Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE IN JO MUST BE COMPLETED FOR APPU,CATION TO BE ACCEPTED h, /^ Date:lall 1 Permit Number: 0() / RAW! --- ---- = SCANNED Building Permit Application BYe St. Luc i Planning and Development Services County Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line II PROPOSED IMPROVEMENT LOCATION:, Address: 1 007- Q'0510 y Ve✓i 5�• Loo• � Fi.. 3'P�iu6 Legal Description: POf1 7L C:�/OrPfS go,gt L 0+ &S[or 13at-zz•'. Property Tax ID #: 3 3 Z7 - 7Dc{ - 00W - 0©0- h Lot No. 6'5- Site Plan Name: Project Name: Setbacks Front Back: Z.l Right Side: 7•s' Left Side• 13 Block No. DETAILED DESCRIPTION OF WORK: III I vt.ya,, U1 Prb t• e'A&W/vtti &• k k- or� lrntic�ti,."'td &0-04—q CovLtq-.e+e_ 5lc L� CONSTRUCTION INFORMATION: AaClitionalworKtOrienertormed under tispermit-check all t= apply: 11HVAC Gas Tank ❑Gas Piping LJ _ Shutters ❑ Windows/Doors 11 Electric 0 Plumbing Sprinklers E Generator 11 Roof Total Sq. Ft of Construction: Zs2p S Ft. of First Floor: _ Cost of Construction: $ 1,03900 Utilities:11Sewer Septic t- Building Height: V5 OWNER/LESSEE: CONT OR: NameJ0.YY125 Parrish Na Company. Address:1.0112 CY-QS\0!4 ?\c CPd; City:'�)Of-y St.U_tCL.t, State:1EL Zip Code:3Lkfi'?1,o Fax: Phone No. ✓11 �- t 1 �� - g?�' lq Address: Fit5" NW V4< cc 4,4e 5L; IOct City: P.5.1-. Stater Zip Code: 34kV(o Fax: Phone No. (5f63) `i'b7-4.777 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: Ok,-e-G.l,)vw•: "rr- (9 G-wti; V . W State or County License: SLL 1311 4'i7gV If value of construction Is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INTORMATION: DESIGNER/ENGINEER: _ Name: ce,7 Not Applicable MORTGAGE COMPANY: Name: _ Not Applicable Address: (3�3.� ts l 5ofi (01 Address: City: Zip: 337&D Phone: State: s--L_ iz -lt000 City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: _ Name: Not Applicable BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: 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 which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that 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 Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult wikh lender or an attorney before commencins Work or recordine vour Notice of Commencement. ` 7( of STATE OF FLORIDA STATE OF FLORIDA COUNTY OF o k: -et-Cho bee COUNTY OF 0 L lib b e2 The forgoing instrument was acknowledged before me this day of f)eCf_M L)CP. 20 14 by 1 (Name of person acknowledging ) The forgoing instrument was acknowledged before me this �- day of :f>'C mhe.c, . 20 14 by (Name of person acknowledging ) (Signs u e of Notary Public- State Florida) (SI n ture of Notary Public- Siffte of Florida i Personally Known 1--�OR Produced Identification ersonally Known t,--OR Produced Identification Type of Identification Produce RtiE-BRrr2. pe of Identification Produced ?`e4`'W -A M1(COMMISSION ii EE 166466 Commission No. '= M�'w'•••. L0Fd _": e-,(SealJpiRES:Marnh7, 2016 mmission No. S .