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HomeMy WebLinkAbout18-20266 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20266 BUILDING PERMIT PERMIT INFORMATION --LOCATION INFORMATION Permit Number: 20266 Address: 38620 LANSING AVE 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: SLEEPY HOLLOW MHSUB DIV Est. Value: Parcel Number: 02-26-21-0260-04500-0000 Improv. Cost: 48,500.00 OWNER INFORMATION Date Issued: 9/21/2018 Name: SLEEPY HOLLOW Total Fees: 427.50 Address: 38620 LANSING AVE Amount Paid: 427.50 ZEPHYRHILLS, FL. 33542 Date Paid: 9/21/2018 Phone: (813)782-1111 Work Desc: COVER FOR SHUFFLEBOARD COURT 3777 SQ FT CONTRACTOR(S) APPLICATION FEES SUN STATE ALUMINUM INC BUILDING FEE 427.50 hi �_ 6 . r Ins pectio s Required FOOTER 2ND ROUGH PLUMB M16(; INS LATION 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. I REINSPECTION FEES: (c)With respect to Reinspe !on fees will comply with Florida Statute 553.80 (2)(c)th6 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. CONTRA f3T1OR SIGNATURE PERMIT OFFICZR 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-813-780-0021 Building Department Q Date Received ' Z &3 ? — J 3 [� Phone Cont/act for Permitting Owner's Name �.s JVd,` 1Z0L(J /Op/ ?� �(fwner Phone Number it 7 Owner's Address d(O�s ALIA4 i�ij�`y !� d- Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address '/� JOB ADDRESS d(O� (� o�l�A S� �7L� Z k1 t rC 3s v- 3�� `` L�OTT#�y/�b��� SUBDIVISION /�' PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT = SIGN = DEMOLISH INSTALL e REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK S4-a �C �CO3 BUILDING SIZE r'�"� SQ FOOTAGE 3771 HEIGHT TrP4P'�PP�Tr'PPPT-r"4�t°�i ITrP`!'"t"7�P9TPP'TIYIIYIYPr9�1"/��P'T'Pr�P'r'TI"TPv'T�1'r P�T'19�� =BUILDING $'4V 6 \ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ L� AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ 0 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOG ONE AREA =YES NO BUILDER COMPANY u If2/o u W_ SIGNATURE 7 REGISTERED Y/ N FEE CURREN Y/N /� I Address �s/ �T�C./ /u ?A,A 33 y d-' License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y!N Address License# IIIIIIIIIl11I11111I1I11I1111111I1II111111I111I11111I1I111t1llilltll 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 w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsf arge 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,Stonmwater 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. 64-1� 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'on public roadways..needs ROW - _ NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"dNed"restrictions" which may be 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 I, 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 abatement. - 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 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 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.117.0 OWNER OR AGENT Gt`� CONTRACTOR Jea7� 2%� Subscribed and sworn o(or affirmed before me this Subscribed and sworn to,,or of irm d)before me this Y'2Y-IS by *;i, Phq rAIV"S ff-Lf—fs( by rR±b4 y";"s Who is/are personally known tome or hasihave produced Who is/are personally known to me or has/have produced as Identification. as Identification. Notary Public �is.G�-v �(�j Notary Public Co, m'ss' n o Commission No. _'hile State of Nft&TfT,_ ryIVA rfWdbkWmped odd Name of NotL', d or t MyCommf�iion GG 178530 NO�rY Publi°Stet®oY Flortda '4 Nan J Brooks Expires 0?J18l2022 Myncy J r on s 178530 Expires 02J18/2o22 0311712013 12:17 Myott Insurance Enospurg Falls (FAX)IUUM36938 F.00ZI003 �!aga No.. of pages. UZ . 