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HomeMy WebLinkAbout18-20469 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20469 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20469 Address: 6526 WAGON TRAIL ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL- Township:` Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVERADO Est. Value: Parcel Number: 05-26-21-0080-00600-0150 Improv. Cost: 6,037.00 OWNER INFORMATION Date Issued: 11/20/2018 Name: ARC NELSON & LYUDMILA Total Fees: 112.50 Address: 6526 WAGON TRAIL ST Amount Paid: 112.50 ZEPHYRHILL FL 33541-2556 Date Paid: 11/20/2018 Phone: 813-616-0710 Work Desc: SCREEN ENCLOSURE W/ FOOTERS 540 SQ FT CONTRACTORS APPLICATION FEES POMBOS CONTRACTING SERVICES INC BUILDING FEE 112.50 Ins ections Required F OTER 2ND ROUGH PLUMB Misc INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies. "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." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTO SIGNATURE PERMIT OFFICER PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit ApjSfl ion Fax-81 - -0021 f Building Department T Date Received _ 'ID '2 l (� Phone Contact for Permittin Z 0 7— 11I 11111 (r,�^ 111 1 Owners Name Nel�n' V la_�y�CG ner Phone Number f D f Owners Address 2 1 K1�J Owner Phone Number I I Fee Simple Titleholder Name I ON Owner Phone Number Fee Simple Titleholder Address 0/% /y� JOB ADDRESS On (&%X, LIT SUBDIVISION V 1 PARCEL ID## 5� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH, INSTALL e REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK Chi eY BUILDING SIZE I I SQ FOOTAGE® HEIGHT BUILDING $ 60 N VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 4J AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO fJ BUILDER SIGNATURE R�GMPD `Y/ N FEE CURRE< \Y 1 111 v Address License#/ ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREt Y/N eaa.ess r o PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA I Y/N Address License#t MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREt Y/N Address License i# OTHER I I COMPANY SIGNATURE REGISTERED I Y 1 N FEE CURREf Y/N Address License## IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if an public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" r which may ire more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abater,,epf, - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone"V"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating tho conditions of the building parmilt issued under the attaGiBd par rinit application,for ioia leas than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. if work ceases for ninety(90)consecutive days,the job is considered abandoned. 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. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTORR � 4Gih��� Subscribed and sworn to(or affirmed)before me this bscribed and swor �4( f"y�d baforne t by '� 1 by fl�l Jl 4��9 Who is/are personally known to me or has/have produced W /ark��mnally kilown to mes a e produced as identification. • d.MM-lS Ctee_,L� as identification. Notary Public Notary Public Commission No. Co� ' slon o. JACQUELINE BOGES o. Name of Notary typed,printed or stamped Name of Notary t elf p' p1s[ a: Expires December 12,2018 Bonded Thre Troy Fein Insurance 600-306.7010 