Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE COMPLrfty FOR APPLICATION TO BE ACCEPTED - Date:' SCANNED l Permit Number: / " 7 ' )oz BY ,� . - TM _ St. LUCID Count y O ED Building Permit Application 1015 Planning and Development Services i `AM177ING Building and Code Regulation Division St. Lucie Co�n_x' FL 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772)1462-1553 Fax: (772) 462-1578 PERMIT APPLICATION FOR: Commercial Residential Address:"'3N1i L.UU JUIK_X_YJ L=c '' ff 1 Legal Description: �e a� i0 'n '" lJl ��e-� ` v.2t C (b9N Property Tax ID #: �rJa-1-1 O �-�cJ�S'lMJ^� Lot No. a__Y�61 Site Plan Name Block No. Project Name: Setbacks Front Back: Right Side: Left Side: 0U-1, /- VCi0 CL 6Svr`9.— Additional work to be pertormed under this permit- cneck all tnat apply: —Mechanical _ Gas Tank _ Gas Piping _ Shutters _ Windows/Doors Electric 1 _ Plumbing _ Sprinklers _ Generator _ Roof Total Sq. Ft of construction: Sq. Ft. of First Floor: Cost of Construction: $ 7 o oo _ Utilities: —Sewer —Septic Building Height: .;J Name acin l i4-TiIUY'(VICt.'Cl Name: Address: LiS�S1S t1(* Company: 7yt %VM i �'actz \II '' City: -6('3c r� Ie,C e Zip Code: S( Fax: Phone No. State:.. L , $ Address:-1-6510 C0M('6U6C0' 1 C1 C L�Y11 City: Zip Code:3�Agc->� Fax: Phone No. -1-1- - yIL9 5- (97-1 01 Stater( -- E-Mail: Fill in fee simple Title Holder on next page ( if different .. from the Owner listed above) E-Mail:nC)fnif1@ ItQ_ cf ch %(NDN-00m State or County License:('jC 1� SFS�-1 Sq 1'3 -115q If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. SUPLEIVIENTAI. C®NSTRU ®N LIEN W IN'FaRMATIEat N: DESIGIyER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: Not Applicable Name: CP-t1CDt! Al urrijnttm _ Name: Addre s: 31p30 58 -eee 15 Address: City:State: � City: State: Zip: ,�y Phone: 2�1 -90 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 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 with lender or an attorney before commw3.cLng work or recording your.Notice of Commencejnent, ' nature Owner/ Agent/ Lessee ignatur of Contractor/License Holder E OF FLW-1, COUNTY OF e� E OF FL ID COUNTY O 0'- The fo oing inst ment was acknowledged before me The fing instru ent was acknowledged before me this day of Q� 20� by thisday of 20�by (Name of person acknowledging) (Name of person acknowledging) 4La�L Signature of Notary Public- State o Florida) (Signature of NoVary Public- State of F16Acla ) Personally Known OR Produced Identification Personally Known _I,-' OR Produced Identification Ty f d tification Produced Type of Identification Produced ♦�����"B••, BRENDA JOAN ROONE],eal) ♦ RY 0„, Co s �Vocnmm�4c(nn �� ++saes YbnWNDA JOAN RnnNEY '(Seal) Py,3• 'M Commission fxpi�es ` ♦? Commission #i EE 116416 's•, �♦: Auou&LDAnic ��; o� My Commission Expires ;;,♦� August 04, 2015 REVIEWS. FRONT ZONING SUPERVISOR RTLE ; MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 7/20,14 05/28/2015 14:07 7724653252 J05 "PH E. SMIITH. CLERK OF THE GI QUIT COURT SAINT LUCiE COUNTY FILE 9 4097430 i7¢!09l2015 el 02;ge PM OR BOOK $733 Pi4GE 2766 - 27$8 Ooc Typo NC RECORDING: $1 lop PAGE 01/01 i -E OF COMMENCEMENT The undersignedIhereby gives notice t at improvement WM be made to certain real property, a` d n, acc rdance with Chapter 713, Florida uses, the following in ormation is provided iii this Notice of Commencement. fiJ & 1001-1?