6154 Fob.ft..*Rd .. . ' cs we'r►ereD9rse Cni?s�ec3iiogsaV�sti.raatacr Al fir .' _ r lo 1otd:k�kau -. tB l3C W6s3� ov .� 6fti� ,tpF.?li :Pmy xr ID : :.... t aid:b2lanoessuNeato.1.-71.menthlyfiinwr,est#ee. : — - -- --•� • ,a�•msser�r.is, eOaeC.wee':es.�edHeea;�:.�axto,5e:ce�aeted:in.a:r're.''.. : nxmAv .�t?a ?e tie'e 'arhl c;ca+: ip�s:�rdera: :taS9: re ;eGa: _ t ��'a�Ct,rt�cee�8� e_'Ag age' :•dpdii':strSY��:asd •..•••.. • .•.. ,.. . . .. i. .•or+ :'�• : •�.�?Ytua.,to���asd.v�e�'r,�ar ;aa�er .•. :.'.•_ •'• i e:..�Esi n �.�:.-, • •t.'S?jt�1S.:txVC�$�tall $t0'�,�GPi'b'A�1.CYO`i�Ce�'�1��5•.{ b�F+•�t1A83�)F`.61,i :.;• .:... .. '. . ...•:... ....... .. .. ' `miB,c�i�,tlaris..a��:�sil�ctory'ar�sre;#ieredy.acted.•Y.cts•aie•.�zi�oruert,•, � . . to•da:tSr}York as". ,.._,, •:, � ::watt he:sitad�'25•a�`ifiSfld'•06Gv2 ... .. '.riSftar.�Aoxp7arG�' ` ,'•, ':.See• •,• . l/�;''�`�� DMZ� a�•021 -Gary� — dew�-- �r�'69 � ; s � Giu�'�v t i E I � Pot, tr b i 'i'L[iii ti1Fl I City of Zephyrhiils BUILDING PLAN REVIEW COMMENTS P Contractor/Homeowner: Date Received: .- 48 Site: 2--o Permit Type: Approved w/no comments. Approved w/the below comments: Denied w/the below comments: ❑ ' 6 This comment sheet shall be kept with the permit and/or plans. Kalvi ,Swi Tans Examiner Date Contractor and/or Homeowner (Required when comments are present) . FBC Plans Illlliillli(Illlllillill(Iflllilllll(flliHliliilliil8(illl Fnuilding., &.Engineedng 2018158047 6272 Abbot station Or. R�990966 Rea: 10.00 ; Unit101 W 0.00 IT: 0.00 Zephythlb,FIL 33542 09/18/2018 M. F., Dpty Clerk emt No. Parcel ID No NOTICE OF COMMENCEMENT State of F%ri,ti County of THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement: n � 1. Description of Property: Parcel Identification No. e-7 - Q 2 t,v .t f�G�c� '• Q+ d Street Address: © 1 ~^ 2. General Description of Improvement 3. Owner Information or Lessee Information If the Lessee contracted for the Improvement:-3=(TQk I-\ t41U1 /¢'� Pe,74.�r 4 j/-(a 38�!S Na�.FF{s�'h.s Address (•� / City State Interest In Property: Name of Fee Simple Titleholder. (If different from Owner listed above) Addressfsix"— City State 4. Contractor ma r--• W X Ad ress ��+� City Slate C_J W Contradors Tele hone No.: La W LL fn LLI -: 5. Surety: .a—� J !1" 1 O Z O i -j ?- Namo / O 0 _1 N Address City State (jj F- L1.J I' W Amount of Bond:S Telephone No: 0 O Z Q 6. Lender. r} LL LL U 0 Name U Zz0OLL 6 Address City State H >-OL W LL Y Lender's Telephone No.: 0 Q O X 00 W 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by -4 Section 713.13(1)(a)(7),Florida Statutes: .� 0 D� Z) ZOName = Q'-•j LI.J O OAddress City Stale )g -01�]. 0 � �q� Telephone Number of Designated Person: 0 R ���j-, 8. In addition to himself,the owner designates of LLJQ "L to receive a copy of the Uenors Notice as provided in Section 713.13(1)(b),Florida Statutes. = t_-,Q } Telephone Number of Person or Entity Designated by Owner. f/) F- F--.0 n. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of Construction and final payment to the �( contractor,but will be one year from the date of recording unless a different date Is specified):WARNING TO WNR: ANY PAYMENTS MADE BY T ,tl MENT ARE CONSIDER DEMPROPER PAYMENTS UN ERHCHAPTER 133, PART 11, I ECTON3 713. , FLORIDOER AFTER THE EXPIRATN OF THEIAESTAMES,EAND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 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 {� ° •�T✓ WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. \•., fig, eo A Under penalty of pery'ury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the tiest?:I d y knowledge and belief. -pf m K 7 STATE OF FLORIDA `� c.•� (f� i COUNTY OF PASCO Slgnat�e or Lessee,or Owners or Lessee's Authorized ® e Officar/Director/Partner/Manager Signatory's Title/Office 11 The foregoing Instrument was acknowledged before me lhlls/ je of 20 L%by(a�i l as SS V N'- V t M r(P�t'RlJ r (type of authority,e.g.,officer,trustee,attorney In fact)for `�-crn 1 D J }r} n h, name of(2 c,�+f as g`f� { party on behalf �ofTwhom Instrument was executed). I Personally Known 0QR Produced Ident(frcatlon j Notary Signature/,�� Type of Identification Produced F)1P60% 4 0 L(O$ O Name(Print) gy-ho-r+ F- Al c! :�xl ` PRULA S.O'NEIL,Ph.D.PASCO CLERK B COMPTROLLER, 09/18/201 1 3 am 1 f 1 . •.• N' OR OK g784 PG 149.5 '12e.?v�� yyy',�, aFoctnc3se 1 wpdatalbcs/noticecommencement_1cO53D48 +, NOG 743M ��t`•' ?r` S.M.B. DEP11 S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED "H" WALL "T" "N SIZE CAPACITY THIS PL-Aq� 1 TO BE IN 4" .045" .06' 2 3/8" BOLTS, NUTS WASHERS 1.720 LBS co ,,O.AND FBC 6TH 5" .050" .06" 2 3/8" BOLTS NUTS. WASHERS 55O LBS E 1�IrA EXISJI 6" .050" .06" 3 3/8" BOLTS NUTS WASHERS 2.550 LBS ♦ .•••••. 0 3'X48"COMPOSITE ROOF PANELS,FASTEN 7" .055" 3 3/8" BOLTS NUTS, WASHERS 3 g `�♦��;•\G E N SF •.•9 . TO BEAM W/#10X4"SMS W/1 a"O NEOPRENE 7" .055' .O9" 3 3/8" BOLTS NUTS, WASHERS 3.600 •WASHERS C�8"O.C. 7" 055 .1 5" 3 3 8 BOLT5 NUTS WASHERS 4500 Og' O72 O6" 4 3 8' BOLTS N WASHER5 55OO No.70667 B. O72 09' 4 3/8" BOLTS, NUTS WASHERS 7,000 LBS • * e 072 25" 4 3/8" BOLTS NUTS. WASHERS 7.000 LBS- •• * 072 .O6' 4 3/8" BOLTS NUTS WASHERS 7OOO LBS STATE OF .O72 4 3/8" BOLTS. NUTS. WASHERS 8.900 LBS .A .• P••, CONNECTION W/(N) 082 .125' 4 3/8" ALTS NUTS WASHERS 500 I O •.• QR\� ;Q�`�� 2X SMB 0" .092 .125' 4 3 8' BOLTS NUTS WASHERS 1 �I 'C '•...•..••• 3/8"THRUBOLTS,WASHERS&NUTS SIZE PER SITE NOTE OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER //ass/pNAL ' ♦ CORROSION RESISTANT TYPICAL SPECIFIC DRAWING SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED ALUMINUM COLUMN LOCATED PER PLAN j PRO S 17Ukt EER SEAL ROOF,POST&BEAM CONNECTION DETAIL ENGINEER OF RECORD David W.Smith P.E. FLORIDA LICENSE NUMBER:53608 FASTEN BEAM TO EEC. CHANNEL W/#14X*"TEKS,1 Thomas L.Hanson P.E. SCREW PER INCH OF BEAM FLORIDA LICENSE NUMBER 38654 e 2"xHw SMB XH SMB HEIGHT Mark Ronald Dunn,Jr.P.E. - - FLORIDA LICENSE NUMBER:73968 e FASTEN REC.CHANNEL TO POST W/#14XJ"TEKS,1 SCREW PER Joel Falardeau P.E. INCH OF BEAM HEIGHT FLORIDA LICENSE NUMBER:70667 ALUM POST PER PLAN ALUMINUM COLUMN 2"X4"KNEE