Q� o /�� �1U�711UA City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: `��/y4�8 (�!OIA41Y-aA Date Received: Site: Permit Type: V�1'�e/1 cSlQl2�, Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. �(?, /j Kalvin S Sze — lans Examiner Date Contractor and/or Homeowner (Required when comments are present) •• i�ii�ii�i�ii ui��ii�ii�iiii iiiii ioiii�ii�i olio iiitii ii�i i�ii 2018182626 •Rcpt:2001594 Rec: 10.00 05: 0.00 IT: 0.00 NOTICE OF COMMENCEMENT 10/29/2018 J. G. , Dpty Clerk Permit NO. PgULq S.0'NEIL,Ph.D.PgSCO CLERK a COMPTROLLER 10/29/2018 10:01am 1 of 1 Property Identification No. 05.25-21-0038-0� 15o OR 8K 9809 PG 2414 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 the NOTICE OF COMMENCEMENT. 1. Description of property(legal description:) SILVERADO RANCH SUBDIVISION PHASES E.8 a 8A PS 75 PG 075 BLOCK S LOT 15 a) Street Address: 6526 WAGON TRAIL STZEPHYRHILLS FL 33541 2. General description of improvements SCREEN ENCLOSURE,FOOTER AND PAVERS 3. Owner Information a) Name and address: NELSON OR LYUDMILA ARCE 6528 MGON TRAIL ST ZEPHYRHILLS FL 33541 b) Name and address of fee simple titleholder(if other than owner)wA c) Interest in property ONNERS PRIMARY RESIDENCE 4. Contractor Information a) Name and address: POMBD'S CONiRAOrING SERVICES INC 4413 N HALE AVE TAMPA FL 33814 b) Telephone No.: 813.323.7433 Fax No.(Opt.) 5. Surety Information a) Name and address: wA b) Amount of Bond: c) Telephone No.: Fax No.(Opt.) 6. Lender a) Name and address: wA 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served; a) Name and address: b) Telephone No.: Fax No.(Opt.) . 8. In addition to himself,owner designates the following person to receive"a copy of the Lierioc's Notice as provided in Section 713.13(1)(b),Florida Statutes: a) Name and address: WA b) Telephone No.: Fax No.(Opt.) 9. Expiration date of Notice of Commencement(the expiration date is one 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 CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN TTORNEY BEFORE COMMENCING WORK OR.RECQRDING YOU NQTI4 E_OF COMMENC _ E STATE OF FLORIDA PASCO aVANESSATROJNAR COUNTYOFPASCO , MY COMMISSION 4 GG258402 Signature OF er r Owner's Authorized Officer/Director/Partner/Manager EXPIRES:September 13,2022 wvvvvPrint Name Th foregoing instrument was acknowledged fore e,this t —t day of Q ,20 by �sQnI�n F as /lX IT— (type of au ty,e.g.officer, t ,attorney in fact)for (name of party on behalf of whom ins t was exe Personally Known_OR Produced Identification_ Notary Signature Type of Identification Produced Name(print) Verification pursuant to Section 92.525,Florida Statutes:Under penalties of perjury,I declare that I have read the foregoing and that the facts stated - in it are true to the best of my knowledge and belief. FORMSNOCrvsM07 .. V��� .r�C _O Signanue ofNawnd Person Signing Above -�52� - � Cam. o •�`� TE OF FLORIDA,COUN OF PASCC3 ,AlY OF THE DOCUMEN ST S IS TO CERTIFY THA THE FOREGOING tS�C THIS CT CO IN S OFF D CORRE T,H� „. . =�-�l TRUE t�N EC:ORD No-SS�v` F CI L.SEAS'_5A ___D w ON FIL�QY HAS AI`l` ._,.E �DAY OF TROLLER ' 1L,CLERK�+C®i�4P a� 7 PAULAS,O' DEPUTY CLERK POMBO'S CONTRACTING SERVICES INC 4413 N HALE AVE TAMPA FL 33614 CELL 813-323-7433 FAX 813-249-0077 I YOESLANDYPOMBO,LICENSE HOLDER FOR RESIDENTIAL CONTRACTOR,POMBO'S