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HomeMy WebLinkAbout19-21949 CITY OF ZEPHYRHILLS ;= 5335-8TH STREET (813)780-0020 21949 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21949 Address: 6629 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: 05-26-21-0080-00600-0350 Improv. Cost: 4,143.00 OWNER INFORMATION Date Issued: 10/25/2019 Name: SILVERS, RICHARD & MARLA Total Fees: 97.50 Address: 6629 WAGON TRAIL ST Amount Paid: 97.50 ZEPHYRHILLS, FL 33541-2559 Date Paid: 10/25/2019 Phone: 863-737-7421 Work Desc: INSTALLATION SCREEN RM W/PANEL ON EXISTING DECK CONTRACTORS APPLICATION FEES POMBOS CONTRACTING SERVICES INC BUILDING FEE 97.50 '1 Ins ectionWkeguired FOOTER 2ND ROUGH PLUMB I C 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 ATURE PERMIT OFFI R 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 Application Fax-81 3-780-0021 Building Department ;i-.Date Received Phone Contact for Peg —r-1171—r-1117111 I rmittini5 § 44 , 85-11 staff . . . I.. . . . . . Owner's Name f-A 0 1' !kw/ Owner Phone Number ;Z Owner's Address 6 2 5+ Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS L 6A tAW OnTA4 t5 4 LOT# SUBDIVISION PARCEL ID# 049 59 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH rf INSTALL REPAIR PROPOSED USE = SFR 0 COMM L OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME STEEL DESCRIPTION OF WORK Scrup ent-tovre- w4h aviba a; 2�'Wm471'-,d PAnO I V'4�t -f- BUILDING SIZE SQ FOOTAGE F2To HEIGHT . . . . . ... . . . ............ I 'YWILDING I' V3 VALUATION OF TOTAL CONSTRUCTION T =ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY W.R.E.C. =PLUMBING 1$ /^(//( =MECHANICAL 1$^ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . . . . . . . . . . . . . . . . . . . . . . BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I YIN Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License MECHANICAL COMPANY = SIGNATURE REGISTERED YIN FEE CURREN Address License*F_ OTHER COMPANY = SIGNATURE REGISTERED YIN FEE CURREN Address License#F- RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms*,R-O-W Permit for now 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 subdIvIslonsnarge projects COMMERCIAL Attach(3)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 wl Silt Fence installed, Sanitary Facilities&I 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 It over$2500,a Notice of Commencement Is required. (A/C upgrades over$7600) 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 (Front of Application Only) Retools if Shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter If on public roadways..needs ROW ` `NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit which may Ua �a�oovo�mnC n� The vndom��u�sumoo ' subject�xcump compliance applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: i, the owner has hired o contractor ur contractors m undertake work,they be required tuh licensed in accordance with state and lo |regulations. If the contractor is not licensed as required by law, both the owner and contractor may uu cited for o 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 0ocontact the Pasco County Building Inspection Division—Licensing Section o*7o7-847- 8009 Furthonnom, if the owner has hired m contractor or contractors, he is advised to have the sign portions of the"contractor Block"uf this application for which they will h*responsible. If you, ou 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 vMPACTIUTILITIESIMPACT AND RESOURCE RECOVERY FEES: The undersigned undmrstand 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~=paid prior to