�-p /-1-:1111L / 5 S`/ t gai Description of Pro rtY: nd str address if availab(a): General description of improveme I C-A--, aWfler info a ' or nee afiort if the Lessee contracted for the improvement: Name Address � •] Interest in props rty: Name and address of simple titleholder (if differe t from owner is ed above): Contractor's Name: - Contractor Add ess: Phone Number surety (if applicable, a cnpy of the payFndnt bond Is attached): Amount of bond: $ _.... Name and address: Phone number. Lender Name: Phone Number: Lender's ad Persons within �he state of Florida dby Owner upon whom notites or other documents may be served os provided by Suction 713.13(1) (a)7., lorida Statutes: Name: Phone Number•. Address: _ in addition to himself or herself, Own designates of to receive a copy of the Uenor's Notice as provided in Sectionr (1) (b), Florida Statutes. Phone number of person or entity des gnated by owner. i of commencement: the expiration data may not be before the completion of construction and final payment to the Expiration date of notice { p contractor, but gill be S year from the date of recording unless a different date is specified) WARNiNGTOOWNER=ANY PAYMENT MADE BY THE OWNERAFTER THE EXPiRATION OFTHE NOTICE OFCOMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTkR 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO'YOUR PROPERTY. A NOTICE of COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOR SITE BEFORE THE FIRST INSPECTION. IF�OU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMWNCEMENT. Under penalty of perjury, I d6ciare tha I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and beheA of Owner or Lessee, or OH(ner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's T The foregoing i 'By 4 I ure of Notary Pu ' (Print, Typc, or Stamp Corn �Y Ppg� SKE»Ri CCn�` * MY COMMiS910% 0 FF IQ= * %p RES: March 14, 2010 �` go„d,dti,ro8udpetNa�ry�O� �f��OF P•� edged before me thiE�L day of for C V Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Personally known _, or produced Identification orlda) Name of Notary Public) Typo of Identification produced I LOT LOT 1'79 180 s,R n1 15897 'S4 118.1 LOT 176 LOT 169 l 1 PROPOSED RESIDENCE a AR 87 SF E 2Y0.90' h le' .AVER Dwr p �m f7Q,00' Sa9'fe:4e'1c- �Q�p U76016 U LOT 168 /�2' d41a 355.ao' +SA:NDlTRAP LANE (60f R ) --- ryp. summyOR'9 NOTES, TO: wnGHO L 0AMf`l4UW WTMCr7KVj& Fr4ppm •CERER H07IFIED TTCORPORAitON florDc7NnNtYGnma�4bpraAi.EYCq,ps, . . u7HE16�ofiR18MTNJK LEGEND AN=RffSTMZmsuIUu4CE z .a7arnclarvoPA7afxlvA�Aewwmo411m RATOF1foM¢f:NLOMNfIRigL781QfoFC /4Ar Or ------- FM4Afd now EYhabaa UtMERWRITER 1 '(pYRN47C� IIf.11YFC7JMY•iL NC -_._--- Al- Cond.j&o am�ArsE7vvo�vAuselwefs, NorEs, /1Mcab>PoiamK�uo nw su "i�r"nv tt ---•••^ LipA( swrn covoo4c a�ew+i�erfl.+D,acorfv<ft�mrinwl - ran toi uttA . tf,toD u 19aHUA1o4W,YA1NiAEn11fN1(tEmD0 BO71RL6C EUADeia cOyfF.1CC - 3262 Sf • 1e; Ai Vmmao1P Po9KEYR7o®••••_•• CoQJe, PNLtrol dYfA110115 )MA4 +I,If5 Y.r 41f. - oerow. rwbEtRhitsMPtE �'Olo ..... __ LfecKiC MandAy/i FFMO Ea rUMM MDR ELVh1304 - WSW f. A118004Wef7165HEAleatg7eU71Mn1IEa. -_01' f41�VA.aei x'aav4iolmsaAxlmaalAxsarE>7Axofaa ®._-_ - Isar.r -V BESCRIPTIOM:Lot109,MOMTECARLO R¢�mnKwmucw7nw.Ascat-venruwtu4 X-_...