CONTRACTING SERVICES INC,AUTHORIZE THE FOLLOWING PEOPLE TO APPLY/SIGN FOR PERMITS UNDER MY LICENSE NUMBER CRC1328960 TO THIS CITY OR COUNTY: CITY OF ZEPHYRHILLS PLEASE ALLOW ONLY THE PERSON LISTED BELOW TO SIGN,THIS LETTER SUPERSEDES ALL OTHERS TERESA J PADILLA SOUTO Voj, &a� Poznho CONTRACTOR SIGNATURE CONTRACTOR PRINTED NAME THE FO EGOING INSTRUMENT WAS ACKNOW EDGED B FORE ME THIS DAY OF 'li ,2018 BY Voie,S 0 0 WHO IS PERSONALLY KN, OWN TO ME OR HAS PRODUCED AS IDENTIFICATION. Iawn o�;;S'w ,,, MAGDIEL FERNANDO CEPERO Mv� ;r _State of Florida-Notary Public 'If11„ •= Commission # GG 237948 f�°:� My Commission Expires NOTARY PUBLIC July 12, 2022 1 \ 111111IIIt//,�///!JLLfik 20 6� ,,.���o Q8 32k33 X33 _ Q z� ;y z° �v ALL WORK SHALL COMPLY WITH PREVAILING � CODES FLORIDA BUILDING �� �6; . ^' NATIONAL ELECTRIC CODEC ''•,,�d'� •'PRpF w AND THE CITY OF ZEPHYRHILLS ''��//111111111111``\ o ORDINANCES AH © g0t9 J � o 0 N 1X2 ;RCS2AT N 1X2 J m M 1 ; Cff OF ZF,Pt4Y4 �' C� Z ¢N (4J s E P U 2X2 2X2 DOOR 2X2 DOOR Z 2X4 2X4 rn Z O C NN wl N N N cV; N N N x c� W Q 0 ¢ � ¢ F"' N M d' rn 2X3 2X3 / / 2X3,- z 81_911 27' 8'-9" /7 p O 81'1' X811' FOOTER Z WHERE PAVERS ARE PRESENT U J w IXw 8„X 81' • . . r F-a- �� 2X9 w FOOTING W/ I Z< un (1)#5 REBAR - = U �; PANORAMIC VIEW N 00 X m v) d' x 8" a W 1X2 o & 8"X 8" RIBBON FOOTER DETAIL 0 SCALE: N.T.S. DESIGN DATE: 10/24/2018 _ REVISION 1: 12/17/2018 PAGE: 27' REVISION 2: DATE SCALE: NTS V \\\\\\11111111!////// N (3)1/4"DIA MACHINE BOLTS j I `43"'" � . VA 2"x2"FASTENED TO CARRIER vd 3/4-DIA,WASHERS THRU I I BEAM vd(2)#10x1-12-SMS INTO CARRIER BEAM&POST POST i i .::.C)�:4:/ o SCREW BOSSES EACH END 2•x2x0.062" : O O O'• J= C1. OO RECEMNG CHANNEL I I — W CD D_ Q= O C7 CO ; CARRIER i — ' -> (i p I-- • 01 — ---- '. > 0 cO Q •—I ROOF BEAM -A (3)1/4"DIA MACHINE BOLTS (SLOPED OR FLAT) __� vd 3/4"DIA,WASHERS THRU NOTE USE SIMILAR DETAIL BOLTS vd 3/4"DIA, /�i •...... V w CARRIER BEAM&POST CFOR Q CTiHED CARRIER WASHERS THRU CARRIER rn W BEAM TOP VIEW BEAM&POST /'//// ii II 1"x2"MEMBER ---------- FOR SCREENING ¢ (5)#12x3/4"SMS p I CARRIER BEAM 1 O (TYP.EACH SIDE) II D� 0 #10x1-12"SMS Q 24" (2)2RRO4 S0F(5) CARRIER BEAM p M O.C.MAX CONNECTING (3)1/4"DIA MACHINE Ch H TO 1")Q•CARRIER NOTE:FOR DOUBLE OR TRIBLE CARRIER BOLTS R DIA LU WASHERS THRU CARRIER #10x11/2"SMS 24- BEAM,OUTSIDE WEBS SHALL OVERLAP O BEAM&POST z O V O.C.MAX CONNECTING 4x4 POST OR NOTCH POST AS ABOVE `------------- --- rJ TO 1'SQ"POST FOR 6x6 POST.ALL CASES,CONNECT USING MACHINE BOLTS DECRIBED ABOVE. L.L li (3)1/4"DIA MACHINE BOLTSPOST Ww/3/4"DIA WASHERS THRUWCARRIER BEAM&POST < I MAIN BEAM TO CARRIER BEAM CONNECTION DETAIL ALTERNATELY USE: 1/8"X2"X2"XSURFACE LENGTH ANGLE SCALE: N.T.S. (FOR 2X/4 BEAMUSEO*14=BEAM SIZE FRONTVIEW(FOR 2X8 BEAM USE(8)#14 SCREWS) (9 ~ M c CORNER CARRIER BEAM CONNECTION DETAIL Z G 0 '- ------------------- SCALE: N.T.S. W < J 0 0 0 O < U 0 (4)3/8"x4"TAPCON THRU BEAM PER PLAN O BEAM PER PLAN BOTTOM LEG OF ANGLE INTO CONIC. YI O 0 --------------- - O --------------- (.%J 3-3/4"FROM EDGE 1" OF SLAB(TYP.) Pd Z FRONT VIEW TOP VIEW U w POST NOTCMD TO RECEIVE BEAM (3)X12 X 3/4• (SEE PAGE-2 O FASTENED W/#14x3"QUANITY=BEAM SIZE THROUGH POST FOR SIZE) n�POST(EXAMPLE:FOR 2X8 C.B.USE(8)#14 SCREWS) INTO ANGLE TYP. 8'x2'x2 x33/4" IZ EACH SIDE (LENGTH)ANGLE (4)3/8'x4'TAPCON (INTERNAL) THRU BOTTOM LEG 1/8"ANGLE w/(3)#12x3/4"INTO COLUMN& OF ANGLE INTO CONIC. (3)#12x3/4"INTO BEAM EA SIDE TYP. • • k 0 0 3000 PSI CONIC. •. 