permit issuance. Furthermore,if Pasco County WaterlSewer 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/OWNEFVS 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 m obtain o 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, Welland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. ' Southwest Florida Water Management [xmhot-Wel|x. Cypress 8oyheodo, VVaUond Amuv' ,wmdng Watercourses. ' Army Corps ofEngineers-Seawalls, Navigable ' Department of Health m Rehabilitative menxoox/Envmo ntal Health Unit-Wells, Wastewater Treatment, Septic Tanks. ' "S Environmental"Protection"y"'"v-"°"""="a""==^ Federal Aviation |understand that the following restrictions apply to the use offill: ' Use of fill is not allowed in Flood Zone~V"unless expressly permitted. ' If the fill material is to he used in Flood Zone "K, it is understood that a drainage addressing .compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State o[Florida. ' If the fill material iamue used |n Flood Zone 'K In connection With o permitted building using stem wall construction,|certify will Ue used only m fill the area within the stem wall. ' If fill material is to be used in any area, | certify that use of such fill Will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent the conditions of the building permit issued under the attached permit application, for lots less 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 afridavit 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. ..work ceases for ninety`-~_consecutive days,the,job_considered abandoned. WARNING ToOWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT INSTR#2019173959 OR BK 9988 PG 1 300 Page 1 a 1 S/H 10/11/2019 09:48 AM Rcpt:2098588 Rec: 10.00 IDS:0.00 IT:0.00 Nikki Alvarez-Sowles, Esq.,Pasco County Clerk&Comptroller NOTICE OF COMMENCEMENT Permit No. Property Identification No. —1 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 desc*don:)sdV—O RANCM SUBOM ON PHASES 8,a&BA PB 75 M 075 BLOCK B LOT 35 OR s77e PG 5 a) Street A d Ws: 6629 WAGON TRAIL sTREU,ZS*MZHILLS,FL 335N 2. General description of improvements S�smimm wd,s mcdw of3•kmftbad pmels ova @Aaft do* 3. Owner Information 'a) Name and address: Rkh&-d w mod®Ssvm 6e2e Wasem Tha StzepuhBe R WMI b) Name and address of fee simple titleholder(if other than owner)wA c) Interest in property _4. "Contractor Information a) Name and address: POMBaS CONTRACTM SEWCES INC 4413 N HALE AVE TAIGA FL=14 b) Telephone No.: 81 -3g74m Fax No.(Opt.) 5. Surety Information a) Name and address: - b) Amount of Bond: c) Telephone No.: Fax No.(Opt.) 6. Lender a) Name and address: NTA 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.) S. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: a) Name and address: — 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 RECORDING YOU.NOTICE OF COMMENCEMENT. cl STATE OF FLORIDA COUNTY OF PASCO 2ndz=::� Signature 6F 6w#er or Owner's Amduni=IfOfac;:rlbkpctoripartnermamer Print Name pp � � The foregoing instrument was,acknowledged b me this day of Oc>t ,20 ,by /'t �Zi, St•lvGrs as (type of authority,e.g.officer,trustee,attorney in fact)for (name of party on behalf of whom instamtent was execute Jt'14' Personally Known_OR Produced Identification_ Notary Si �jJ Type of Identification Produced ! a>L Name(print) 00 Verification pursuant to Section 92525,,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 FORiMMOCaysd2o07 auu.a _.—_—.--_,_._...._..,.._...._____.__.. ..�• vn �.-__-..:._.. Si�eofNu�adP�siglroxA6aye-. --- -- - -- - - ---- - a►A �e,•. MICHAEL J`ANSELMO' _--- - -- - --- --- - -...