�, e }i t fe4H1FFE(8 Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE 11 `II 4f?Jy COMPLETE `f INITIALS a Search Results for Map Page 1 of 1 Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27,3198 Longitude:-80.4289 ASCE 7-10 Wind Speeds (3-sec peak gust MPH'): Risk Category I: 145 Risk Category II: 156 Risk Category III -IV: 167 MRI'• 10 Year: 87 MRI'• 25 Year: 106 MRI'• 50 Year: 118 MRI•• 100 Year: 129 ASCE 7-05: 134 ASCE 7-93: 99 -MPH(Miles per hour) 'MR) Mean Reaunanm Interval (years) Users shoua cousu4wilh local buiding Weals to determine If there are aommunhy-spedfiewind speed requirements that go"en. l—/ Download a PDF of your results aPrint your results N n�,AtkP , ItP 015 ..but ; led States', INDIANA J, tAN5A5 MI680UNi 1 VI xENTUC[V 6 tTENNEBSEf>. �' RKFNiuMA , � T 40311ai ,yIS915SIPP1 Ck 4}d6AMA " Tf%a3 UEOFn SanAm IU�III,6S�IANA.F:... Hw tan b- NdRTH '+ ' cAgoxaNns- ouiyte„'` � R041H_A '. g. A 9 1 z Cu1a ,m n - Republica �.Cxnttresa a€ Sm WIND SPEED WEB SITE DISCLAIMER While the information presented on this web site is believed to be Correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s) described by latitude/longitude location in the wind speed report. Sponsored by the ATC endawmend Fund -[p li> O 1e�nology_C�np] - 201 Redurootl Shores Parkway, Suits 240 • Retllwod City, California 94065 - (650) 595-1542 http://windspeed.atcouncil.org/index.php?option=com_content&view=article&id=10&de... 11 / 19/2014 }���� � \\ �� : \\ � \ }� \� f 0 JOSEPH E. SMITH, ^7-,RK OF THE CIRCUIT COURT - SAT.*TT LUCIE COUNTY FILE # 4010678 ( `JOOK 3687 PAGE 1240, Recorde '1/04/2014 at 02:26 NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,500.00 PERMIT #: TAX FOLIO #133,D1-1 O9 - OOalD- 000- G State of Florida. County of Indian River. 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 b Provided in this notice of Commencement. 1. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): Pbo a� the R �Yve RhOsc ll t ress Poly t LotlsS��r 13�4-aa3f 2. GENERAL DESCRIPTION OF IMPROVEMENT: '1 K. SFi 3. OWNER INFORMATION ar ❑LESSEE INFORMATION (If seee contracted for the ImprovemenF) a. Name: 0M'eC L'Fb-y'YI Sir, 13 rGndCL _P0.rT Sk Address: \O11'�. Crosb1�- P1. Po r-t s-r-. \A.LC1f. FL ;�Wq'RU b. Interest in properly: c. Name and address of fee simple We holder )if other than owner): a. Name: CJ a nfw Address -�I.tG oYVT.P.r c,-rh+lL e1CLU -(Q. Ct_ 3495 b. Phonenumber: R o-41P7-411'1 S. SURETY COMPANY (IF Applicable, a copy of the payment bond Is attached): a. Name & Address: b. Phone number: Bond amount: 6. LENDER/MORTGAGE COMPANY: o. Name & Address: b. Phone number: 7. PERSONS 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: a. Nome&Address: b. Phone number. fax number. B. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates of to receive a copy of the Renor's notice as provided in section 713.13(1)(b). nodda statues. b. Phone number. 