4 Z O O SLAB/FT •e (I) ...I 6x6-10x10 WWM • • ;• OR FIBERMESH U SIDE VIEW FRONT VIEW Z I- n" I CARRIER BEAM TO POST CONNECTION DETAIL "x14" POST CONNECTION DETAIL O ZZ < SCALE:N.T.S. (INTERNAL BASE) SCALE: N.T.S. U w O ¢ W < 0(0(1) NOTES: F d' N 1. 3x3 POST TO HAVE 3/8'RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 2"FROM EDGE OF SLAB AND PROVIDE MINIMUM d ' Q CD 2"SPACING TO ANY OTHER CONNECTOR.SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS.THREADED ROD REQUIRES 3"MINIMUM EDGE DISTANCE. 2. 4x4 POST TO HAVE 12"RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 33/4"FROM EDGE OF SLAB AND PROVIDEBMINIMUM 0 a 3-3/4"SPACING TO ANY OTHER CONNECTOR. SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS. DESIGN DATE: 1O/24/2018 3.WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2"FOR PAVER THICKNESS MORE THAN REVISION 1: 12/17/2018 2-1/2"SPECIFICATIONS SHALL BE REQUIRED.PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION. PAGE: 4.WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE 1/8"U-CHANNEL W/(3)2-1/4"TAPCONS INTO WALL AND#12 x 3/4"INTO BEAM E/S QUANITY=BEAM SIZE REVISION 2: DATE G SCALE: NTSV1 2"X 1/8"STRAP @ EACH BEAM RAFTER(TRUSS \\, 111111111//// ///// SECURE WITH 2#10 X 3"SCREWS TAIL©24"O/C S o' ' � //// THROUGH STRAP INTO FASCIA \ 'J: 4t 1 X 2 O.B.0I11FIQ BEAM .050"GUTTER STIFFNER j OPTI 2)•10 X 3"LAG SCRE S©EACH RAFTER FASTEN TO FASIA '-w(2) Z r W c "'1 #12)Q"WOOD SCREW — 'W O Q — O O #1a x r SMS 6 12" FASTEN TO GUTTER w(2) BEAM PER PLAN o o #12 SMS 3 2"X2"BEAMX. LE O U (4)#10X3/4"INTO o ASCIA AND SUB-FASCIA o (2)#10 X 3"SCREWS WHEN BEAM&PURLIN HIT ON CORNER- /�i� � •• •ppfd Q ��� W U EACH SIDE 2"X 2"ANGL SUPER GUTTER &(4)/#12 SM EEACH LEG I SEE"SCREW REQUIREMENT" FOR BEAM SIZE _ N OR fl My•� CO 4"X 2"X.093 ANGLE J W (6)#10 X 3/4 INTO BEAM O O 0 0 (6)#10X3/4 INTO GUTTER o O OO ~ M (BEAM TO PURLIN)FASTEN INSIDE ORNER Z Z < O o _ /(2)#1 5Q"ANGLE _ (� U SIDE VIEW INTO EA-SMS _ INTO EA MEMBER Q U "ALTERNATELY SEE PAGE 5 (BEAM&PURLIN) (9)#10x2"SMS W -I 0 CO GIRT 1/8"PLATE ON 45"ANGLE W < U. I #10 SMS WITHIN 6" OR 1/8")(2"x2"ANGLE vd(4) I OF BEAM&24 O.C. FASTEN GUTTER TO #12 SMS INTO EACH _DETAIL"M"BEAM&PURLIN TO GUTTER ° ° ° Z W FASCIA CRE x2" INTERSECTING MEMBER woo0 scREw 18"o.c. CONNECTION SCALE:NITS I"► _ ^ C (2)#12 SMS o° i . 1" O EYEBOLT FOR N 0 CABLE TENSION Q o PERIMETER RINN 1/8"STAINLESS STEEL 2X2S1/8"ANGLE (2)#14x2" (2)#14 WOOD SCREWS BRAIDED CABLE U EA.SIDE OF BEAM WOOD SCREW INTO FASCIA 18`O.C. '/ (2)#12 SMS I vd(2)#12 SMS M EACH LEG EACH SID L FASCIA(2"x6"MIN.EXISTING) 2)(2x1/8"ANGLE vd(2) GIRT O O ul #12 SMS EA LEG 0) STRUCTURAL DETAIL"I-2"CABLE CONNECTION J 0- TT N GUER o o AT CORNER SCALE:NTS LL CO TOP VIEW ALTERNATELY SEE PAGE 5 SMB o II O DETAIL"H" ° o ii GIRT Z SCALE:NTS 1/8"STAINLESS STEEL 3000 PSI CONC. V BRAIDED CABLE 6)(6-10x10 1/87Q"X4"STRAP NqN. WWM OR FIBERMESH W (2)#12 SMS INTO STRUCTURAL GUTTER 60 60"MAX. O SEE SPLICE SECTION (2)#12 SMS INTO GUTTER SIDE VIEW (2).GUTTER BRACES .s saw EACH vv/(2)#12 SMS INTO GUTTER&(2)#14 WOOD SCREWS INTO FASCIA n(Mw) 1/8")2"x4"STRAP GIRT (2)#12 SMS INTO BEAM GIRT (2)GUTTER BRACES 4"MIN.SLAB (2)#12 SMS INTO GUTTER FASCIA I OHGUTTER&(2)#14 w/FDOTING 3/8"DIA x 3"EMBED CONIC.SCREW ANCHOR WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL) 0 I� �'1 b0d/8"ANGLE v�d(2) o Z 3/16"-5052-H32 GUSSE #12 SMS EA LEG o 3000 PSI CONIC. I U J INTERNAL OR EXTERNAL 6x6-10X10 () J_ LL 60,MMANX WWM OR FIBERMESH Q Q J NOTES: (2)#12 SMS W d 1.SPLICE DETAIL SHOWN MAYBE ROTATED Z Z Q MANSARD APPLICATIONS. FASTENER SPLICE MIN.SCREWS/ O = SMB o O 2.MAINTAIN MIN.1/2"FROM SPLICE PLATE SCHEDULE SECTION EA.HALL OF EA. o o O N O PERIMETER TO CENTER LINE OF SCREWS. SIDE OF 3.ALL SPLICE MATERIALS ARE ALUMINUM BEAM SIZE SPLICE PLATE U) w ALLOY 1/8"x2"x4"STRAP W (SMB) #10 #12 #14 GIRT O O 6005T-5 (2)#12 SMS INTO BEAM 4.SPACE ALL SCREWS(314"MIN.LENGTHN) 2 X 4 2 X 5 X 16" 16 14 12 (2)#12 SMS INTO GUTTER STRUCTURAL GUTTER 4"MIN.SLAB O m O W J EQUALLY AROUND PERIMETER 2 X 5 2 X 6 X 18" 18 16 14 w/FOOTING ' 1.5 .5"ALUM.STRAP F- Q O t0 U) (STAGGERED IF NECESSARY) 2 X 6 2 X 7 X 2 20 18 16 TOP VIEW MASONRY ANCHOR w/(2)1/4"DIA x2-1/4" O V FA 5.SPACE#14 61"MIN.#12 @ 3/4"MIN AND 2 X 7 2 X 8 X 2 24 20 18 Q #10#5/8"MIN 2 X 8 2 X 9 X 2442"" 28 24 20 (TAPCON OR EQUAL) Z O 6.CUT TOP OF SMB TO FIT TIGHT ALONG 2 X 9 2 X 10 X 26" 34 26 22 0 d VERTJOINT. 2X9X.310 2X lox 26" 42 32 24 a �� 7.DRAWING ARE N.T.S. 2 X 10 52 40 28 DETAIL L CORNER LE CONNECTION DETAIL"I-r"CABLE CONNECTION AT FOUNDATION SCALE:NTS DESIGN DATE: 10/24/2018 REVISION 1: DATE PAGE: DETAIL"K"GUSSET CONNECTION REVISION 2: DATE SCALE:NTS SCALE: NTS 7- GENERAL NOTES ALUMINUM SPECIFICATIONS: ,, O "' •�?ti/'�'% 1. DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS&STANDARDS: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS plv. N a 1.THE 2017 FLORIDA BUILDING CODE,6TH EDITION SPECIFICALLY OTHERWISE SPECIFIED. CHAPTER 16 STRUCTURAL DESIGN,CHAPTER 20 ALUMINUM& 2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH = :w o w J o c CHAPTER 23 WOOD. #12 SCREWS 6 FROM ENDS&24"CENTER TO CENTER :U Q 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 2. ASCE 7-10. &SEI7 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 4.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS 4. AC1318 CONCRETE REFRENCE MANUAL. ��� Z o (KICKPLATES)SHALL BE AN INDUSTRY STANDARD OF 0.024 �'� • ' �� "' 5. PCI PRECAST&PRESTRESSED CONCRETE. INCHES. RO���� 6. AA ASM 35&AA ADM 1 5.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC. WIND LOADS: 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5&TABLE APPROVED BY FLORIDA ENGINEERING LLC. U p r- 1604.5: RISK CATEGORY 1. 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, °O FASTNER SPECIFICATIONS: THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION J m 0) co 2. BASIC WIND SPEED,TABLE 1609C, STATE OF FLORIDA DEBRIS 1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH M REGION&BASIC WIND SPEED, PARAGRAPH 1609.3.1 &TABLE MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH w ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONSE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 140 THE ATTACHED DETAILS. z Z < O MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C OR BETTER, INSTALLED TO MFG.) 3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, 3. FOR"PICTURE WINDOW"MODIFICATION TO EXISTING SCREEN U AND FASTENERS TO MANUFACTURING SPECIFICATIONS. ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" p 3.WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2"GALV. LAG FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED W J O op CONCRETE&FOUNDATION DESIGN: IN THESE DETAILS. CONTRACTOR IS TO VERIFY&ASSURE -1 p 1.WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER SCREWS IN LIEU OF MASONRY ANCHORS.UNLESS OTHERWISE W ll. IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE SPECIFIED. EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. r- Z 4. 1"X2"NON STRUCTURAL MEMBERS ATTACHED TO HOST W p N REGULATORY AGENCY,THE FOLLOWING SPECIFICATIONS ARE !�1 I- M c APPLICABLE: A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED LEGEND:(ALL MAY NOT APPLY) v - F- A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 1/4"X2-3/4"TAPCONS OR EQUAL AT 24"O.C.AND 6"FROM ENDS z 0 c FOLLOWING COMPONENTS: B. FOR WOOD APPLICATION USE#14X2-3/4"WOOD SCREW AT SCR=SCREEN Q J c 24"O.C.AND 6"FROM ENDS. KP= KICK PLATE W - y= I. PORTLAND CEMENT TYPE 1 -ASTM C 150 C. FOR ALUMINUM APPLICATION USE#10X1-1/2"SMS OR TEK PW=PICTURE WINDOW Q Q 11. AGGREGATES-LARGE AGGREGATE 3/4"MAX.-ASTM C 33SLIDING WINDOW X= HORIZ. - _ III.AIR ENTRAINING+1-1%-ASTM C 260 SCREW AT 24"O.C.AND 6"FROM ENDS Q IV.WATER REDUCING AGENT-ASTM C 494 D.WHERE 1'X2"INSTALLED THROUGHOUT AN"OPEN VIEW" O=HORIZ. STATIONARY WINDOW < U V.CLEAN POTABLE WATER SPACING SHALL BE REDUCED TO 18"O.C.AND 6"FROM ENDS DH=DOUBLE HUNG WINDOW F-- VI.OTHER ADMIXTURES NOT PERMITTED SH=SINGLE HUNG WINDOW Lo B. METAL ACCESSORIES SHALL CONFORM TO: MASONRY SPECIFICATIONS: SIP=SOLID INSULATED PANEL I. REINFORCING BARS-ASTM A615,GRADE 60 1. CONCRETE MASONRY UNITS(CMU) SHALL BE STANDARD CT=CABLE TIE pR A� CO rn 1I.WELDED WIRE FABRIC-ASTM A185 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED SG=SUPER GUTTER 000-1 E lL C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" ON TYPE M OR S MORTAR. CS=CLEAR SPAN $ OR MORE THAN 5".WATER ADDED AFTER BATCHING IS NOT 2.ALL MORTAR SHALL BE TYPE M OR S. KB=KNEE BRACE PERMITTED. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ALUMINUM MEMBERS DIMENSKDI�O E1.E EpNYRH��' Z D. PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". tip', HOLLOW SECTIONS SN C' H INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1,2,&3 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING „ PSI? 0 2 x 2:2 x2 x0.044 LLI INCLUDING HOT WHEATHER RECOMMENDATIONS. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN opm E. MOIST CURE OR POLYETHYLENE CURING PERMITTED. HEIGHT. 2 x 3:2"x3"x0.044" 0 F. PRIOR TO PLACING CONCRETE,TREAT THE ENTIRE 2 x 4:2"x4"x0.044" � 0 SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE MISCELLANEOUS: 2 x 5:2'x5 x0.050 Q D. FBC. 1.SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR OPEN BACK SECTIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC 1 x 2: 1"x2"x0.044" BARRIER. 2. IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 1 x 3: 1"x3"x0.044"MANUFACTURED HOME, 2.