-- - -- - -- - - - -- - ---- - - '� - - - - - - +_ Notary Public-State of Florida - - ° Commission GG 072259 - - - - !�'''�.',FOFc�d:•' My Comm.Expires_Feb,12.2021 ,.-r,*-' .--,.j V FI...OQIDA,COUNTY OF PASCO r.W y 1ST 0 CERTIFY THAT THE FOREGOING IS TPI IF AND CORRECT COPY OF THE DOCUMENT r:�I FILE OR OF PUBLIC RECORD IN THIS OFFICE T;,�ESS MY HAND AN FFIC AL SEALT � m 1 DnY 4F� 2 In�t e 4ru_sr K&COMPTROLL DEPUTY CLERK rY addi � ��� eOF a rx City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: Permit Type: C�e ' dF' � Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ aA I This comment sheet shall be kept with the permit and/or plans. OCT 15 2019 v Kalvin Switzer—Plans Examiner Date Contractolcaneor Homeowner (Required when comments are present) s moss, �. �� �* :32:� ��w�_E. �� � +��.+r' '�'�.�.% "�- nh`+kaY������ � uf�4 'aE���S ci#'•r�j�.'.�4_.`t,,u1 ��LW�(i - Y] ME �6O N �i#.1�',�"'fly(' �����y'E� • ■ '�'�Y h 'ter'-4" }`''`• alM x . Y. Farm �`, `■■ -1 ■ �-��� �,.+k �^ • • w■ .■■ -■• • w ■. �♦ -♦ • 'v a •. • a- ar v14 ►1 4m� 8MM -� 1 } 20/3/204 8 Florida Building Code Online , a r . t Product Approval Method Method 1 Option D , r Date Submitted 0 8/1 612 01 7 Date Validated 08/16/2017 Date Pending FBC Approval 08121/2017 Date Approved 10/10/2017 �o�ProduScat s"i. 3• _ _ �iY','.`.- �3.L.+#=t�:^._: T�`:•;a�`,�.,}r�-=�a�r�:t.-a._'>u= F-_`•'�'" s `z�`rh:��;ecYz%�.:`��J-_"x4`'. 3�i4�_ - •rt:--��:_:r,- '��.�,�.._-. .� -�-_ ,� ,�. ,�r. .r.� - a4 'tr:s - - � ��;: ,,._ �:4_��ri--:�o�e TliiinYier'o;✓N'arie�:i'�.` tt}escti�tionv�•�-� ONE . a H iS491.1F Snap-N-Lock Panel EPS Foam Core Composite Panel,3",4"&6"with Aluminum or. Steel Skins Limits of Use Installation Instructions Approved for use in HVHZ•Yes FL15491 R4 II Dwg,pdf Approved-for use outside�WHZ.Yes Verified By: Frank L.Bennardo,P.E.PE-0046549 Impact Resistant:No .f - Created by Independent. bird Party:Yes E Design Pressure:+991-99 i Evaluation Reports I Other.See installation instructions for maximum ultimate and FL15491 R4 AE Eval.pdf allowable pressures.See installation for panel limitations& Created by Independent Third Party:Yes spans. p r e � Contact Us::2601 Blair Stone Rnad,Tallahassee FL 32399 Phone:SS0.487-1824 The State of Florida is an AA/EEG employer.Cn n ht 2007 2013 State of Florida. -.Privacy Statement::Accessi Lflgy statement::Refund Statement Under Florida law,email addresses are public records.If you do notwant your e-mal address released In response to a public-records request,do not send elecdvnic - mail to this entity.Instead,contact the office by phone or by traditional mail.IFyou have any questions,please contact 350.487.1395.xPursuant to Section 455.275{2},Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,FS,rm s provide the Department with an email adores;ft they,have one.The email&provided may be used for official communication with the licensee.However email addressee.are public temrd..If vqq do not wish to supply..a,lreisogal address,please provide the Department with an email address which can be made available to the public To detennlne if you are a licensee under Chapter 455,FS., please c8dc here. Product Approval Accepts: . s Credit.Card ,-: vx L mwtwm,P�E- STRUCTALL BUILDING SYSTEMS DESIGN NOTES: MAXIMUM ALLOWAB No 'E�04 oft EPS FOAM COREROOF PANELS - METAL SKIN POSITIVE AND NEGATIVE DESIGN PRESSURES DESIGN PRESSURES:== CALCULATED FOR USE WITH THIS SYSTEM .. :: HAVE BEEN CALCULATED IN ACCORDANCE In- WITH ASCE 7-10 AND THE FLORIDA BUILDING AS NOTED IN CLEAR 6'AZ --41, CODE USING ALLOWABLE STREW DESIGN SPAN TABLES :% —.01 