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Home My WebLink About13-14247 CITY OF ZEPHYRHILLS 5335-8TH STREET '� (813)780-0020 ��r BUILDING PERMIT �` Permit Number: 14247 Address: 7400 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 35-25-21-0010-08800-0000 Improv. Cost: 2,400.00 Date Issued: 6/10/2013 Name: TOWNVIEW RETAIL LLC Total Fees: 135.00 Address: 725 CONSHOHOCKEN STATE RD Amount Paid: 135.00 BALA CYNWYD, PA 190042102 Date Paid: 6/10/2013 Phone: Work Desc: INSTALLATION WALL SIGN 41.38 ILLUMINATED(OPTI-MART) ��,�iCt� �L.:�r�r►ti �-1-�-` . . � ��.� ELECTRICAL ROUGH FINAL (�,� -7 7-(.3 ��c..�r-��ri,,k, �C-l7-�3 REINSPECTION FEES: Reinspection fees will wmply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be 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 rec:ording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in acwrdance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. �� CO TRACTOR SI 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-813-780-0021 Building DepaRmer� Dete Received phone Contact for PermNting ( - � tr � tr � r tt � rr owner:Nam� D�•c9/�J ✓!C �'�'�i-t'/L . owner Pnane I�m,ber Owners Address Z-'7 L1a�"1(� �• • Owner Phane Number Fee Simpk Titleholder Name �— Owner Pharu Number � Fee Simple litleholderAddr�esa JOB ADDRESS � D Ul V� �"(/t l �( S LOT# � SUBDIVISION �— PARC�ID# � ' z� � Z l � C:Y'J �� . O ° � �j (OBTANE D f ROM PROPE RTY TAX NOTICE) WORK PROPOS� e NEW CONSTR 8 ADD/ALT � SIGN Q Q DEMOLJSH INSTALL REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRliCT10N Q BLOCK Q FRAME Q STEEL Q DESCRlPTION OF WORK cn>vi�� l� BUILDING SIZE � SQ FOOTAGE� HBGHT QBUILOING $ �O d VALUATION OFTOTAL CONSTRUCTION �ELECTRICAL ($ � AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. �— OPLUMBING $ �MECHANICAL �� VALUATION OF MECHANICAL INSTALLATION �GAS � ROOFING Q SPEGALTY Q OTHER FINISHEDFLOORELEVATIONS FLOODZONEAREA QYES NO BUILDER COMPANY �� ' SIGNATL�2E REGI3TERED Y I N FEE CURRE� Y I N Address License# ELECTRICIAN /�� C0IAPANY G ��C �� LL C- SIGNA7L�E �,LLI� �:�+y REGISTERED Y/ N FEE CURRE� Y/N Addres$ License# � 3�� (s� —� PLUMBER C0IAPANY s��E REGISTERED Y/ N fEE CURRE� Y I N Address License# � � MECHANICAL � COMPANY SIGNAILIRE REGISTERED Y! N FEE CURRE� Y/N Address license# � -� �7t'�� COMPANY s��E REGISTERED Y( N FEE CURRE� Y/N Address License# 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 I RESIDENIIAL Attach�2)Plot Plans; (2)sets of Builang Plans;{1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Conshudion Plans,Stamweter Plans w/SUt Fence installed, 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Receiyed �' Phone Contact fo Permittin / Z -- 0 �-) � � � ,�._�..^.._..... .. Owner's Name ."� Dwrt�r?h�S1Pe`T�fumber Owner's Address 2 �p �s I/i cJ II�OG,LQ.(� �- �_ Owner Phone Number Fee Simple Titleholder Name �wy � Owner Phone Number �— � Fee Simple Titleholder Address JOB ADDRESS � OD �� IU�1 , �t�° 61 /�`lijc 6 IS �� LOT# �� SUBDIVISION PARCEL ID# J�S ' Z�J • Z I • U 0/O � � • 00 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR 8 ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK I LCU/��N.L}-T�i� (�rL�-(� -�j�� BUILDING SIZE SQ FOOTAGE�� HEIGHT �� BUILDING $ � �B� VALUATION OF TOTAL CONSTRUCTION [�LECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � f �� QGAS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER _'/ ' � „�� 7 COMPANY ��'�r �5� � (G�Lr. G� ��. SIGNATURE