__ 3'Pof afworon NE.a8mooldedtnPlal of lal pvaoaq !$ CdUNTRY CLUB UNITO f: BfAna1B4 ursma .Tw-wmr wj"wor y Book 23, Page 25, of ttlo Pubk Rem& of SL ' 1IIr 161+A{4/GABFNWW20FH1W43VMPEAMT. Ludo C0UW, FWida. 13OUNDARY SURVEY & ,SITIM PLAN LOT 169 REVISIONS I Prepared For.: 'GHO HMES. -- ra Bar o.woeal o.r.. - GeoPoint - _°� '•' Surveying. Inc. t ? ? 4152,W, Blue Hann Blvd Phone; I561) 4u444cy2720 9mm Seadr. FL 33404 - f6 .o 7768 � .. .. .. ..y� i ., gs:1�;s"•� Oro.nXkM Dale:0.v4eltS .Polo fJo; Sheetl No. I of I Sheets PC•: feW eook R/lSFa SL4. Of A 11[t76C0 Sum7.wa AKO 4aWER Seedva: 37 Twn.34S BaR•39& bb /: I 1 I ' m 1tr1.111. SETBAC6 REQ. FRONT SIDES ! J CFIR SIDES NiA- REAR .5� ZNG. �19 7L:CH. 11(512015 CONTRACTOR: THE PORCH FACTk,ri I DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. 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 SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. Wind Loads I. 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: VuLT =150 MPH, VASD =116 MPH tO �--Fvnncwrw-Patnnnrar—Paragranh 1lt10-A 1•—!r 1 4. Screen Roof Enclosure Table 2002.4 Foundation Design Concrete by others. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound condition, free from structural cracking, spalling, 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 3/4" max - ASTM C 33 iii. Air entraining +/- 1 % - ASTM C 260 iv. W ater 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 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching 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 cure 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. h. 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. 5. 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 Suncoast 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, tbinset, 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 �—S'-0.. -- 1X2(TYP) A-2 2X2 2X2 2X2 2X2 2X2 2X2 I NEEn r•m V N N(n N(n NV) N2 v En N A-2 X N 2X2 2X2 2X2 2X2 2X2 2X2 J[( A-2 2X2(TYP) M rC14 x O N I I M f f A-3 41'-0" ---------------------- 1 X2(TYP) X� NVl Xm C*4 Xm NN coin N(n tom NLn N N 2X3 2X3 2X3 2X3 X3 X3 1X2(TYP) A-2 A-2 A-3 A-4 6'-10" 1-- 8'-0" L� yy YN sT. LucIE co G DrMION� REVIEWED FOR C REVIE63'ED _ DATE pI,ANS Al�t1) PE MUST KEPT ONJO13 OR NO INSPECTION WILL DE WADE' - Cto • co o (0 w —_ ���•> Z ~N��` 7' � • /PROF24I61P(L�ISkAL Z ui a LU Z <o Q = Z O W N z N W N Z J UJ UJ Q 0 0 UJ O a c~n LL O, _ZUO J 0 N V~1 -$ 0 LU VY m U Z �QNN Z Q) o�a� Z�u� to W M d i-" TP DATE DRAWN 01/29/15 SHEET NO: A-1 a� t ALUMINUM MEMBERS DIMENSIONS 1/8" x 2" x 2" EXTRUDED HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" ANGLE 5052 H-32 ALLOY EA 2 x 3: 2" x 3" x 0.050" SIDE 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 21W MIN C%:ANCHOR 2 x 3 Snap: 2" x 3" x 0.050" EMBEOA 2 x 4 Snap: 2" x 4" x 0.045" as SLAB / FOOTING SEE PLAN SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" -2-x-5 SNIB�2-x 5� "50" x-0-.