BRACE,45" Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 LOCATED PER PLAN CONNECT KNEE BRACE TO COLUMN/BEAM WITH.060"RECEIVING CHANNEL OR GUSSET PLATE FASTEN W/(3)#1Ox3/4"TEKS BEAM TO POST CONNECTION FBC Plans&Engineering AT EACH CONNECTION PT. Jl Services,Inc. 6272 Abbott Station Drive Unit 101 KNEEBRACE CONNECTION Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Website:www.fbcplans.com email:erb@fbcplans.com (1)-1/2"ø LDT CONCRETE NOTE:MINIMUM EMBEDMENT OF DRAWN BY:WP SCREW WITH 2-3/4" ANCHORS INTO CONCRETE FOOTING SHALL EMBEDMENT(MIN EDGE BE 2-3/4"AT ALL POST LOCATIONS.ALL DATE:3/5/18 DISTANCE=3") ---- SCREW LENGTHS AT POST CONNECTIONS PER OUTER FLANGE SHALL BE OF SUFFICIENT LENGTH FOR REVISION: REQUIRED EMBEDMENT INTO CONCRETE 3000 PSI CONCRETE ISOLATED FOOTING ALUM.POSTS PER PLAN FOOTING WHEN A PAVER DECK IS PRESENT. W/2 ROWS OF#4 REBAR SPACED 8" R01 APART. TOP OF GRADE RO 2 (2)-3/8"0 MACHINE BOLTS WITH WASHERS TOP VIEW RO 3 OR(4)#14X 3/4"SMS 42" X.093"ALUM. POST RO 4 : #5X12"REBAR THROUGH EA.SIDE "x 0.125"ANGLE EXTERNAL ': 'a' :: - I (•:' . "_ OR POST,4 6"FROM TOP OF . i I"••'�`' 'a' FOOTER PROJECT ADDRESS: (1)-1/20 LDT CONCRETE .Y. I .•' a' SCREW WITH 2-3/4" A.INTERNAL ALUM.BASE,PREDRILL VERT.FLANGESEMBEDMENT(MIN EDGE rDISTANCE=3 (4)3/8"CONCRETE SCREWS(INTERNAL) ! ■�4■.e�■■■I■d■■ . 38615 HOLLOW NG MOBILE HOME PARK PER OUTER FLANGEW/2-3/4"EMBEDMENT,3"MIN.EDGE DISTANCE J 14, ' 38615 LANSING ` #5X12"REBARTHROUGH zEPHYRHILts, �.'. : a .1 m:■i��i�gi■Sal, POST,4"-6"FROM BOTTOM . i j OF POST CONTRACTOR: � ° e1 • d ° 4 4 4 n WIDTH SUN STATE ALUMINUM a d TYPICAL ISOLATED FOOTING DETAIL 3X3 POST CONNECTION DETAIL ALUMINUM DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN • EDI3 IDENT1pL� 10 C 6TH 1 L$$1ING I �� �':• "\c,ENSF '•'•9�i� No.70667 fit • * ' * = STATE OF PR F SI NAL EdEER SEAL ENGINEER OF RECORD David W.Smith P.E. FLORIDA LICENSE NUMBER:53608 Thomas L.Hanson P.E. 3"X48" COMPOSITE PAN ROOF, FL 2291 OR EQ. FLORIDA LICENSE NUMBER:38654 Mark Ronald Dunn,Jr. P.E. I j FLORIDA LICENSE NUMBER:73968 Li _______. ______________________ ______________________ ______________________j I = Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 III 2X8 SMB 2X8 SMB 972X8 SMB ' J ' ' J[ ' . Erik Stuart P.E. II I FLORIDA LICENSE NUMBER:77605 * a 18"X18" 2X4 ALUM. Ncl x X KNEEBRACES, TYP. X Xm I m_____ _______ II II sl I x x1 xx d x `!ice FBC Plans &Engineering Services,Inc. I'i 6272 Abbott Station Drive Unit 101 L �— Zephyrhills,fl 33542 5-11" 16'-0" 16'-0" 16'-0" " Phone:(813)788-5314 2'-0" X 2'-0" X 2-0 5-11 2—0 X 2'—0 X 2'-0 Fax: ISOLATED FOOTING ISOLATED FOOTING email:erb@?1-(866]]-824-7894tbcplans.com TYPICAL OF 10 ��-0. TYPICAL OF 10 Website:www.fbcplans.com C.O.A.-#29054 2'-0" X 2'-6" X 2'-8` 2'-0" X 4'-0" X 2'- INTERIOR ELEVATION - NORTH/SOUTH 8" 2'-0" X 4'-0" X 2'-8" 2'-0" X 2'-6" X 2'-8" DRAWN BY: W.P. ISOLATED FOOTING ISOLATED FOOTING SCAM- 1 - 1'-0" ISOLATED FOOTING ISOLATED FOOTING TYPICAL OF 10 TYPICAL OF 10 TYPICAL OF 10 TYPICAL OF 10 DATE: 3/5/18 REVISION: DATE: RO 1 R02 R03 RO 4 PROJECT ADDRESS: SLEEPY HOLLOW MOBILE HOME PARK 38615 LANSING ZEPHYRHILIS, FL CONTRACTOR: SUN STATE ALUMINUM PLAN/ELEVS - I I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLI 44S� 7-10&FBC 6TH EDI,IIl 1IA1Sd 0,STING FALAR�/✓. C1� • y i No. 70667 •:G = * : * = STATE OF :o . 