V"V REGISTERED Y/ N FEE CURRE� /N Address �� lil Q r �--- License# C� �Z � ( '�'f � ELECTRICIAN ' �G�: COMPANY � SIGNATURE � REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address license# � MECHANICAL COMPANY SIGNATURE REGISTERED Y I N FEE CURRE� Y/N Address License# �— OTHER COMPANY 31GNATURE REGISTERED Y/ N FEE CURRE� Y/N Add�ess License# �— 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,Constructfon Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilitles 8 1 dumpster;Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(3)complete sets of Buildtng 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, 5anitary 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 construcUon. Directlons: Fill out appl(cation completely. Owner&Contractor sign back of application,notarized If over;2500,a Notice of Commencement is required. (AIC upgrades over s7500) •• Agent(for the contractor)or Power of Attomey(for the owner)would be sameone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurveylFootage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLlCENSED 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 requlrements 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 IMPACTlUTILiTIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transpo�tation 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 ident�ed at the time of permitting. it is further understood that Transpo�tation 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 ce�tificate 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, ihey 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'SlOWNER'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 (aws 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 idenfify 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/Wastewate�Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health 8 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 fitl: - 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 �equested, 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 7WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR F CO EMENT. FLORIDA JURAT(F.S. 117.03) � � OWNER OR AGENT � CONTRACTOR ` � �l �� . ubscribed and swor (or affirmed) efore�th'ls Su�scribed and s o be�fore � �._......_....�.�_. �3. ',Z'��%3 bY by ' Who Islare personally known to me or hasJhave produced Who Is/are personally nown to me aslhave produced f: as IdentlficaBon. l�� .� as identl�ication. � ~1 �� l (f � 1 � ��f'� ti ``5'�..�'Tr/' ' �' ~�ri.� uJ-7�K/'��Ii�C Notary Public >�� ----a�---�—�+, Commisslon No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed.printed or stamped May 6, 2013 To Whom It May Concern: The company known as Fastsigns and/or Fastpost of Tampa Bay LLC, CBC 1251948, has the permission of: Phil Donnelly Representative for: Stoltz USA 725 Conshohocken State Rd. Bala Cynwyd PA 19004-2102 regarding the subject property at: 7400 Gall Blvd Zephyrhills,FL 33540 Parcel ID 35-25-21-0010-08/800-0000 For the purpose of installing 1 Lighted Wall Sign as shown in the attached rendition. � ,�� "�__ - --�" . � . Phil Donnelly Stoltz USA STATE OF F�bAR�i4 �Ch n s y/vpn i p COUNTY OF gaseo /�orr+�omcry The for�oing instrument was acknowledged before me on May 5, 2013, by Pf]�� L�oti n e// _ . He is_✓_personally known to me,or has produced as identification (check one). Signatur , Notary Public) Commonwaakh of pQ��s Iv�� NO7qRtAl SEA! RANDf SHfNKMAN,NpTARY PUBLIC Lower Merion 7ownship,MoMgomery�pup�, �Q/7�i �'�jG r��',r-� M Commissiou� ires A I 8,10f 5 (Typed, printed, or stamped name of Notary Public) � �fZS� ✓;� � cs�F�`� �� , City of Zephyrhills BUILDING PLAN REVIEW COMMENTS �'ontrac omeowner: �, � p L �� --__._. Date Received: ,�`,� �-- l Site: /l.