METHODOLOGY WITH THE CRITERIA. OUTLINED HEREIN. TOP&BOTTOM FACING: ENCLOSED STRUCTURELOADS: it I 0 024'ALUM/0,024-ALUM 0:030*ALUM/ 0.03D'ALUM 1. CALCULATIONS BASED ON ASCE 7-10,Vult-130 MPH-180 MPH, 26 ENCLOSED STRUCTURE COMPONENTS&CLADDING,RISK CATEGORY-11, Kd­O.BS,Kzt-1.0,.Kz-TABLE ga STEEL I 26ga STEEL 30.3-1, GCP1-+/-0.I8,15'MMEAN ROOF HEIGHT. R co ­36"MAX OVERHANG SCREENED ENCLOSURE LOADS: (SEj Al CLEAR AT FRONT,25%OF 2. WIND LOADS ARE TAKEN AS'THE MAXIMUM BETWEEN ASCEENCLOSED STRUCTURE COMPONENTS S0�0_�,Z'Pft LAST PANEL WIDTH DESCRIBED ABOVE)AND THE GOVERNING LOADS AS ILLUSTRATED IN FBC TABLE 2002A fn ALONG SIDES,TYP. CLADDING(AS FOR VERTICAL LOADS ON SOLID ROOFS,UP TO 15'MFAN ROOF HEIGHT,Vult-110 MPH-180 MPH: ow fil OVERHANG*- OPEN STRUCTURE LOADS: 3. CALCULATIONS BASED ASCE 7-10,ROOF OVER OPEN STRUCTURE COMPONENTS lk CLADDING, OBSTRUCTED WIND FLOW,RISK C4TEGORY=11,Kd-0,85,KA-1,0,V-0,85,15'MEAN ROOF HEIGHT], Vult-130 MPH-180 MPH. 'LOA LIJ 0 COMBINATIONS UTILIZED IN THIS MASTER PLAN SHEET HAVE BEEN[HiPLIVED FROM THE ALLOWABLE STRESS DESIGN LOAD COMBINATIONS 11"STRATED IN ASCE 7-10 4' ALL WIND SPEEDS LISTED HERE ARE Wit WIND SPEEDS.Yaw WIND SPEEDS MAY BE CALCULATED WITH THE FOLLOWING CONVERSION;Vult-VaW x 1/0.6 >_ -9 PE ...CALCULATIONS CONSIDER 9.46-ROOF-SLOPE.ROOF LIVE LOADS USED IN CALCULATIONS CONSIDER W Z G INC; NG. OPTIONAL 20 PEP AS DEFINED IN FBC SECTION 1607. �R- CONNECTION ATOO�J GENERAL NOTES: UTTER OR MOST STRUCTURE I DRIP PAP 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE. PER SEPARATE PANEL REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDMOW17)FOR USE WITHIN AND OUTSIDE RE W Z.COMPOSITE ROOF.PANEIS SHALL COMPLY WITH CHAPTER 7 SECTION 720,CHAPTER.8 SECTION ENGINEERING OEM THE R be 4 803, S5A LFINISH, AND CHAPTER 26 SECTION 2604 OF THE FBC,. to 1 -2. COLD4.010HAP L INVBSTIGATE,ANO CONFORM To ALL I.OM BUILDING CODE AMENDMENTS CONNECTION AND I WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL MOST STRUCTUREIII I, ISPECIFIC SEALED ENGINEERING, 3 N 33-1/3% CREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.1 . I � PER SEPARATE 4: 0 IN DESIGN PRESSURES AS NOTED HEREIN ARE WED ON A MAXIMUM TESTED PRESSURE DIVIDED BY A ENGINEERING I i 2.0 FACTOR OF SAFETY. 5, THE A NGINUR OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH.WHICH THIS DESIGN IS 0970 BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS in DESIGN WHICH qHALL�,E COORDINATED BY THE PERMITTING CONTRACTOR. 6. SEPARATE Srrfi�PECIFIV'SEALED ENGINEERING SHALL 09 REQUIRED IN ORDER TO DEVIATE FROM LOADS OR SPANS CONTAINED HEREIN, LINEAR INTERPOLATION OFT EA ��SUPPORTING MUCTURE PER T) H LLOWASUESPAN ABLE LISTED HEREIN SHALL HOT BE PERMITTED.CONTACT THIS ENGINEER FOR ALTERNATE SPAN SEPARATE ENGINEERING CALCULATIONS AS MAY BE REWILREDIS GENERIC AND DOES NOT PROVIDE INFORMATION FORA C M 7. THE SYSTEM DETAILED HEREIN SpEcin SITE, FOR SITE CONDITIONS DIFFERENTFROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USBIN CLEAR SPAN ISOMETRIC CONJUNCTION WITH THIS DOCUMENT. N.T.S, ISOMETRIC B. EPS PANEL PERFORMANCE CHARACTERISTICS FOR SELF IGNITION FLAME SPREAD AND SMOKE DENSITY HAVE BEEN FOWALIFIED THROUGH APPLICABLEASTM TEST STANDARDS,SEE EVALUATION REPORT I FOR MORE INRMATI N. 9. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF INCLUDING rT BUT NOT LIMITED TO ANY CONCENTRATED.LOADS WHICH MAY'LlITIPY GREATER DESIGN SHALL BE ROOF LOAD CRITERIA SHAE PROPERLY ANALYZED. A LICENSED ENGINEER OR REGISTERED ARCHITECT SEAL ALL JOINTS 10. EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3105-H254 ALUMINUM FACINGS OR ASTM AM,CS TYPE B HOT DIP GALVANIZED 690 COATED STEEL FACINGS.EXPANDED POLYSTYRENE zr 1 WITH CONTINUOUS 0,024-ALUMINUM, FOAM SHALL HAVE TCkL DENSITY OF 1.0 PCF.THE EPS FOAM SHALL BE ADHERED TO THE ALUMINUM TS R 26GA STEEL CAULICU10 0.030'ALUMINUM FACING WITH MORAO M640 SERIES ADHESIVE(BY ROHN AND HAAS COMPANY),FABRICATION SHALL ILS DENSITY EPS ACCORDANCE WITH APPROVED FABRICATION METHODS BY MANUFACTURER TURER FOR ALL PANELS. /fO 11. THE CONTRACTOR 15 RESPONSIBLE TO INSULATE A MEMBERS FROM DISSIMILAR MATERIALS To .4 CORE FOAF� .QNS PREVENT ELECTROLYSIS. 12, ENGINEER SEAL AFFIXED HERE To vAuCATus srRUCTURALbESIGN AS SHOWN ONLY.USE OPTHIs SPECIFICATION BY CONTRACTOR at.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST F _T SOAMAGES INCLUDING LEGAL F ES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND TMATWHICR 15 CALLED FOR BY E65�STATE, FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN.13 EXCEPT AS EXPRESSLY PROVIDED HEREIN,No ADDITIONAL CERTIFICATIONS OR AFFI RMATIO NS ARE INTENDED. 14. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AN. INVALIDATE THIS CERTIFICATION. 15^2409a CROSS BECKON A'I TYPICAL K TABLE VALUE DERIVATIONS: SCALE8 Pon aptamly1mi E PANELINTERLOCK 1.6MkP'pgolp 5060275,506027C, DETAIL L AECSMTC%RALPROPERTLES DERIVED CERTIFIED TEST REPORTS NmYT- S060270,509014A.5090148 BY TERRAPIN TESTING,ESP0I23SIP-1,ESP0123SIP-2,ESP01235IP-3, for ESPOI23SIP-3A,ESP01235IP4,ESP0I235IP-5,ESP012351P-6,EXP0123SIP-6A,ESP0123SIP-7, ESPOI23SIP-6,ESP0I2.351P-9,ESP017.351P-9A BY ELEMENT MATERIALS TECHNOLOGY. - N.T.S. DETAIL 2. 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PAONTI'oR COIVSLDE rre to Oslo ' NSeS : I S-2409 FOR 48"PANEL WWlr) 1tI'S 2$%oFn P HE AIVFLF•IN. tr ^ y 3 � � • •.,% � �� � 4 �'� r`J i�Y2lt;� Z���N�<<. .�N'bj � �C,y�� � •� ��� x �"„ i t►3; < a•s Ci u 1 M!S w S� fit` + � r �!- is fi '�t "".".r•_^--z r''.-._.__ —._,_. ,,,.,M W�dj.{y�SF M Z�^� -• Mr 5 n-1i;w ,K ,��'. � ����f�+.+ t-'. p '�,°�^r � ���, 11 Y' 1 bLLJ• V1 _ }S .. , • �,n__........,. � • to + i � _pP •r ♦ t i_ fG Y47• _ :: : ,may.} _ ... • ._�..�.».....�__-. ._ • a � t�»: `� bra, h� �' '�• � ��',� � - %��' �,� � �'�# a t • �r� ; � �� � � � a t •� � r 4 , 9 11111111' / I, N // GENERAL NOTES .. II,, O ALUMINUM SPECIFICATIONS: APPLICABLE CODES, REGULATIONS&STANDARDS: 1.THE 2017 FLORIDA BUILDING CODE,6TH EDITION SPECIFICALLY 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS CHAPTER 16 STRUCTURAL DESIGN,CHAPTER 20 ALUMINUM& OTHERWISE SPECIFIED. 'Z:•co o O CHAPTER 23 WOOD. 2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 2. ASCE 7-10.&SEI7 #12 SCREWS 6"FROM ENDS&24"CENTER TO CENTER. 0 o < - 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". '. z § c 4. ACI318 CONCRETE REFRENCE MANUAL. 4.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS % Jam'•. c� .., 5. PCI PRECAST&PRESTRESSED CONCRETE. (KICKPLATES)SHALL BE AN INDUSTRY STANDARD OF 0.024 F w 6. AA ASM 35&AA %ADM 1 INCHES. /'//o pR� 5.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN /////I111111111`�\\\ @ o WIND LOADS: WIND SPEEDS EXCEED 75 MPH PER FBC. 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5&TABLE 6. 1"X2"AND 1"X3"ARE NON-STRUCTURAL MEMBERS AND MAY 1604.5: RISK CATEGORY 1. BE USED INTERCHANGEABLYU N 2. BASIC WIND SPEED,TABLE 1609C, STATE OF FLORIDA DEBRIS 7. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, J O o REGION&BASIC WIND SPEED, PARAGRAPH 1609.3.1 &TABLE APPROVED BY FLORIDA ENGINEERING LLC. THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION .1 �) 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH I- M w MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C FASTENER SPECIFICATIONS: MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH z < w. THE ATTACHED DETAILS. Z p O 3. FBC 2017 CH.20 ALUMINUM TABLE 2002.4 1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER 3. FOR"PICTURE WINDOW"MODIFICATION TO EXISTING SCREEN U CONCRETE&FOUNDATION DESIGN: ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" 0 O V OR BETTER, INSTALLED TO MFG.) O FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED W J 0 1.WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, IN THESE DETAILS.CONTRACTOR IS TO VERIFY&ASSURE W Q u... if) .L IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE AND FASTENERS TO MANUFACTURING SPECIFICATIONS. EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. Z REGULATORY AGENCY,THE FOLLOWING SPECIFICATIONS ARE 3.WHERE WOOD DECK IS PRESENT USE 1/4"X3 1/2"GALV. LAG W 0) APPLICABLE: SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE W M =_ A.CONCRETE SHALL CONFORM TO ASTM C94 FOR THE SPECIFIED. ~ FOLLOWING COMPONENTS: 4. 1"X2"NON STRUCTURAL MEMBERS ATTACHED TO HOST z O I. PORTLAND CEMENT TYPE 1 -ASTM C 150 A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED W ≤ Q (1) II. AGGREGATES-LARGE AGGREGATE 3/4"MAX.-ASTM C 33 1/4"X2-1/4"TAPCONS OR EQUAL AT 24"O.C.AND 6"FROM ENDS III.AIR ENTRAINING+/- 1%-ASTM C 260 B. FOR WOOD APPLICATION USE#14X2-3/4"WOOD SCREW AT Q Q IV.WATER REDUCING AGENT-ASTM C 494 24"O.C.AND 6"FROM ENDS. U V. CLEAN POTABLE WATER C. FOR ALUMINUM APPLICATION USE#10X1-1/2"SMS OR TEK ~ VI.OTHER ADMIXTURES NOT PERMITTED SCREW AT 24"O.C.AND 6"FROM ENDS o ~ B.METAL ACCESSORIES SHALL CONFORM TO: D.WHERE 1"X2" INSTALLED THROUGHOUT AN"OPEN VIEW" O (O I. REINFORCING BARS-ASTM A615,GRADE 60 SPACING SHALL BE REDUCED TO 18"O.C.AND 6"FROM ENDS II.WELDED WIRE FABRIC-ASTM A185 LL. 0) C.CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" MASONRY SPECIFICATIONS: OR MORE THAN 5".WATER ADDED AFTER BATCHING IS NOT 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD F �lC�� / ► PERMITTED. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ORQ///������� � �; V*6 O D. PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE ON TYPE M OR S MORTAR. ALUMINUM MEMBERS DIMENSIONS 'WL'LCs 4F ',p �� "' Z INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1,2,&3 2.ALL MORTAR SHALL BE TYPE M OR S. w4/ INCLUDING HOT WHEATHER RECOMMENDATIONS. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE HOLLOW SECTIONS E. MOIST CURE OR POLYETHYLENE CURING PERMITTED. MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2 x 2:2"x2"x0.044" F. PRIOR TO POURING CONCRETE SLAB,TREAT THE ENTIRE 4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 2 x 3:2"x3'x0'044" O SUBSURFACE AREA FOR TERMITES IN COMPLIANCE WITH THE REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2 x 4:2"x4"x0.044" Of FBC. • HEIGHT. 2 x 5:2"x5"x0.050" d G.CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. (SLAB ONLY) MISCELLANEOUS: OPEN BACK SECTIONS 2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL 1 x 2: 1"x2"x0.044" FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL 1 x 3: 1"x3"x0.044" PROPOSED CONSTRUCTION IF A MINIMUM 4"CONCRETE COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC SLAB (3000 PSI)IS PROVIDED IN SOUND CONDITION, FREE R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. SNAP SECTIONS FROM STRUCTURAL CRACKING,:SPALLING&OTHER 2.