0 . 3"X48" COMPOSITE PANEL , ` ROOF, FL 2291 OR EQ. //S S/ LEN PRO S IIA7!E EER SEAL ENGINEER OF RECORD David W.Smith P.E. a FLORIDA LICENSE NUMBER:53608 2X8 SMB 2X8 SMB 2X8 SMB o O N Thomas L. Hanson P.E. q O O X x x x x b of FLORIDA LICENSE NUMBER:38654 M 1+1 M M x x 'iix x N Mark Ronald Dunn,Jr.P.E. EXISTING CONCRETE SLAB FLORIDA LICENSE NUMBER:73968 Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 5'-11" 16'-0 J.. 16'-0" 16-0" 5'-7' Erik Stuart P.E. 48'-0" FLORIDA LICENSE NUMBER:77605 COUNTY RD. 54 EAST - FRONT ELEVATION - SOUTH SCALE 1/8"- FBC Plans &Engineering Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 2X9 SMB Fax:1-(866-824-7894 email: b 3�2— Website:www.fbcplans.com cplans.com 2X8 SMB-72X9 SMB 2X9 SMB C.O.A.-#29054 2X8 SMB 2X8 SMB DRAWN BY: W.P. 2X8 SMB DATE: 3/5/18 2X8 SMB • co 2X8 SMB REVISION: DATE: ►� N to a 2X4 ALUM. RO1 O1 KNEEBRACES, °i o - o x X > TYP m i 2 b RO rx� x x i• Ii R03 R04 (STING CONCRETE SLAB EX! u11NG CONCRETE SLAB • L_ '-0" PROJECT ADDRESS: 12-° L_ J L J 12 10'-0" TIP. 9'-10" 9-10 J, 10'-0" 1W. SLEEPY HOLLOW MOBILE HOME PARK 38615 LANSING ZEPHYRHILLS, FL 39'-8' SLEEPY HOLLOW BLVD. - SIDE ELEVATION - WEST CONTRACTOR: FENCE LINE SrJm 1/8"- 1'-0• SUN STATE ALUMINUM PLAN/ELEVS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN IN COMPLIANC CE 7-10&FBC 6TH EDITIo #fJ ING 1 16'-0" 16'-O" 16-0" c - ----- - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - --- ----- -U 2X8 SMB _--- -----2X8 SMB 2X8 SMBNO.70667 3X3"X.0931 3"X3"X.093`' X >E STATE OF ' I POST TYP. POST Typ, ISOLATED FOOTING c I TYPICAL OF 10 ���O�•".��OR1O I " EXISTING CONCRETE SLAB I ISOLATED FOOTING 2'-8" ''ZZ/�S••••••••����``, 4 X4"X.125" TYPICAL OF 10 1 0" I POST TYP. 2'-0" X 2'-0" X 2'-0" PROFESS1Oi E EER SEAL 4"X4 (.125" 1 -0` 16' 0" ISOLATED FOOTING POST TYP. 2X SMB 2X8 SMB 2X8 MB TYPICAL OF 10 ENGINEER OF RECORD I J L J Ll J4X4 LI J4X4 L J L David W.Smith P.E. L11 I I I FLORIDA LICENSE NUMBER:53608 'ol o I U) U), a! MI I I of Thomas L.Hanson P.E. I C !ii l b FLORIDA LICENSE NUMBER:38654 09 OlI i JN �I� �III� N; I Mark Ronald Dunn,Jr. P.E. II I 2X SMB II I 2X9 SMB 2X9 MB r ( , FLORiDALICENSENUMBER:73968 L J L J L JI Joel Falardeau P.E. LIJ L I I I FLORIDA LICENSE NUMBER:70667 I ml m� m' m I I N -1 al ai N I I Erik Stuart P.E. I i I 2 COURTS 0) ' U) 2 COURTS ' 2 COURTS I I FLORIDA LICENSE NUMBER 77605 N N I NI NJ NI N jI Ph E I I�-I I- 2X9 SMB 2X9 SMB 2X9 SMB I- _ r' w I 1 I1 L{-J L1J LIJ LEJ LIJI FBC Plans&Engineering I Services,Inc. MI m!!l m1 i 6272 Abbott Station Drive Unit 101 1 v1i �; yi I Zephyrhills,fl.33542 N I I 0) I I Phone:(813)788-5314 N NI N Fax:1-(8661-824--7894 I I email:erb#�fbcplans.com F -1 2X9 SMB E 1 2X9 SMB r 1 2X9 SMB E1 r'� Website: cptans.com C.O.A.