�(�� y � �i ,-� 9 Permit Type: C_�lr�i �'�.,�� -eY , ✓7� , Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the pennit and/or plans. , ,��'�'�' Kalvin Swi er— s Examiner Date Contractor and/or Homeowner (Required when comments are present) ��y555 R �i O J n rC _ � �' '� `�^. � (� �; � �' :l � � •� �` ui � _� U � ZC � 1 � � r r J — O � �.7� � y+�v,., f.1 — M �'�'.�l '...J � a 3,� � — o? r :: i Z'� , _ � � '4 '"_.___—_ _ " J] J •' �, � � �� G 1 y � � _' f {, �, °� � , y� � r u r i � � � � O� 6 w � � � 4 V ` ('� � �� , � � ry vt � i'- � � - � _----i I i � � � 3 a � - � ti3 � \ 1 � � ^ � � � � � � � � t � � ` � �� -- �1..� = .,jl U ` ! � n'i a;�i � -_ CQ *°,.�,�~ : ��,� a—F �l'i N i � V �Qt � (D �li �� 1� V.� �"��L7 e6 �7 �N G � C C1' � ic~ � � � � � l/} .y� , _c ri '' � - ? ? �� '� � +� � ',�-°� �' U, � �, ' ,x \�� 'd � �o ��1 � � -- � o . � r: r � � M � 00 u � ' ' � � • vi � i� � � [ �� " '�'iu{' Ol i � i�3, ,�' 'O . 1 r +� ,,= f� i�! � .a 0 I � I �_+ C �J � � � ��•� Y N � � � � �� ...— - '' ' b' �.- � - --.-.F_......_..a_"_- ---`------.____.s��,w.�. .___ - ri - - _ __ __ _��___�._ - - --- - � � ��N1(��yk�SN _._._�-- �tf�N,�Nd t''�� ! (��.t.�a��.1e1� M�tn�� S��d�IQ2iG S�I71N?1,1Hda7 dO,�ZI� Q!�`t��QOJ�1?I1,)37:7 ZN�i01.I.�'�i`�QO� J,�1a�IllB t'QI�O'I:I `S�Q()J J�1i17I6',1�2Id 17t�'��,1.1��1,��d1��n.�7'1!'HS`I?In,41 i71� „ , JOB� OPTI MART I �� i VOl-l�X • � � T,jf'�. SHEET NO l OF 4 ��'� CALC BY DATE �7 c� NeXflIIC�ef c�t, c�lll� 1�3, p1aIIf.Cjty, F�, 33563 CHECKED BY DATE �5/16/13 813.704 4842 ofc/813 704 4843 f� MEMORANDUM: VE#13-01106 A Paul D. Ridvell. P.E. l�e #52683,COA#28035 SIGN"A” (RACEWAY) CLIENT� FASTSIGN-KEI�II�iEDY LOCATION ZEPHYRHILLS, FL WIND= 160 MPH(ULTIMATE) 124 MPH(NOM.) EXPOSURE=C CHANNEL LETTERS BUILDING RISK CAT.=III ENCLOSED ON RACEWAY COMPLIES W/"2010 FBC(SECTION 1609)-ASCE 7-10 FOR THE ULTIMATE VELOCITY INDICATED ABOVE" C&C= 70.0 PSF(ULTIMATE) HEIGHT<= 30 SIGN DIMENSIONS= 3.34 x 12.42 FT � 5 � 7 � MAX SIGN AREA(SF)*P�wSF)= P�K� MAX 41.5 0.070 2.90 T=P/BOLTS= 0.290 K/BOLT 3.34FT � 9 � At=T/20= 0.015 SQIN 1N. GRAVITY: est. 20 #/SQFT P=A*Wa= 0.830 KIPS � T= 0.221 K/BOLT At=T/20= 0.01 l SQIN sxEax: ALL A��G CODES,�FLORIDAIBUI DING PREV CODE,NATIONAL ELECTRIC CODE AND V= 0.083 K/BOLT CITY OF ZEPHYRHILLS ORDINANCES Av=V/]0= 0.008 SQIN BOLT OPTIONS TO SUIT WALLS: ��'i��'��`� - - (� 3/8 " � ALL THREAD THRU BOLTS ��`� �� '��fLLS 3/8 " � RATED TOGGLE BOLTS �'�N� �-��N�� At=0.078 in 2 � 3/8 " � SIMPSON TITEN HD OR EQUAL Av =0.110 in^2 3/8 " � LAG BOLTS W/SHIELDS 3/8 " � EXPANSIONANCHORS 2 ROWS AT S BOLTS EACH @ 3.5 FOOT O.C. MAX TOTAL OF 10 BOLTS PER SIGNMIN. CONTRACTOR TO FIELD VERIFY ALL EXISTING COMPONENTS AND REPORT ANY DISCREPANCIES TO ENClNEER PRIOR TO BEGINNING ANY WORK CALCULATION AND ENGINEER'S SEAL IS FOR WALL ATTACHMENT ONLY U.N.O ��7 13 ' JOB: OPTI-MART �� I �� VO�X � � L�. SHEET NO i OF 4 CALC BY DATE 05/16/13 60'Z c� Alexgnder St, c�ll1� 1�3, plflilt Clt�', � 3�56� CHECKED BY DATE 813.'Z04 484'2 ofc/ 813'Z04 4843 f� MEMORANDUM: VE#13-01106 B Paul D. Ridoell.P.E. i2e #52683,COA# 28035 SIGN "B" (BRANDS