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, TRAILER HOME,OR PRE-FAB HOME. O SPALLING&OTHER DETERIORATION. NO ADDITIONAL FOOTING SNAP SECTIONS �j E OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED IF THE EXISTING STRUCTURE IS ONE OF THESE,A SEPERATE 4TH 2 x 2 SNAP:2"x2"x0.050" P� WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO 2 x 3 SNAP:2"x3"x0.050" f= (1)CONSTRUCTION.3.WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING, ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2 x 4 SNAP:2"x4"x0.045" U J u 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN < w DRILL&EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1"MIN. THE FIELD. SELF MATING(SMB) I - I- O { HOLE, EMBED 4"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE 4.WHERE PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR 2 x 4 SMB:2"x4"x0.044"x0.100" Z Z < (OR EQUAL)TYP.ALL LOCATIONS. SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI 2 x 5 SMB:2"x5"x0.050"x0.100" Z O = 4.WHEN INSTALLING 4"CONCRETE SLAB-ADD ADJACENT TO GROUT WITH BONDING AGENT. 2 x 6 SMB:2"x6"x0.050"x0.120" - O U REBARSEXISTING-DOWELL INTO EXISTING CONCRETE 48"O/C W/8"#5 5. INTEGRITY OF EXISTING/HOST STRUCTURE SHALL NOT BEOU) w Q r 2 x 7 SMB:2 x7 x0.057 x0.120 NON-SHRINKING 3/4"HOLE 4"EMBEDMENT-EPDXY W/ COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED 0 m ° W _j NON-SHRINKING"SIMPSON EPDXY TIE"(OR EQUAL). STRUCTURE. 2 x 8 SMB:2 x8 x0.072 x0.124 0 ° 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE 6.ALL 2X4&GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED. 2 x 9 SMB:2"x9"x0.082"x0.124" � O U)W 2 x 10 SMB:2"x10"x0.092"x0.398" w <( �p NOTED. RESPONSIBILITIES: NOTE:AS INDICATED ABOVE ALL z a 0 MEMBER PROFILES ARE INDICATED ° a 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED IN INCHES. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING DESIGN DATE: 10/24/2018 CODES,LOCAL ORDANANCES,AND THE ENGINEER SHALL REVISION 1: DATE PAGE: BE NOTIFIED OF ANY DISCREPANCIES. REVISION 2: DATE 1 SCALE: NTS 3"X.045 X 2"LEGS REC.CHANNEL \\\\\\\\11 I I 11111111 I 4#10X3/4"SMS REC.CHAN.TO TOP CAP ��� �� // 4 /" 1F ....... ....... ....................... .. .. ... TABLE D 2410 X 2" A v ' SCREW REQUIREMENTS - BOSSES FOR EDGE MEMBER COLUMN BEAM #10X3/4 Z O • W 4 pp PER SIDE PER SIDE d O W o 2X4 2X5 6 7 - --- 2X6 7 7 0 0 1 C 2 7 8 8 'HORIZONTAL OR SLOPE --- -E - y•, J ALUMINUM INTERNAL OR EXTERNAL Z O 2 X 5 2 X 5 6 0 6 0 I EDGE I MEMBER 0 RECEMNG CHANNEL w/(4)#10x75" �- / \ "'I 2 X 5 7 6 INTO GIRT OR PURLIN&(2)#14x75" I /, LLI 2 X 7 8 8 INTO BEAM OR UPRIGHT 0.062 ANGLE /i/ QQ` ��� m W 2X6 2 X 6 1 9 --- ° i BEAM PER PLAN (2)#10x2" i CLIPS MAYBE USED ; '/''''/ 1 i f l l l fP \\\\�� io 2 X 7 8 8 ° ; INTO BEAM EDGE MEMBER ---- ---I 2 X 9 10 9 OR PURLIN PURLIN U N 2 X 10 11 10 I DENOTES SCREW BEAM BCE ---- - r C) co 2X7 2 X 8 8 9 ° PATTERN-NOT J �y� 00 0 2 X 9 10 9 0.0625"6063-T6 FLAT PLATE 00 2 X10 11 10 o NUMBER OF SCREWS I ---------- SEE"SCREW REQUIREMENTS" w/(8) DI X3/4"SMS,MIN.1/2" 4k j IINSTALL BRACE I EDGE.DISTANCE,PLATE MAY BE M I FOR NUMBER OF SCREWS, TO CORNERF SCREW EDGE C TO C EDGE DISTANCE AND C.TO C. FASTENED INTERNALLY TO BRAC (n M , SIZE DISTANCE SPACING SPACING I UPRIGHT,BEAM-SNAP, VE #10 3/8" 3/4" I ZO #12 1/2" 1/2" COLUMN PER PLANS PURLIN SELF MATING,OR HOLLOW ClQ U LJL p U W — pia, DETAIL E-UPRIGHT TO BEAM J � W CONNECTION ALE:NTS DETAIL"D"-ROOF BRACING CONNECTION DETAIL"C" Z -GIRT OR PURLIN TO BEAM � SCALE: r W DETAIL SCALE.NTS OR POST DETAIL SCALE.NTS _ CAF- � Ce) C TABLE"B"SECONDARY ANGLE SCHEDULE - Q `~ NOTE: PAVERS ARE PRESENT,CONCRETE UPRIGHT QTY.TAPCON/SCREW 2'"x2" 