-#2905429054 J LII LIJ LIJ L11 LJI DRAWN BY: W.P. I i(I) Cl),I Nl N� ail DATE: 3/5/18 o,I m 1 c REVISION: DATE: I 'X XI x xi N; N R01 N NI N N In-i r_ 2X L J SMB rl� 2X8 SMB r 2X8 MB r -1 rl I� RO 3 IE -� J Iw 4"X4"X.125" J L J 4"x4"x.125" L I I R0 4 Iz POST Ti?. POST I PROJECT ADDRESS: L •I I( EXISTING CONCRETE SLAB I c Z I SLEEPY HOLLOW MOBILE HOME PARK IX I a ZEPHYRHILLS, FL laJ i 5'-11" 16'-0" 2X8 SMB 2x8 SMB 2X8 SMB CONTRACTOR: — — — — — SUN STATE ALUMINUM `ol 59'-2" o 3"X3"X.093" FLOOR PLAN js 3X3"X.093" POST Ti?. sc C. - t-0' POST Ti?. PLAN/ELEVS I HEREBY CERTIFY THAT I HAVE REVIEWED HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN General NotesEMBEDMENT OF 8X 5.SCREENING MATERIAL SHALL BE 18X14X0.013 OR MINIMUM 5.ALL LAG BOLTS SHALL HAVE A COMPLIANCE ASCE 7-10 AND FBC6TH A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING`(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITIp t f f STING 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. �`� L � PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6 EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 `� P A /� 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL ..••"•••.� MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG-BOLTS AND SCREWS SHALL BE �• G ENS •• 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR � . \ ••-? EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY O • • C. - APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE • IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE No.70667 •� 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR • 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD * ' oZ 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO 3280.105 0 STATE OF • 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE GRADE •1 '•••,ct O R,Op� G•�v`` BE 3000 PSI MIN.,2'MINIMUM.THICKNESS. #5 OR BETTER ZINC PLATED. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR / F ''•• ••'• 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 SHUFFLEBOARD COURT PATIO COVER FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES ON AGGREGATES OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA: -#6 STONE,AS TM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED PLANS. PROFESSIONAL INEER SEAL 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS NOMINAL DESIGN WIND SPEED Vasd: 110 MPH WATER REDUCING AGENT-ASTM C 494. G-185. 2. RISK CATEGORY: II ENGINEER OF RECORD CLEAN POTABLE WATER 1L FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 3. WIND EXPOSURE: B David W.Smith P.E. OTHER ADMD(TURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 4. WIND LOADS: COMPONENT&CLADDING PRESSURES: 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE FLORIDA LICENSE NUMBER.53608 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN SOLID ROOF(MWFRS): 23 PSF CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: INTERNAL PRESSURE COEFFICIENT: +/-0.18 Thomas L.Hanson P.E. 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 RECOMMENDATIONS. ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF FLORIDA LICENSE NUMBER:38654 ASTM E 1300 WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 Mark Ronald Dunn,Jr.P.E. AA ASM35,AND SPEC FOR ALUMINUM PART 1-A,&1-B 5. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94 FLORIDA LICENSE NUMBER:73968 SPALLING OR OTHER DETERIORATION. ASTM C150 6. SOLID ROOF TYPE: 3"X48"COMPOSITE PANEL ROOF,FL 2291 OR EQ. Joel Falardeau P. B.MASONRY: ASTM C33 E. ASTM FLORIDA LICENSE NUMBER:70667 I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 Erik Stuart P.E. TYPE M OR S MORTAR ASTM A185 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) FLORIDA LICENSE NUMBER:77605 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans &Engineering 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE Services,Inc. 2.SIM--SIMILAR MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 6272 Abbott Station Drive Unit 101 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED HOLLOW SECTIONS Zephyrhills,fl.33542 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4.CONT-CONTINUOUS 5.VIF--VERIFY IN FIELD 2 x 2:--------------------------------------2"x 2"x 0.044" 0.024"SHALL APPLY. AILING Phone:(813 788-5314 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 x 2: 3"x 2"x 0.050" WORK SNp�-L COMPLY WIC PRA Fax:1-(866),824-7694 SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1 ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050 STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3: ---------2"x 3"x 0.0701 DES FLORIDA BU11 DING COD Fax:1-Websi e: 6)-B2 www.fbcplans.com ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC 2 x 4:--------------------------------------2"x 4"x 0.050' TONAL ELECTRIC CODE, email:erb@tbcplans com FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2'x 5"x 0.050" OF ZEPHYRNILLS MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN D TF'IE.CA'cS DRAWN BY: W.P.&D.D. INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD O �V� EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS. OPEN BACK SECTIONS DATE: 3/5/18 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" REVISION: DATE: 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:--------------------------------------- 1"x 3"x 0.045" PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR it l RO 1 SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTORAND SNAP SECTIONS ��!��'IrE RO 2 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER 2 x 2 Snap:---------------------------------2"x 2"x 0.045" G V�E� USING#12 SPACING MAY BE 24"ON CENTER 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap: 2"x 3"x 0.050" �` �-1YRHt ((5RO 3 S 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD .ems OF zER Ci�` ' SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" M` 1N RO 4 "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND PLANS EX SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS H.MISCELLANEOUS: SELF MATING SMB PROJECT ADDRESS: VISIBLE WHEN PANEL IS INSTALLED. D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" I.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WITHOUT A MANUFACTURER'S HOST BEAM. SLEEPY HOLLOW MOBILE HOME PARK 300 18-8,WITH STANDARD FLAT WASHER UNLESS 2 x 6 SMB:--------------------- 2"x 6"x 0.050"x 0.120" 38615 LANSING MANUFACTURER STANDARD L BOLTS SPECIFIES FOR USE IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" ZEPHYRHILLS, FL SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 2 X 8 SMB: 2"x 8"x 0.072"x 0.224" WITH ACQ PRESSURE TREATED WOOD. ON THE MANUFACTURED HOME 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB: 2"x 9"x 0.072"x 0.224" FLAT WASHERS AND NUTS. IF x 10 SMB: - 2"x 10"x 0.092"x 0.374" CONTRACTOR: 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,Hill,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. SUN STATE ALUMINUM 3.DOOR LOCATIONS MAYBE DETERMINED IN THE FIELD BY CONTRACTOR 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. NOTES