YOU LIKE) CLIENT. FASTSIGNS-KENNEDY LOCATION ZEPHYRHILLS, FL WIND= 160 MPH(ULTIMATE) 124 MPH(NOM.) EXPOSURE=C WALL SIGN BUILDING RISK CAT. =III ENCLOSED COMPLIES W/"2010 FBC(SECTION 1609)-ASCE 7-10 FOR THE ULTIMATE VELOCITY INDICATED ABOVE" C&C= 70.0 PSF(ULTIMATE) HEIGHT<= 30 �, g � SIGN DIMENSIONS= 0.67 x 10.00 FT M� SIGN AREA(SF)*P�wSF)= p�K� MAX 6.7 0.070 0.47 T=PBOLTS= 0.059 K/BOLT � 0.67 FT 6 � At=T/20= 0.003 SQIN MINIMUM GRAVITY: est. 20 #/SQFT P=A*Wa= 0.134 KIPS T= 0.045 K/BOLT X X X X At=T/20= 0.002 SQIN SEE ATTACHED FOR 1LLUSTRATION OF SIGN SHEAR: I 0.67 FT V= 0.017 K/BOLT X �' X X Av=V/]0 = 0.002 SQIN , 10.00 FT '� BOLT OPTIONS TO SUIT WALLS: 3/8 " � ALL THREAD THRU BOLTS 3/8 " � RATED TOGGLE BOLTS At =0.078 in^Z 3/8 " � SIMPSON TITEN HD OR EQUAL Av =0.110 in^2 3/8 " � LAG BOLTS W/SHIELDS 3/8 " � EXPANSIONANCHORS 2 ROWSAT 4 BOLTSEACH@ 3.5 FOOTO.C. MAX TOTAL OF 8 BOLTSPER SIGNMIN. CONTRACTOR TO FIELD VERIFYALL EXISTING COMPONENTS AND REPORT ANY DISCREPANCIES TO ENG/NEER PRIOR TO BEGINMNG ANY WORK CALCULATION AND ENGINEER'S SEAL IS FOR WALL ATTACHMENT ONLY UN O S��',�-3 JOB•OPTI MART ��1 � �� /�� va1.l�X ' � ' T T�'t• SHEET NO 3 OF 4 1�1�`� CALC BY DATE 05/16/13 607 S Nexander St, Suite 103, Plant City, FL 33563 CHECKED BY DATE 813 704 484'2 otc/ 813'Z04 4843 f� MEMORANDUM: VE#13-01106 GN Paul D. Kidvell,P.� Re #52683.COA#28035 CLIENT: FASTSIGNS-KENNEp7C LOCATION. ZEPHYRHILLS,FL General Notes and Soec�wtions 1.0 Contrector Responsibility 1.1 Verify all dimensions and report any distrepancies to engineer prior to starting any work. 1.2 Field verify the adequacy of the structure and/or substrate to support the signage. 1.3 Choose a connector from the listed alternatives that may be logistically installed per manufacturer's specifications,given the prevalent field conditions. 1.4 Mixing and matching the listed connectors is acceptable to achieve the desired proper attachment per manutacturer's specifications (i.e.-as substrete dictates,a part of the sign may be attached with all-thread rods,whereas another portion may require Titen HD's) 2.0 Anchors: 1.1 All anchors shall be installed per manufacturer's specifications. 1.2 All anchors are required to have Florida Product Approvai or a Miami-Dade NOA. 1.3 All weather exposed anchors shall be hot-dip galvanized or stainless steel. 1.4 All connectors in contact with pressure treated or fire resistant lumber shall be hot-dip galvanized or stainless steel. 3.0 Epoxy• 3.1 All epozy shall be installed per manufadurer's specifications. 3.2 All surfaces and penetrations shall be prepared in accordance with manufacturer's surface preparation guidelines. 4.0 Silicone Adhesive: 4.1 All silicone adhesive shall be installed per manufacturer's specifications. 4.2 All surfaces and penetrations shall be prepared in accordance with manufacturer's surface preparation guidelines. 5.0 Steel: 5.1 All steel shall conform to ASTM A992(wide flange),ASTM A500(all tube and pipe),or ASTM A36(All other shapes,bars,and plates), unless otherwise noted. 5.2 All steel shall be Fy=36 ksi(46 ksi for tube shapes),unless noted otherwise. 5.3 All exposed metal shall be properly primed and painted,galvanized,or stainless steel. 5.4 All field welds shall be continuous fillet welds with a throat thickness equal to the thickness of the member being welded�1/4"min.�,use 70XX electrode material,or equal. S.5 All shop welds shall be continuous full penetration welds. 