063"-DIM.TO MATCH PURLIN ANCHORS SHALL 2X3 "AL'MEMBERS VARYPERR PLAN L MEMBERS PER PL SIZE RECEIVING CHANNEL PURLIN Q Q PENETRATE INTO 0 P (2)#12 SMS INTERNAL TO EAVE U FOOTING 2-1/4"MIN. 2X4 1/2 --__-_- RAIL(3)#12 EACH SIDE INTO PURLIN ) 2X5 1/2 Cfl MO NOTE:WHEN FASTENING 2X6 2/4 - - - -- TO WOOD USE 1/4"GALV. o L LAG SCREW IN LIEU OF 2X7 2/4 FASTEN TOP OF HEADER TO INTERSECTING O O 0) CONC.ANCHORS AND 2X8 3/6 ; MEMBER vd(2)#10 SMS vd1" N o 1 ,� d• Q= O4 ENSURE PENETRATION I PENETRATION INTO SCREW BOSS OF a EAVE RAIL—SEE ° ...L 0 MIN 2-1/4"INTO 2X9 3/6 I MEMBER-TYP.BOTH SIDES a I I STRUCTURAL FRAMING 2X10 4/8 1x2 OPEN BACK I BENEATH(TYP.) I I EXTRUSION UPRIGHT SELF-MATING OR ; PER PLAN p p Z 1/8"x2"x2"x ANGLE I I SNAP SECTION TYP. I (2)#10x2"SMS THRU 1x2 INTO I I 5032 H-32 ANGLE PER PLAN —_— __-------- a EAVE RAIL EACH SIDE OF COLUMN I U I 2-#12 SMS INTO COLUMN N. I 1"x2"O.B.BASE PLATE-TYP. 1/4"MASONRY ANCHOR EACH o o I I N ANGLE-EACH SIDE COL. I o o I 2-1/4"MM.CONC. ANCHOR EMBEDMENT j I FASTEN HEADER Nd(2)#10x3" u 2"MN.WHEN GREATER I INTO SCREW BOSS OF HEADER N p THAN 2x4 UPRIGHT IS USED DETAIL"G"-SLOPED PURLIN SEE TABLE"B"SECONDARY i M p CONNECTION SCAM:NTS ANGLE SCHEDULE I I ALTERNATE HEADER CONNECTION e p WHEN Z—BAR IS USED-FASTEN Z-BAR TO COL/HEADER AT EACH CORNER AND 18"O/C N 1-1/2"x 1/16"PLATE 3000 PSI CONC.SLAB/FTG. (12)#12x1"SMS (TOP OR BOTTOM) 6x6-10x10 SIDE VIEW @1"SPACING W WM OR FIBERMESH Up I i Z ALTERNATE BASE PLATE CONNECTION N N 2"x2"EDGE BEAM ATTACH MEMBER TO BASE PLATE 1/4" ANCHOR 1/4MASONNRCYL I I (INTERNAL)vW(2)#10x2"SMS J W 2—#12 SMS I N a X W ATTACH BASE PLATE TO MEMBER N (2)#LBO"SMS INTO SCREW BOSSES I- d 1/4"TAPCON XL(RED HEAD MFG.OR EQUAL) I B( D XS TE SCREW p CONNECTING EDGE Z Z Q 2 1x2 BASE - I BFAM TO PURLIN 0 = 2 SLAB(BEYOND) I p I I wl _(2)#10x1 1 SMS INTO N O SCREW BOSSES FOR SMB I p ..,,, ,.. N a I R SNAP COLUMN o } J O ?a m 1"x2'BASE PLATE ANCHORED W TO CONC v�d i/4"MASONRY -- -- O ANCHOR 6"MAX EACH SIDE I t— N W FY OF POST AND 24"O.C.MAX I U Ln NOTCH COLUMN AS RE 'D.Q n. Q NP RPLAN COLUM E Z O I 3000 PSI CONC.SLAB/FTG. 6 -10x10 FRONT 1/4"TAPCON(RED HEAD MEG.OR EQUAL)WITHIN 6"OF COLUMN DESIGN DATE: 10/24/2018 WWM OR FIBERMESH &24"O.C.MAX.1-1/4"PENETRATION INTO UNDERLYING FOOTING ALTERNATE DETAIL"G" SLOPED REVISION 1: DATE PAGE: f` DETAIL""B"'-2"x4"OR LARGER SELF MATING " ' PURLIN CONNECTION SCALE:NTS UPRIGHT TO DECK DETAILS SCALE:N.T.S. DETAIL F-DOOR JAMB&HEADER COt�IECTION ��:NTS REVISION 2: DATE v{ SCALE: NTS I \\\\\111111111//l (c) N RAF, UV N o co 1X2 N 1X2 N 1X2 J m m 2X2 N ca N 2X2 Z Z O Q DOOR 2X2 DOOR 0 o v W — 0rn rn 2X4 2X4 m Z I"- W O) 4) W Q O ' N 2X2 2X4 2X4 0 Q U I oo 2X3 2X3 2X3 LLL 3'-6" 6'-9" 3'-6" 3 O 8'-9" _ 27' 8'-9" Z PROPOSED FOOTER AND PAVERS WHERE PAVERS ARE PRESENT Z U)__________ - 60 2X2 8„X 8„ a FOOTING W/ f H 1w ROOF RISE (1)#5 REBAR _- ZZ Z Q U U a ( 61-9n 8a 0 m Q W W 27' of04W L------------- 8"X 8"RIBBON FOOTER DETAIL _ a. o < cc SCALE: N.T.S. o of CHAIR RAIL U a I L__L__________ DESIGN DATE: 10/24/2018 ROOF RISE PROFILE REVISION 1: DATE PAGE: REVISION 2: DATE SCALE: NTS L II !!! J p L . tIIki1i1! 11 ,41, ,1 I 111111 j7 / ItY4≥" Z? J IL • 1 ' j 4)t L/7 &S<&L. 9i' Hi / N,. ____________ iii ! 134 T ' I . I __ ___ "It 9rrq!r Hill t $ • t till its $ g o t l u l l I I i,l It! —. �,K