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (I I YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). OFTHENOVCEOFCOMMENCEMEN IN YOUR PAYINGTWICE MR IMPRO HE FIRST INSPECTION. IF YOU WTPHO M READ THE FOREGOING AND THAT THE FACTS IN H ARE TRUE TO THE BEST OF MY STATUTES nllL INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS�LDAY Of F9r�201 BY: NAME OF PERSON TYPEOFAMORITY EEEDDD NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS EXECUTED EIPERSONAL YKNO OR RPRODU ION TYPE O\ FIDDENnNCATION PRODUCED Rpl-EIe.T(S-`r0.1-r'i3-)L�l -Q NOTAII S NATURE NOTARY PRINTED NAME NOTARY SEAL Rjaki-k%W dLUURpOIITFANSRtnPIERa smsaHai�DaoaiGloNFFT59&9PmFMLIBL)kRI✓NfB STATE OF FLDAIDA .0 LEGEND, A = DELTA ANGLE L = ARC LENGTH CATV = CABLE TV C.B. = CATCH BASIN C.B.S. = CONCRETE BLOCK & STUCCO q_ - CENTERLINE CONC, = CONCRETE COV. = COVERED D.E. - DRAINAGE EASEMENT ELEV. - ELEVATION E.O.P. - EDGE OF PAVEMENT F-O.W. - EDGE OF WATER F.F. - FINISHED FLOOR FND. - FOUND F.P.E. - FLOOD PLAIN EASEMENT F.P.L. - FLORIDA POWER & LIGHT L.M.E. - LAKE MAINTENANCE EASEMENT L.S.S. - LANDSCAPE AND SIGNAGE EASEMENT M.H. - MANHOLE MON. - MONUMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM LOT CERTIFIED TO: N.R. = NOT RADIAL D.E. = OVERHANG EASEMENT O.M.E. =.OVERHANG MAINTENANCE EASEMENT O.R.B. -� OFFICIAL RECORD BOOK O/S �-CFFSET O.S. - OPEN SPACE TRACT P.B. - PLAT BOOK P,C. - POINT OF CURVATURE P.C.P. - PERMANENT CONTROL POINT P.D.E. - PRIVATE DRAINAGE EASEMENT P.GF_ - PRIVATE GAS EASEMENT P.K. = PARKER KALON NAIL P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT P.P. - POWER POLE P.P-M. - PERMANENT REFERENCE MONUMENT PROP. -PROPOSED P.T. - POINT OF TANGENCY P.U.E. - PRIVATE UTILITY EASEMENT R - RADIUS RAD. -; RADIAL I.I.S. FIDELITY TITLE COMPANY CHICAGO TITLE INSURANCE COMPANY FIRST NATIONAL BANK AND TRUST COMPANY OF THE TREASURE COAST, ITS SUCCESSORS AND/OR ASSIGNS, AS THEIR INTEREST MAY APPEAR JAMES L. PARRISH AND BRENDA PARRISH, HUSBAND AND WIFE 0. R/W = RIGHT-OF-WAY 0 - SET 5/8" IRON ROD SAN. = SANITARY WITH CAP WITNESS S.B.T. - SOUTHERN BELL TELEPHONE CORNER LB #6674 S.F. = SQUARE FEET * 1.0' OFFSET T.O.B. - TOP OF BANK 0 = ELECTRIC SERVICE TYP. - TYPICAL A = CATV U.E. = UTILITY EASEMENT * � LIG"T POST U.L.P. - UPLAND PRESERVATION 0 = SET 5/8" IRON ROD WITH CAP NO. LB 6674 0 - FOUND 5/8" IRON ROD WITH CAP No. L13 6674 0 - FOUND PERMANENT CONTROL POINT (PK & DISK PCP 38641 A - SET P-K NAIL WITH DISK NO. LB 6674 A - FOUND P-K NAIL No. LB 6674 0 - WATER SERVICES >4 - WATER VALVE 0 - SANITARY SERVICE - FOUND PERMANENT REFERENCE MONUMENT 66T4 00 EXISTING ELEVATION IN FEET 0100 > - PROPOSED ELEVATIONS IN FEET 4 - DRAINAGE FLOW INDICATOR 7 k\,� 0 ONE STORY CB.S. RESIDENCE F.F. ELEV. - P9,56 Al BRICK PAVER DRIVE LOT 64 vzz"', Z�_ns R=1025.00' A=4005'29" L=73.19# JAKSEMAMEQ, FRONT�;,4Q SIDES CNR SIDES oti REAR ZN TEC P.C. �=�@iL FIE COmPY DESCRIPTION: BEING ALL OF LOT 65, ACCORDING TO THE PLAT OF POD "26" AT THE RESERVE - PHASE II, CYPRESS POINT, AS RECORDED IN PLAT BOOK 38, PAGES 2, 2A THROUGH 2C, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. QSA13Y_6.L1A13 2 13&F -13 1: 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON. NOBLE & WEBB. INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB. INC. IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF LOT 65 WHICH BEARS S 35010`30"E AND ALL BEARINGS ARE RELATIVE TO PLAT. 8. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIECD MEASUREMENT UNLESS OTHERWISE NOTED. S. ELEVATIONS SHOWN HEREON ARE BASED ON Nl ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE,�X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 1202?��275�.:J)AfED AUGUST 19,1991 11. IMPROVEMENTS IF ANY AIIEAS�_Jflol 12 DATE OF FIELD SURVEYCFESAUARY T"26Oa_-- AUQUST 28, 2000 . . ..... CERTIFICATION: IMPROVEMENTS, IF AN;(. AP.E-'AS LOEATEM NOT VALID WITHOUT LICENSED SURVEYOR b U) SEAL OF A FLORIDA AND MAPPER c1081s65.dvrg 8-29-00 9-15,01 am EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 LNW 0 a 0 0 0 0 *Sol Lawson, Noble & Webb, Inc. ENGINIll - PLANNErta - SURVIll 590 NW Peacock Boulevard, Suits 9. Port St. Lurj% Fforldo 34986 (561) B7B-1700 - fox: (561) 578-1802 - emal: "slatow-inexam West Palm Beach - Part St. Lucle - Planl REVISION FB/PG DATE BY CK'D DATE:2/7/00 FORMBOARD TIE-IN P0084/74 3-27-00 GRB WCF BY: SLS FINAL TIE-IN SURV. B-28-00 JDM ORB CK'D: GRB F­.B.:P-�B/4 PG:66 JOB NO.; 95-10803 CONTRACTOR: OKEECHOBEE ALUMINUM DESIGN CRITERIA: Applicable Codes, Regulations, and Standards I. The 2010 Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. - Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vma =150 MPH. VASD = 116 MPH 3. Exposure Category, Paragraph 1609.4.3: C 4. Screen Roof Enclosure Table 2002.4 Foundation Design Existing masonry stem wall and footing. No additional concrete is required to resist the loads imposed by the proposed construction. Existing stem wall shall be in sound condition, free from structural cracking or other deterioration. Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3N' max - ASTM C 33 iu. Air entraining+/- 1%- ASTM C 260 iv. Water reducing agent - ASTM C 494 V. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 u. Welded wire fabric -ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist core or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. It. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be SAE Grade 2 or better zinc plated. 4. All Self Mating Beam. Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. S. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4101.17 Residential Swimming Barrier requirements. 7. Screen material shall be 18/14 screen. unless approved by Sunceast Aluminum Engineering, LLC. 8. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. Design shall be based upon "PINNED" upright analysis unless approved by Suncoast Aluminum Engineering, LLC Roof Type Roof Type: MANSARD WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. � 2-0p ST. LUCIE COUNTY BUILDING DIVISION o A-3 FOR REVIEWED CORIP NICE C— DATE THESE PLA PLAN I. txz TP PLANS AN PERM ARE SU�JE AEOISULLJ MUST BE KEPT ON JOB OR A -a —NO INSPECTION WILL BE MADE - MAY HE NEC COMPLY YVITH o A-3 n N X2X2 lX2(TP) 6 2)(2 2X2 2X2 2)(2 2X2 2)(2 a A-2 A-2 Y"' A I N mx NC xm 0 N xm NL K x^� p-2 xm$. N Nam N NVi LZBSMB A-4 X. A-4 X- I IL I �6'-0�'�I--•6 6'-0�'W6-0 aw-6' AND ALL PROPOSED GT TO J0M GOAA. 001 VIM IN.40EGTOAS 1 ESf A L W W _Z w i� d Q w (� o Q 0 O CN C w N Z :3LL LU 6 7 cc H O a to d " NCEALED FASTENERS OR ATTACHMENTS A=5 ----------------------- -ARE THE RESPONSIBILITY OF THE . r UUtTI'HAGITr�RECORD //// ^ �}I--'�I} Im-I to W �0 4 KNEE BRACE NCC O c. N 0 N N N I O m Q m W U X. o % d % c JC — rn m m 1K2(TP) b xm iV rr �. U Urn m -E::O: it,. 6`-,: :: _ -.l.^ :.Un " tb�k.ai:4s� .. :.?tl: i. O .' 't .. n\• ..i 'r,.�.,'i,• :`y ..:';. Qp(] d 0 a. u- - A-4 A-4 DRAWN BY AG 20' —20--lk DATE DRAW BpNC 26' KNEEWALL (lW) 11/20/14 REVISION 20/20 MESH SCREEN USED ON ROOF 18/14 MESH SCREEN USED ON WALLS SNEET NO: A-1 p0 6 0 ALUMINUM MEMBERSDE%IENSIONS // HOLLO\V SECTIONS 1/TxTxTEXTRUDED ANGLE 5052 H32 ALLOY EA \\ 2x2: 2"x2"x 0.046" SIDE \\\ 2x3: 2"x3"x0.050" Q' ^\% 2 x4: 2"x4"x 0.050" 2z5: 2"x5"x0.050" UPRIGHT C; r OPEN BACK SECTIONS I —_ �; LU 4 z 1 x2: 1"x2"x 0.040" ® — z'.0 b; Q 1 x3: 1"x3"X0.045" V x T O.B. BASE PLATE -TYP 7_� i w wxwxc ivi•iux avaronweEoxfrn i % � \ E�y', SNAP SECTIONS 2 2 Sna 2"x2"x 0.045" care' .. ANCIxIREMBfCMEX! .1 ('1 //��V Qv� x P 2 z 3 $nap: 2" x 3" x 0.050" MIN EDGE DISTANCE FROM SLAB /FOOTING, K' " - EXTERIOR OF COLUMN TO - • • • ` \\\ 2 x4 Snap: 2"x4"x 0.045" SEEPLAN - OUTSIDE EDGE OF SLAB PROFS 11``\� IMAI`SEAL SELF MATING (Sbffi) SIDE VIEW 212' x IIT x (GIRT OR PURUN 2 x 4 SMB: 2" x 4" x 0.044" x 0. 100" (1) 3I8' 01A THRU BOLT w/ NYLOCK WIDTH+ 1/2° x BEAM DEPTH � � K 2x56M8: 2"x5"x0.050"X0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120'• JAM NUT- IN LIEU OF NYLOCK JAM OR LUMB BACKING ALUM BACKING PLATE LATE W LLI NUT, I Z Iyj 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" BE USED'w/THREAOLOCKER (2) 31B"DIA. CONCRETE MAV BE USED � 2x8 SMB: 2"X8"z0.072"x 0.124'• SCREW ANCHORS I TIGHTEN TO CONTACT DO NOT 2 x 9 SMB: 2"x 9" X 0.072" x 0.124" (21/4" CONC. EMBED) I OVER = = = = W Q 2x 10 SMB: 2"x 10"x 0,092"x 0.398" ---- Lu l7 $ Q $ NDNBIAUM FASTENER EDGE DISTANCE:I/2" Z Iii NENIMUM FASTENER SPACING: 3/4" + ,°x , SCRE BOSSEMSINTO SCREW BOSSES 2° x 2°OEM z 0 d + k n• Px2"BASE PLATE ANCHORED TO MEMBER ER 11 u Z = CONCRETE SCREW ANCHOR: °++' CONC W/ IW CONCRETE SCREW W W Q SIMPSON T1TEN HD OR EQUIVALENT SLAB/FOOTING •• 1 R�l , ANCHOR (MIN, 1 1W EMBED) LI" L p 0 i2 SHEET METAL SCREWS (SMS): ,'• V MAX EACH SIDE OF POSTAND SEE PLAN , I I H ITW / BUBAEX OR EQUIVALENT 24"O.C. MAX SNAP OR SELF -MATING BEAM d In LL FRONT VIEW ONLY B 2" x 4" OR LARGER UPRIGHT TO DECK DETAILS ©PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE: NTS A-2 SCALE: MS Z U aZj gg <zR R F z m 2QS 8 D�°`S IArx Tx2'EXTRUDED Q LLI H ANGLE 5052 H32 ALLOY • • (4)#14x3/4'SMS • • INTO DJ WIT 5052-H32 GUSSET 914 SMS®1114' O.C. UJ mm z Z 2 xT PURUN-NOTCH BOTTOM ^� Z CD FLANGE TO OVERLAP UPRIGHT 2'x PURUNS ATTACHED TO Z + BEAM W/MIN(4)#10xI la"SMS to L'i 66 KK '� ' ;^ 4'k21WMNC= 2x3'x 1/B'5052- H32 ANGLE EA SIDE �� PLACE WASHER UNDER SCREW SLAB/FOOTING R,EEMMf PLAN OR 2x 3x 0.06-15052-H32 RECEIVING i CHANNELSEE INGUSSETCORNER + 2'x 3'EXTRUSION /r� / "' •. ` (2)#12x3/4"EACHLEG /l/�{'� I%I In SIDEVIEW EACH SIDE - SCREWS SHALL 1"x Tx 0.OWOPEN BACK INTERNALY ENGAGE BOTH PURUN AND SCREW TO UPRIGHT WI(2)#10xi 12 UPRIGHT /' %� / W of �• ��,i n. (1)3ISCREWCONCRETE SCREWAN 1SMS 0xI FASTEN TOSAVE RAIL M #10x1la' SPACED 11/4"TYP mU PRIGHT NDA6"FROM UPRIGHT AND AT 24.O.C. / Q EMBED) (2 V4' CONC. EMBED) 2°xTDJ •/ // 5/8" TYP 5 U) O -� NOTCH POST AS REQUIRED FOR Tx EAVE RAIL p• ry/ 3 �" B" • LU (fn U fq Wm UPRIGHT B cc Q o U) J — 9" DRAWN BY 4• ° NOTES: B AG PLATE 1. GUSSET DIMENSIONS ARE MINIMUM(2) DATE DRAWN ANCHORED ANCHORED TO CONC W/1/4'r ;+ ',?• ° • ++ REDID-(1) EA SIDE OF BEAM - MAYBE CO NCRETESCREWANCHOR d ••1 INTERNAL OR EXTERNAL. 2 AsBBEAM SIZECHANEWSGES, ONII/4' 11/20/14 (MIN.11/4'EMBED) n 6"MAX EACH SIDE OF POST - TRACT ADD REVISION AN024'O.C. MAX .S" l+, C F'�sLOPED PURLIN CONNECTION DETAIL CIC SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, Q _ SCALE: NTS WIDTHS CHANGE TO MATCH BEAM SIZE. © FRONTVIEW - SHEEP NO: DJ-1 DOOR JAMB TO CONCRETE DETAIL E ETYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM A-2 SCALE: NTS SCALE: WE A-2 A H_ 2\ L --NOTCH BEAM TO OVERLAP UPRIGHT (6) #14 x 3/4' SMS EACH SIDE G 2"x T x 1/B' x 4" ANGLE P' 2'xY EAVE RAIL PROVIDE #14x1'INTOEACH MEMBER AS INDICATED v CJ m LLI�Q. o 1'XTINTERNALLY BELOW (] ^ SCREWEDTHRU - W (D �( �::K: _ SMBW/(2)#10x2" --- - z;U p 4F'�O: _ INTO SCREEN BOSS NOTE: CONNECTION DETAIL Am — — — i -7 (1)3/6'DIA x4'LAG SCREW `\ AT EAVE RAIL � \�' '• SIMILAR r Z���� Yx4'SMB INTO EXISTING OVERHANG UPRIGHT -KNEE FRAMING/RAFTER TAILV/ BRACE O T� NA P SEE PLANFOR PRO 4\\\\\\ (=0 UPRIGHT SIZELu Lu O CORNER POST W co I Z Lq T ALUM I C7 1 ANGLE W/ (8) 1 4' • • ANGLEWI(8))#14 6063.T6 ALUMINUM I Z SM58(2)#14x3' •• x SMS EACH SIDE 4'x4'x11B'PLATE I I / W/#14 x 1" INTO EACH / W o J w i • • MEMBER AS INDICATED Q • • / K-BRACE: z Z i • FRONT WALL 2"x 3"x0.046" / SIDE WALL: T x 2' 0.046" 0 6' WIDE T BRACKET EACH CONTRACTOR TO VE FY 2"x 4' x • �i • N w BEAMATTACHEDTOFASCIAW/ FASCIA -IF LESS THAN Y x4' • • • ----- Ln Z u b 31B' x 3' LAGS(2 PER BRACKET) FASCIA, Tx4" SUB FASCIA ------- W W Q AND 31B' x 3' LAG ®24'O.C. SHALL BE PLACED OVER, l.L i Lu AT GUTTER LENGTHEN LAG SCREWS TO FULLY PENETRATE SUB FASCIA. BASE PLATE 0 O SUPER GUTTER IF OTHER FASCIA, ADD 2' x 4' PT 1 N LL 0 FASCIA w/ la'LAG BOLTS -1.lrr INTO TRUSS TAILS - z COUNTERSINK FLUSH. WHEN LZD H-1 N O VTLAG SCREWS, CORNER K-BRACE DETAIL PREZRIINSTALLING PREVENT wl TO PREVENT 3 SCALE: NTS A-3 i g SPLITTING. /� SPLITTING. c L= v� V \EXTRUDED GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL A-3 SCALE NTS Z n 0 J az 08sm s s GUSSET PLATE Fn SELF MATING a W I�Iee J m � i zFO PER ESERIES BEAM 2"x2'x 1S"ANGLEx a"LONG PROVIDE #14xl"INTOEACH O r^� �-% Z 3 MEMBER AS INDICATED ¢ Z (7 I I BELOW Z a Z LnW^ so I I — — — — — — — WOOD: PURUN I 3 #10x 3 "WOOD SCREWS, 6' I --- ---- z FROM GIRT 8 012" O.C. CONQ o 1/4" DIA. x 3" CONCRETE I CONTRACTOR TO INSTALL 6063-T6 ALUMINUM a SCREWANCHOR, 6" (2)#14x2 SMSTHRUBRACE 4'x B'x 1/6'PLATE I uj O FROMGIRTB®24"O.C. I INTO BEAM THRU GUSSET I W/#14x1°INTO \ EACH MEMBER AS V) W (4)#10x 11/2"INTO PLATE I INDICATED , SCREWBOSS 112'x 6, x L6° • J w 52-H32\ 60LU BRACE:0.046" p�E FRONT WALL 2'x T • -I: I Do U Q N J S z DETAIL#2 SIDEWALLTx2'x0.046" — I ---- 0 _i • • • • I W mUU)w ----- 0Of 6 2"xT OR YX3'HOLLOW GIRT %� • a a a I SECTION GIRT • K-BRACE: / U. CONTRACTOR SHALL RUN FRONT WALL T x3'x0.046° / • GIRT DRAWN BY 1'xY 112 1/4' THRU BOLT TO ATTACH SIDE WALL: TxTx0.046' / I 4°(MIN)UPRIGHT W/ NYLON WASHER 8 AG STAINLESS STEEL NUT I I DATE DRAWN 11/20/14 ' I I REVISION C-1 1X2 TO HOST STRUCTURE DETAIL (4)#12 EA MEMBER e A-3 SCALE:NTS DETAIL #1 H-2 INTERMEDIATE K-BRACE DETAIL A-3 SCALE NTS SNEETNO: _ H-3 ROOF BRACING CONNECTION DETAIL A-3 SCALE: NTS /� H (1) r WnDE x o.12s'z' BRACKET @% EACH BEAM Z. ATTACHED TO FASCIA W/ 31B- (1) 3/8" DIA x 4' LAG 7 x 3- LAGS(3 PER BRACKET) SCREW I NTO EXISTING 1'xY C .4u O• , AND (1)31B'z3'LAG ®24. O.C. OVERHANG FRAMING/ RAFTER TAIL O.B. ATTACHED EACH SIDE OF POST W/#12X 112'SB 6O _` co z �: y y1 Q AT GUTTER FROMBOTTOM AND24'O.C. `�•e:•••� - T `O; I % I U Z O (1)#14x2'SMS6' FROM BEAM AND 24' O.C. 2'x2'1/8'xr LONG I I 5052 H-32 ALLOY ALUM ALUM �', %�' \ \, ANGLE W/(2)#12x 110 I I ANGLE OUH-32 ALL ANGLE 5052 H32 ALLOY ��\ , EMS INTO POST& DIA.x23+4' W/ 51W DIA. ALL THREADED ROD 6ALUMINUM (1)3Ar CONCRETE EMBEDMENT W/2"x2"x 1/6O ZINC COATED W/ MIN.6' CONCRETE + - O7S � • SCREWANCHOR jWASHER r EMBEDMENT SIMPSON SET OR ALU O5T K // T P \\ EONVALENf ONALSkAL 7' x 7 O.B. 2" x Y 1/B' x Z'LONG 5052 H3 MIA. ALL THREAD ROD 118 /2"x 2' x 118" WASHER/ ALLOY ALUM ANGLE W/ 1� 1-xZ' O.B. BOTTOM PLATE ALVANIZED/ZINC COATED W W CONTRACTOR TO VERIFY /eH (2)#12 x 11/2'SMS INTO POST& W/1/4'x11/4'CONCRETE EMBEDMENT Z W (4)010 x 2'SMS FROM 2'X 4'FASCIA-IF LESS '�"-� (1)3I8' DIA x23/4'CONCRETE �`t'% EMBEOMENTSCREWANCHOR SIMPSON SET OR EQUIVALENT Z5 d Px Y INTO SCREW BOSSES THAN7x4'FASCIA, 7x4' EMBEDMENT SCREWANCHOR 1� FROM POST AND24'O.Q SUB FASCIA SHALL BE - - - LZIJ Q m PLACED OVER, LENGTHEN • 1Ox T' J n 7'SUPERGUTTER LAG SCREWS TO FULLY PENETRATE ToFASCIA -- +:'i: :::9i:: •• ` ?t1-. .;; o.,;.;, •i ;•i •1 ` .. :.'.{::•i .. a,� �,!.' i��,.6",• �`.„ Z Q IFOTHER FASCIA, ADD 2'x 6063-T6ALUMINUM -+•:~%,'.,;,' ••. •%V,If�'°,'�:•'F•";' 0 Z BOLT FASCIA w/12'LAG BOLTS TRUSS ALUM 0.25 ALUM POST ''3- 1i•" `•:• •?�••:�: :. .•.