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0,120" 2 x 7 SMB: 2"x 7" x 0:057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 3/8" DIA. CONCRETE (SCREW 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" ANCHORS 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (21/4" CONC. EMBED) MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: 4 a SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): SLAB /FOOTING a ITW / BUILDEX OR EQUIVALENT SEE PLAN MEMBER SIZE I EDGE "C" 2X4 Y" 2X5 1" 2X6 - 2X10 1 Ye" EAVE RAIL (SEE A4 FOR SIZE) INTERNALLY SCREW THRU BEAM W/ (3) #10 x 1 12" 1" x FASTEN TO EAVE RAIL W/#10x 1 1/2" 6" FROM UPRIGHT & 24" O.C. (1) 12" DIA. x 212" THRU BOLT W/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT W/THREADLOCKER MAY BE USED 1" 11 N. 2" x _SMB BEAM NOTCHED OVER UPRIGHT (SEE A-1 FOR SIZE) { \_2" x —AlSMB UPRIGHT (SEE - FOR SIZE) II INSTALLATION REQUIREMENTS: t BOLT IS TO BE INSTALLED AS TO NOT DAMAGE 13ASE MATERIAL. DO NO OVER TIGHTEN. PATENT PENDING r UPRIGHT TO BEAM CONNECTION A-2 SCALE: NTS 11/ MIN CONC a ANCHOR EMEEDMEN 2-4 ta.. MIN a a SIDE VIEW x 2" O.B. BASE PLATE -TYP 5d MIN EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB (1)1/2" DIA. THRU BOLT W/ NYLOCK JAM NUT — IN LIEU-OF-NYLOCK JAM NUT, JAM NUT W/ THREADLOCKER MAY BE USED TIGHTEN TO CONTACT - DO NOT OVERTIGHTEN A> 1"x 2" BASE PLATE ANCHORED TO J, CONC W/ 114" CONCRETE SCREW ANCHOR (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST AND 24" O.C. MAX FRONT VIEW B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL A-2 SCALE: NTS 3/16" 5052-H32 GUSSET 2" x PURLINS ATTACHED TO BEAM W/MIN (4) #10x 1 1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER 1 1/4" SMS @ 1 1/4" O.C. TYP NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL OR EXTERNAL. 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" C/C SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM A-2 SCALE: NTS 212" x 1/8" x (GIRT OR PURLIN WIDTH+ 1/2" x BEAM DEPTH OR UPRIGHT DEPTH -10) ALUM BACKING PLATE 2"x2"OR7x3" MEMBER ��� — c :Z C3 b W 0z PRO E 4AAL{SEAL\ 0 x 1 1/2" SMS INTO =W BOSSES SNAP OR SELF -MATING BEAM ONLY C PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE: NTS 2 x 2" PURLIN - NOTCH BOTTOM_ FLANGE TO OVERLAP UPRIGHT 2 x 2" x 1/8" 6052 - H32 ANGLE EA SIDE OR 2 x 2" x 0.062" 5052-H32 RECEIVING CHANNEL 2"xZ' 1"x 2" x 0.044" OPEN BACK INTERNALY SCREW TO UPRIGHT W/ (2) #10 x 1 117 (2) #12 x 3/4" EACH LEG SMS & FASTEN TO EAVE RAIL W/ I EACH SIDE - SCREWS SHALL #10 x 1 1/2" SMS SPACED 6" FROM ENGAGE BOTH PURLIN AND UPRIGHT AND AT 24" O.C. I UPRIGHT NOTCH POST AS REQUIRED FOR 2" x 2" EAVE RAIL F SLOPED PURLIN CONNECTION DETAIL A_2 SCALE: NTS LLJ LL1 z ul W a Lu (D o Q = c� z 0 u.i 0 �-Z z N w W z LL UJI G OC LLI O V) LL G ZUo J Q z og a f— z LL �';A� ;5Q LL m m z O z o¢��^ c z ED V) LJ P u l", p Ed V) � Vf U LL Q O � O < (L Lo Lu � Q 0) O � 0 m M CN d F rn LL L DATE DRAWN 01 /29/15 SHEET NO: A-2 ° 6" WIDE x 0.125'7" BRACKET NOTE: @ EACH BEAM ATTACHED TO FASCIA W/ 3/8" x ) LAGS (3 PERBRACKET)AND(1)3/8"x3" (2) 3/8" DIA. x 4" LAG SCREWS FOR SPANS GREATER THAN 30'-0" � �,• / LAG @ 24" O.C. AT GUTTER LL (1) 3/8" DIA. x 4" LAG c ; <U O O p 1" x 2" x 0.044" OPEN BACK W/ (2) #10 x 21/2" SMS THRU SCREW INTO EXISTING OVERHANG FRAMING cc co (D r BEAM INTO SCREW BOSSES G ; u �" Q O . ; Z O / (1)#10x11/2"SMS6" FROM BEAM AND 24" O.C. 1/8" S.S. CABLE J� ` PROFES 3ibhACSEAL ---- — — MATING — -- — ELEMENT— — - - - a / -- — -- -- -- - - W • • '$ _ • • _ ______ CONTRACTOR TO VERIFY _ _ ^---r W 1 Z W \ 2" x 4" FASCIA - IF LESS a `. d ' SLAB/FOOTER1/8" (7 d