5.6 All splices shall be sleeve spliced with a 2'-0"minimum lap,using a 3/S"minimum butt and cap plate,snug fit,with a continuous 1/4"fillet weld along the full edge of the cap plate,U.N.O. 5.7 Other splices shall be defined and noted in the calculations. 5.8 All welds shall meet AWS standards. 6.0 Aluminum: 6.1 All aluminum shall be alloy 6063-T6 or equal in ma[erial and strength properties. 6.2 All welds shall be full penetration continuous welds. 7.0 Wood: 7.1 All wood components shall be#1 Southern Yellow Pine,pressure treated or equal. 7.2 All sheathing shall be exterior grade,pressure treated,and rated. 7.3 All nails shall be ring shank,as specified,and hot-dip galvanized. 8.0 Masonry� 8.1 General specifications for masonry structures: 8.1.1 Masonry construction and materials shall conform to all requirements of,"Specification For Masonry Structures (ACI 530.1/ASCE 6/TMS 602),"except as modified by these contract documents. 8.1.1 Testing of field materials is not required by engineer for this project. 8.1.2 Compressive strength requirement is f'm=1500 psi. 8.1.3 Determination of compressive strength is allowable stress method. 8.1.4 Unit strength method is not applicable. 8.1.5 Quality assurance is not applicable. 8.2 Products: 8.2.1 Mortar Materials shall be type M or S mortar 8.2.2 Masonry unit materials shall be 1900 psi min.,CMU. 8.23 Reinforcement,pre-stressed tendons,and metal accessories shall be 60 ksi rebar(min.). 8.2.4 WWF to be installed as specified. 8.2.5 Stainless steel is not applicable. 8.2.6 Coating for corrosion protection is no[applicable. 8.2.7 Corrosion protection for tendons is not applicable. 8.2.8 Pre-stressing anchorage,couplers,and end blocks are not applicable. 8.2.9 Joint fillers are not applicable. 8.2.10 Lintels to be by Cast Crete or equal. Power's Power-Box lintel is not acceptable. 8.3 Execution: 8.3.1 Pipes and conduit are not applicable. 8.3.2 Accessories are not applicable. 8.3.3 Expansion and control joints shall be as indicated in plan set. 9.0 Concrete: 9.1 Operation,installation,and procedure to comply with ACI standards. 9.2 Concrete&minimum compressive strength of 3000 psi at 28 days(U.N.O.) 9.3 Reinforcement rebars ASTM A615 Grade 60(U.N.O.) 9.4 Weided wire fabric(WWf ASTM A185) 9.5 p5 rebar lap to be 31"minimum. 10.0 Soil: 10.1 Minimum allowable soil bearing pressure 2000 psf U.N.O. 10.2 The foundation system for the attached project is designed for a minimum allowable soil bearing pressure of 2000 psf 10.3 It is the contractor's responsibility to verify soil capacity and compaction. 11.0 Applicable Codes: 11.1 2010 Florida Building Code,Building 11.2 ASCE 7 current version 11.3 ACI 318 current version 11.1 ACI 530 current version �..1?/3 11.5 National Design Specifications,current version. 11.6 AISC Steel Design Manual,current version. � � �9 ' �� _ ' � - , Q � • ~� ~ + � � C � � _ c Z� I � a � �� y,,°' �, A �R � =u. ; ^ � � , 1► :� � � � '-1 °�° " Y � s �� J � - a = M � ; �: _ � ; ca ,� I � . . - � � � �� . - ; � �.. �� ._ � � � � p 4 ' _ \/� � i � P. �' 1 i E , Wp � J � Z � _ ' � Z .%�. � �F a � � : ` i W M t " � u , ,�c. � r = in �; � � \ a Z ° . .� N , � � � , � a � � y � s � •� �— q� `+-- i W � � ' l� � O Q" , .. -, � � i � � :-. � i � ~ � � . � � , � r � , T O _� V �- O � ''�+ °� � ; , �: � � � W � � r W � ; � , � ; g � � U � �.. 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