• '••' ',(` 1'xYO.B. �.; ;,�:;':�;.:v::. y; •: `•'a N Z TAILS -COUNTERSINK '.'F�'t ^O.C•i�ia: y' W W FLUSH. WHEN INSTALLING LL 7 0 10 LAG SCREWS, O W PRE4DRILLw/3/8'DRILLT0 4Lx 'DE K F O d W PREVENT SPOTTING. EACH OF ANGLE EACH SIDE OF UPRIGHT B-1 UPRIGHT TO CONCRETE CTD CORNER CONNECTION B-2 A-4 SCALE NTS 6" x 6" POST TO CONCRETE CONNECTION DETAIL A 4 SCALE: NTS G'2 GUTTER BRACE & PURLIN ATTACHMENT DETAIL r CC G SCALE NTS A-4 Z c.i s J a Z 6" x 6'x 0.25' POST '� --- )-- Z$ s I --- Q LJ.1 LLg I9 I I 0 Z j ANGLE EACH SIDE �ann OF UPRIGHT ZC763 ' 2'x r x lAr x ROOF BEAM �ZB BEAM 7INTTx "RNAL DEPH_EG N WPh-S DEPTH ALUM I ING A EACH LEG EACH SIDE EACH 2'x7x1/8'ANGLE EACH SIDE 2'x 2'x 1IM"x ROOF BEAM CHANNEL PLAN RECEIV14 f-OFBEAMW/ (4) x 8/6' SMS 8 DEPTH ALUM ANGLE EACH SIDECH UPRIGHT W/(e) x V4'NNEL LAx E VIEW EACH FLANGE EACH H FLANGE W/0.0621NTERNAL BACKING PLATE AL 914 X 3/4" EACH LEG EACH SIDE •• I SIDE YxSMBI EAVE CARRY BEAM toIk;: o •W• • CARRY BEAM---m U • • NOTCH UPRIGHT AROUND 6083-TB ALUMINUM O J CARRYBSEAM YxSMB CARRIER BEAM I 6' = W F m MANSARD ROOF I UM POST ALUM POST OLLI = N a - rn = =t") BEAM NOTCH UPRIGHT AROUND 1"x2"FASTEN TO CARRIER CARRIERBEAM BEAM W/#10x 112"SPACED I I C.d ELLL fi' FROM END AND ® 24. O.C. 1'XY O.B. I DRAWN Vx Z' FASTEN TO CARRIER A UMANG LE BY BEAM W/#10x 112 SPACED -DEPTH I SIDE OF UPRIGHT W!(8) I AG 6' FROM END AND @24'O.C. #14XW/ EACH LEG EACH SI DE DATE DRAWN I 6' x S"x oss 11 /20/14 POST REVISION V PROOF BEAM TO CARRIER BEAM CONNECTION DETAIL BEAM TO UPRIGHT CONNECTION AT CORNER D-2 ROOF BEAM A-4 TO UPRIGHT CONNECTION SCALE: NTS e SCALE: NTS SHEET NO: A-4 SCALE: NTS A- I } O V O m S- `\��If U ......... = Z moo; 7 PRO�E5$IQNA�6FAL� LLB LU W W Z W Z W a ¢ m V, o �$ 0 •w z � W I 6063-T6 ALUMINUM 11Txl6'x0.125"ALUM SELF -MATING BEAM LAN STRAP W/(5)#14x3/4' P ' VIEW INSOTHTx SMB — CARRIER BEAMS '-------- - - - - - - - - - - - - - - POST EA. SIDE I I - - - - - - ••• 6063-T6 ALUMINUM FRONT \ \ 112" x IT 0.125"ALUM F I ETV \ \\ STRAP W/(5)#14x3l4' f� BEAM IN BOTH Tx SMB I \ \\ 24• CARRIER BEAM 8 I POST EA SIDE i x 4' KNEE BRACE \\ i i 6°x6'x 0.25 POST 71 - 2•x2'xWx6'W1DE T X21/6" xl'x0.063" • j 0 -- ALUM ANGLE 6052 H-32 ALLOY "IN RECEIMNGCHANNEL I 6063d6 ALUMINUM % I I EACH SIDE OF UPRIGHT 1"X70.B. ATTACH TO UPRIGHT W/(3)#12x3t4'SMS I 5'x6'x0.25' 1"x 2' O.B. ATTACH TO UPRIGHT W/I6)#14x3/4'SMS WRH(2)#Ox21?SMS THRU S EA- FACE B(3)012x I I ALUMPOST I WITH(2)#10 x 21T SMS THRU EACH FLANGE UPRIGHT TO SC, BOSSES 3t4"INTO POST •� /y UPRIGHT INTO SCREW BOSSES 1' x 2' O.B. ATTACHED PLUS#10 x 112'SMS 6'FROM I I I PLUS#10x11TSMS6"FROM EACH SIDE OF POST EACH SIDE OF UPRIGHT AND EACH SIDE OF UPRIGHT AND W/#12x 11T SMS TYPICAL AT 24"O.C. MAX TYPICAL AT 24'O.C. MAX 6'FROM BOTTOM I C I AND 24'O.C. UM ALUM Vx6"x O.25' KNEE BRACE CONNECTION DETAIL ANGLE EACH SIDE OF UPRIGHT ANGLE ACHSIDEO Wl(6)#14 x 314' SMS EACH ALUMP POST ALUM POSY SCALE NTS nA-5 FLANGE ,CARRIER CARRIER BEAM CONNECTION BEAM CONNECTION AT CORNER A-5 SCALE: NTS A-5 SCALE: NTS Z O a 2W J 3 J ZF8 ¢Zo$pgy� a LL, Ma! OZ �ann D Z C7 m3E'� o o Vf W LL , AG DATE DRAWN 11/20/14 REVISION N SHEET NO: A-5