ALUM THAN 2" x 4" FASCIA, 2" x 4" ° a • .4 , MID DEPTH Q • •• ANGLE" l (4) #1 ANGLE W! (4) #14 x 3J4" SUB FASCIA SHALL BE 5"SUPER PLACED OVER, LENGTHEN a4 o LLI rn (� o SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY 4 d Q Q EACH SIDE OF BEAM PENETRATE SUB FASCIA. Z iu 0.062" BACKING PLATE ON IF OTHER FASCIA, ADD 2" x C�C H INSIDE OF GUTTER 4" PT FASCIA w/ 1/2" LAG BOLTS -1 12" INTO TRUSS O C w N 21/8" x 1 1/8" x .062" (MIN.) TAILS - COUNTERSINK 3/8" DIA. x 3" EMBED CONC. SCREW ANCHOR SLAB / FOOTING SEE PLAN Z W W Q LL ALUM RECEIVING CHANNEL FLUSH. WHEN INSTALLING > p 0 x W/ MIN. (2) #12 x 3/4" SMS 1/2" LAG SCREWS, W PRE -DRILL w/ 3/8" DRILL TO d N 2 i PREVENT SPLITTING. i I H-1 rH-1 G CABLE CONNECTIONS AT FOUNDATION i GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL A_3 SCALE: NTS Cc SCALE: NTS Z .a U o C7 N u Z o GUSSET PLATE SELF MATING n I"' $ t E PER ESERIES I BEAM v% W �+ m O G� t O LU in z V zann F Z (D c � Z�� c N PURLIN I (9) #14 x 3/4 SMS W 3 � I I 1/8" PLATE ON 45°ANGLE 6063-T6 ALUMINUM i \ WOOD: 910 x 3" WOOD SCREWS, U' CONTRACTOR TO INSTALL i FROM GIRT & @ 12" O.C. (2) #14 x 2" SMS THRU BRACE INTO BEAM THRU GUSSET i 1/4" DIA. x 3" CONCRETE SCREW ANCHOR, 6" 1 12" x 5" x 1/8" PLATE — — — • • • • — N F W U FROM GIRT & @ 24" O.C. 5052-H32 • cc O m (SCREW BOSS INTO PLATE DETAIL #2 • / O o • Q Lu I EYE BOLT FOR CABLE TENSION • W U z° b W 5" W D_ Li KX> -=goy CONTRACTOR SHALL RUN I a p> u LL 2" x 2" OR 2" X 3" HOLLOW SECTION GIRT 1 12 1/4" THRU BOLT TO ATTACHW/ NYLON WASHER & PERIMETER FRAMING I DRAWN BY STAINLESS STEEL NUT L \ 1"x2" DATE DRAWN 01/29/15 (4) #12 EA MEMBER REVISION DETAIL #1 © _ E-3 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL W2 CABLE CONNECTION AT CORNER SHEET NO: A'3 SCALE: NTS A-3 SCALE: NTS A_3 SCALE: NTS A-3 CORNER POST II 1 (2)#10x11/2"SMS 6" THRU SCREW BOSSES SLAB / FOOTING < SEE PLAN e" SIDE VIEW 1"x 2" O.B. FASTENED TO CORNER POST W/ #12 x 1 1/2" SMS AT 6" FROM TOP & BOTTOM RAILS. TYPICALLY @ 24" D.C. 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H32 ALLOY EA CORNER W/ (2) #14 x 2" SMS INTO POST & (1) 3/8" DIA. CONCRETE SCREWANCHOR INTO CONCRETE 21/4" MIN CONC �Z"� CORNER POST W/ 1"x 2" @ (4) #14 x 3/4" SMS I BACKSIDE INTO POST 3/8" x LENGTH AS REQUIRED FOR 2114" EMBED CONCRETE SCREWANCHOR INTO 1" x 2" BASE PLATE CONCRETE ANCHORED TO CONC W/ 1/4' CONCRETE SCREW ANCHOR d' (MIN. 1 1/4" EMBED) a . 6" MAX EACH SIDE OF POST AND 24" O.C. MAX FRONT VIEW CP-1 CORNER POST TO CONCRETE DETAIL A4 SCALE: NTS _- C ' 4u o o... ;- LLI - > 4 Q o' z L LJ LLJ z LrJ (o a Lu Q) o � Q Z p iu O 1n z vi W LA zLLJ LL j Q 0 Lu cc w t; O 1 a LL 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H32 ALLOY • • (4) #14 x 3/4" SMS • • INTO DJ 2114• MIN CONC SLAB /FOOTING 'ANCHOR EMBEDMEN SEE PLAN . ° a < SIDE VIEW (1) 318" DIA. CONCRETE SCREW ANCHORS (2 1/4" CONC. EMBED) n�Tr x2"DJ 1"x 2" BASE PLATE < ANCHORED TO CONC W/ 1/4" . CONCRETE SCREW ANCHOR ° < •. ° " (MIN. 1 1/4" EMBED) 4 6" MAX EACH SIDE OF POST d AND 24" O.C. MAX ° A. < FRONT VIEW DJ-1 DOOR JAMB TO CONCRETE DETAIL a-� SCALE: NTS � I Z us ` J a k a J (D F < z g� ai u QLJJ W ml O O OLU y. u1 u1 y W $ Z IL7 ^ C o a g3g z bu%J p !/ 1 Lu OC Lu � U a av 2QQ UJIWamrn E3FWt7 Q co u_ DRAWN BY TP DATE DRAWN 01 /28/15 REVISION SHEET NO: A-4