEN WALL & SCREEN ROOF LOADS ALUM. PAN & INS. PANEL STRUI 1. ALL PRIMARY MEMBERS WILL BE FASTENERS. 2. ANCHORS SHALL BE PLACED GR ALL CONIC. FASTENERS MUST BE LENGTHS SPECIFIED IN INDIVI&I 3. FASTENERS FOR ALUM. SLA[E(5: 4. ALL CONIC. ANCHORS SHA{J';::HAt W/ 1/2 INCH DIA. WAShiEFiS:;'M.I 5. CONTRACTOR IS RESPON514F'??t TO PREVENT ELECTROLYSIS.'::::f;;; 6. ALUM. IN COPFT(.tGi: W/ COhlf,{b PAIN OR Wgi3R,:VyBj.LT; METHF,cC# COATS OF ALUb{'f1fjU$E.; pAINT"'i 7. ALL DOORS TO •SE::,$cL'OLOSIN Al A -•;;{N.,A000R.D'AiSGE:;Yd/ LATEST ED. OF y:';f$X74SCREEN:•'�)AESH. �1:,M16.D,%a.LNE LOADS 'HWEfS:.;OR OTHER POSfT1VE DF CONCRETE SLAB OR FOOTINGS. SOLID CONIC. REGARDLESS OF ENTER 2 BE PROVIDED FROM DISSIMILAR METALS *M':SM'b%BE PROTECTED W/ HEAVY BOOTED BTNMINOUS .LE';jAC¢LjE'R OR THE WOOD SHALL BE PAINTED W/ T40 '•TIiE'i;Jf3tNTS SEALED W/ A GOOD QUALTY CAULKING. rJD PATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR DOOR JAMB PLACEMENT IS OPTIONAL ALL OTHER COLUMNS PLAN SUPERCEDES ANY REQ.'S SHOWN ON ;'.iX2"S- : ARE NON- RAL ME 9 ACAU:;:3jF3_S, STRUCTU MBERS '.: AND MAK,.;{jE_USED: ItJTERCHANGEABLY. ,CpNCRETE'FgR;;TO}lypATiONS TO BE 2500PSI MIN, ';4�;t?'CONCxR�T♦i IXCEED}NA:;:Tf}iS SPECIFICATION MAY BE I REQ!J1REb PER LOCAl;`.9UILDING CODES. Ur3i: E, .R,...IVC..E.OT..L.S.U., .M..WN..AS..S..H....E..,..R....S............:.............A....L..-...._.2•*0AA2LL.4 - 5-5T5T600 3 03- 6S30 Z5RT4 SS STEEL, CADMIUM PLATED STEEL, OR HEADED (NIYLO-TEC OR PRO-TECT) 3' TO 3X3 OR 4X4 ALUM. COL CONIC. FOUND. INTERIOR FASTENING 4 - #10 X 1 1/2" SMS. INTO SCREW SLOTS EA SIDE 12„ CHAIR RAIL CONNECTION 'CHAIR RAIL PER SCHEDULE STRIP FOOTING SCHEDULE FOOTING (MIN.) STRUCTURE REBAR WIDTH X DEPTH SCREEN ROOF 12' X 10' 2-R5 W/ UP TO 7113 BEAM SCREEN ROOF W ELB 12' X 12' 2- 5 SCREEN ROOF W 9LB 12" X 16" 2-#s SCREEN ROOF W 101B 12' X 16" 2- 5 ALL SOUD ALUMINUM 12" X 12' 2-J5 ROOFS MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S *UNLESS OTHERWISE NOTED FOR EXIST. FOOTING'S SEE SITE SPECIFIC PLAN. F.B.C. 2010 EDITION & ASIDE 7.10 1 6005-T5 X 3' LG. MIN. SIDES OF COL TO COL "X2 1/2' LG. CONC. 2"X2"X1/8" X 3- LG. MIN. ANGLE TWO SIDES OF COL W/ (6)- #1 TO COL. & (2)- 3/8"X2 1/2" I.G. TAPCONS TO CONIC. (6) - #10 X 3/4" SMS. (3 EA SIDE) 2'X2"X.062" RECEMNG CHANNEL W/ 6 - 9910 X 3/4 SMS. TO SIDE 8F COLUMN T2" ALT. CHAIR RAIL CONNECTION *CHAIR RAIL PER SCHEDULE FASTENING SCHEDULE 1 — #14 TEK SCREW/HEX HEAD 2 — #10 S.M.S./ HEX HD. 3 — 1/4': X 2 1/4" TAPCON ANCHOR 4 — 1/4' BOLTS/WASHER/NUT 5 — CLIP ANGLE,.125 MIN. THICKNESS 6 — #12X1" LG. S.M.S./HEX HD. 7— 1/4"X3"LAG 8 — 1 4 LAG* WITH 1 WASHER 9 — 10 X 1 � 2" 1 S.M.S. H EX HD. # / / 12 —CLIP ANGLE, 3/32" MIN.THICKNESS *LAG BOLT LENGTH TO BE 1" LONGER THAN ALUMINUM PANEL THICKNESS DATE : 07/14/14 ENGINEBRING BUSINESS CA 0000967 SCALE .Ts. TARNOWSKI SH IEENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 Plantation, FL 33317 Fax (954) 727 - 9644 C.T. TARNOWSKI' THISDOCUMENTISTHEPROPEBTYOFTARNOWSWI QINEFAING \\ YYYYJJff��, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART SRiUCNRAI ENGINEER — FI0. UC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING. INC.