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 2 SNAP:2"x2"x0.050" DETERIORATION.EXISTING FOUNDATION/FOOTING UNDER MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME. 2 x 3 SNAP: 2"x3"x0.050" CONCRETE SLAB MINIMUM 8"x8"W/(1)#5 BAR TO BE IF THE EXISTING STRUCTURE IS ONE OF THESE,A SEPERATE 4TH 2 x 4 SNAP:2"x4"x0.045" O VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO z I- FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS. ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. SELF MATING(SMB) (j 3.WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING, 3. DOOR MAY BE RELOCATED BY CONTRACTOR IN THE FIELD. (NOT 2 x 4 SMB:2"x4"x0.044"x0.100" < DRILL&EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1"MIN. TO AFFECT STRUCTURAL DESIGN) 2 x 5 SMB:2"x5"x0.050"x0.100" 1 u- HOLE, EMBED 4"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE 4.WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR 2 x 6 SMB:2"x6"x0.050"x0.120" Z Z (OR EQUAL)TYP.ALL LOCATIONS. SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI 2 x 7 SMB:2"x7"x0.057"x0.120" OO 4.WHEN INSTALLING 4"CONCRETE SLAB-ADD ADJACENT TO GROUT WITH BONDING AGENT. 2 x 8 SMB:2"x8"x0.072"x0.124" 0 vi EXISTING-DOWELL INTO EXISTING CONCRETE 48"O/C W/8"#5 5. INTEGRITY OF EXISTING/HOST STRUCTURE SHALL NOT BE 2 x 9 SMB:2"x9"x0.082"x0.124" R C� - REBARS-DRILL 3/4"HOLE 4"EMBEDMENT EPDXY W/ COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED 2 x 10 SMB:2"x10"x0.092"x0.398"G► O DC NON-SHRINKING"SIMPSON EPDXY TIE"(OR EQUAL). STRUCTURE. p� ��� 0 2 > O)a 5.MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE 6.ALL 2X4&GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED. O w ' LAN [A ctoo N NOTED. RESPONSIBILITIES: o U 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED a CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING DESIGN DATE: 09/30/2019 CODES, LOCAL ORDANANCES,AND THE ENGINEER SHALL REVISION 1: DATE BE NOTIFIED OF ANY DISCREPANCIES. REVISION 2: DATE PAGE DRAWN BY: KT 1 SCALE: NTS N. W _Z :tq o 0 O: J _ a o' ¢ N k ' c • %_ ; /l/lllllllll\��� C) O O'-CJ co o L s F— M 0 U � JO000U TOP VIEW W Q m � w - w HOUSE 1 c' 1X2 1X2 m2X2 I"GUTTER Z D U m DOOR 3"X.024"X 1 B U) 2X4, o O oD - ZCI ~ LLJ1 (iZl I� D1 U CI Q ___________________o r-- Q W rn O Ln N N W cn d. N 2X3 N W Z D 2X3 z 3' 8' GUTTER 8' (~j B A PANELS 2X3 M d M 2X4 MAY BE EITHER Z N N N N oo HOLLOW SECTION F= 2X2 2"x4"x0.044"OR U Q J Q SELF MATING(SMB)1X2 2"x4"x0.044"x0.100" ZO Z J 7-0" 7'-0" -7'-0" 0 0 21' 0 w CD w } rn a w W FnmN \ n 0 o / Ov a DESIGN DATE: 09/30/2019 ELEVATION B REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: KT SCALE: NTS \\\\\\1111111111!//!! .024 FLASHING SEALED TO ECONDARY ANGLE MIN WALL(TYP.) Q�:•(v N LL •,� W 0.125"THICK(NOT _ (4)#10x3!4"SMS REQUIRED FOR 2x3 EXISTING RAFTER _ :W Imo.- l- - h N FASTENING SECONDARY MEMBER) OR TRUSSER C U D = v ~ ANGLE TO COLUMN O O C #12x3!4"SMS @ 17'O.C.TOP j In O (TYP EACH SIDE) RIMARY 2"x2" O &BOTTOM Z O x0.125"ANGLE #12x3/4"SMS @ 12"O.C.TOP LLI rl (B)3/8"0 CONCRETE SCREW O O O O ANCHOR INTO SECONDARY 2)7 #LMEm a 040 X 3 U-HEADER // PRO\\ e (TYP EACH SIDE) O / !!//0111111111\\\\\\ (SEE TABLE) O (TYP EACH SIDE) 050 "RECENING CHANNEL 2'NOMINAL STRUCTURAL OR COMPOSITE PANELS: O "x2"BASE MEMBER FASCIA MIN. (2)#12 X 2"SMS (TYP EACH SIDE) THROUGH RECEIVING FOR ALUMINUM PANS: U r N co ANCHOR SPA CHANNEL @ 12"O.C. #12 X 2'SMS THROUGH • O (- CONCRETE OR FILLED FASTEN TO MASONRY WALL (BOXED END" INTO WD FASCIA J Lo o (MIN)(TYP)(SEE TABLE) 1)3/8"0 CONCRETE SCREW MASONRY W/114"X 3"TAPCONS ALTERNATELY: : (3)PER PAN J � 0) # ANCHOR INTO PRIMARY 18"O/C(INTERNAL) (1)1/4'x3"LAG BOLT L H ANGLE AND©1/4"O 1/4"0 CONCRETE THROUGH RECENING 11 r (� CHANNEL @ 12'O.C. 3"MIN SCREW ANCHOR @ Z < U 24"O.C.BETWEEN COLUMNS 0 < NOTES: (TYP EACH SIDE) ROOF PANEL ATTACHMENT-MASONRY ROOF PANEL ATTACHMENT-WOOD FRAME U O U 318"0 SCALE:NTS SCALE:NTS O CONCRETE SCREW 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY W - O 0) a) ANCHOR ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. W COLUMN 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING LL SIZE B MIN SPA SHALL BE 2 3/4"AT ALL UPRIGHT LOCATIONS.ALL SCREW LENGTH Z AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR W 0) CI) 2X3 0 0 REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER !n r_ ' 2X4 1 3 DECK IS PRESENT. tJ 2X 5 1 3 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED 7 c 2X6 1 4 ON S-1,D.FASTENERS,OTHER BRAND&TYPE SHALL BE APPROVED ALUMINUM INTERNAL OR EXTERNAL Z 0 2X7 1 5 BY ENGINEER. W 4.2X3 W/1X2 CORNER POST SHALL REQUIRE SAME BASE FOR ALUMINUM PANS OR GALVALUME STEEL PANS INTOO GMT NT GIRT OR PURLIN CHANNEL w/(4)#14x.75" 2X8 2 3 & x.7 CONNECTIONS AS 2X4 SHOWN IN TABLE. USE#12X9/16"W/5/8"NEC-WASHER(3)PER PAN INTO BEAM OR UPRIGHT 006 062 ANGLE Q 2X9 2 4 5.IF FOR AN IN-FILL,TOP OF COLUMN CONNECTIONS SIMILAR IF FOR COMPOSITE PANELS#12 X 1"LG 2X10 2 4.5 CONCRETE LINTEL IF WOOD LINTEL SUBSTITUTE 1/4"0X3"LAG .THAN PANEL CLIPS MAYBE USED U SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY&SECONDARY ANGLES. THICKNESS SMS W/1-t/2 NEO WASHER 12"O/C j ��// 6.2X2X.O45 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 LJ� MEMBER. ROOF PER PLAN COVER END OF PANEL 'L____ ____ - - MEMBER O O ti LL a rn 2"x3"OR LARGER UPRIGHT TO CONCRETE BEAM PER PLAN (4)#10x2'SMS INTO WIWO PAVER DETAILS SCALE:NTS SCREW BOSSES (2)1/4"THRU-BOLT UPRIGHT,BEAM-SNAP, SEE ALSO COL/EDGE SELF MATING,OR HOLLOW O BEAM ALTERNATES Z ""ALTENATELY USE: 2"X 2'X 1/8"REC.CHANNEL pOST W/(3)#10x3/4"INTO COL.& C) (3)#10x3/4"INTO BEAM EA.SIDE L i ROOF PER PLAN 2'X2" PER PLAN 0 ATTACH TO ROOF PANELS DETAIL"C"-GIRT OR PURUN TO BEAM O HOST W/#12 X 2-1/2 SMS 12"O/C OR POST DETAIL SCALE:NTS 6"FROM ENDS ROOF TO CARRIER BEAM__ ] / CONNECTION SCALE:NTS ALTERNATES FOR COL. P (2)318"VIA EXPANSION BOLTS TO 2X7AT HEADER: CARRIER BEAM SEE NOTE#1 THIS PAGE (4)3/8'x4"TAPCON THRU 1-DETAIL"C"SHT 3 2 1/4"THRU-BOLT FOR BOLT PLACEMENT BOTTOM LEG OF ANGLE 2-(4)#10 X 3•SMS ( ) SEE ALSO COUEDGE --- INTO CONC. THROUGH MEMBER ABOVE BEAM ALTERNATES ® 2"FROM EDGE 1 INTO COL SCREW BOSS 2'FROM EDGE • 3-NOTCH COL.TO RECEIVE COL.PER PLAN ADJOINING BEARING WALL OF SLAB` L____� OF SLAB' 2' BEAM FASTEN W/ (2)W THRU-BOLT 33/4"FROM EDGE OF SLAB 1„ 0 • / t"X 2"FASTEN TO Z F- RA 1"X2"FN TO ADJOINING WALL U U) CHAIR IL PER PLAN ADJOINING WA W/#12 X 1-1/2 SMS TOP VIEW W/#12 X1-1/2"1-1/2" @ 18"O.C A TOP VIEW SMS @18"O.C. (2)1/4"VIA.MACHINE Q J 1/4"X2-3/4"TAPCONS BOLTS w/WASHERSk3",3'x0.125"POST C LL_ COLUMN PER PLAN OR EQUAL AT 24"O.C. AND 6"FROM ENDS (2)318"DIA EXPANSION BOLTS (3)1/4"DIA.MACHINE BOLTS w/WASHERSZ WHERE KICK PLATE IS INDICATED SEE NOTE#1 THIS PAGE (3'x0.125 ANGLE 1/8k1x2 x33/4" O ZFOR BOLT PLACEMENT FASTEN W/#10X9/16"SMS WHERE SMB USED FOR (LENGTH)ANGLE U �_ (4)3!8'x7"LTD TAPCON pj 8"O/C AT PERIMETER COL.ATTACH PER (INTERNAL) (7= DETAIL"B" CONC.FOOTIN THRU BOTTOM LEG W U) Q / BELOW OF ANGLE INTO CONC. f 0 m W y CONC.FOOTING Q Q U J L11 BELOW w W Cfl N EXISTING CONCRETE TYPICAL SIDE WALL 1/4"TAPCON(RED HEAD MFG.OR EQUAL)6'FROM ENDS 24"O.C. ~ d COLUMN 1-1/2"PENETRATION INTO UNDERLYING FOOTING FRONT VIEW U m FRONT VIEW SCREEN ROOM END WALL 3"x3"POST CONNECTION DETAIL ALT.COLUMN BASE ATTACHMEN DESIGN DATE: 09/30/2019 SCALE:NTS SCALE:NTS DETAIL SCALE:NTS REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: KT SCALE: NTS