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Home My WebLink About14-15652 i CITY OF Z PHYRHILLS 5335-8 H STREET (sis)� o-oozo 156 2 � - � BUILDIN PERMIT � " PERMIT�INF�ORIIAA�TION,��.��4�`��_�: :.� .�'�� '�� -L�`OC�A�TION�INFaORMATION Permit Number: 15652 Address: 37741 EILAND BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 03-26-21-0010-06300-0000 Improv. Cost: 4,700.00 ;,� •" O�WNER�INF�O MR A�1'O.N Date issued: 9/16/2014 Name: FLORIDA TRADITION HOLDINGS INC Total Fees: 90.00 Address: 37741 EILAND BLVD Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542 Date Paid: 9/16/2014 Phone: (813)714-6596 Work Desc: (1) ILLUMINATED WAL L SIGN 200 886 (1) ILLUMINATED SIGN WALL 468 X 57 r a�-°-°� 3r :1s _-a� ;�r� � "`� r -�-r-�°. _ *F. . �.�" ,�r.. `�'�,� CONTRAC�T�OR:S�� , ::��£�� ;�� .�, �_.�`.��APPLICATI.ON�FEES�w ��..�� , .��.��.�. APPLE SIGN&AWNING LL SIGN 90.00 �;� �-�r�..� —��: � �5„ � a, � .,� � � ��`��'��r.��,��:��lns ecti �n � u�red�...��. �_��_ ��..� � � �. , - FOOTER ELECTRICAL U FINAL �'�G� REINSPECTION FEES: Reinspection fees will comply ith Florida Statute 553.80 (2)(c)when extra inspection � trips are necessary due to any one of the following r sons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections n made when inspections called d)work not ready for � inspection when called e) permit not posted on jo site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, ther may be additional restrictions applicable to this property that may be found in the public records of this county, and ther may be additional permits required from other governmental entities such as water manageme t, state agencies or federal agencies. "Warning to owner: Your failure to record a notice f commencement may result in your paying twice for improvements to your property. If you intend to ob in financing,consult with your lender or an attorney before recording your otice of commencement." Complete Plans,Specifications Must Accompany Appl cation. All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFO C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - HOUR NOTICE REQUIRED PROTECT CAR FROM WEATHER � i � . � t 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building De artment Date Receiv�d q�I �!� Phone Contactt'or Per ittin — Owner's Name �� /r/ /� � �� Owner Phone Number Owner's Address �y�� L Owner Phone Number Fee Simple TiGeholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 3�� L)�Q�d ��v�, � h h� (Is wL .335y� LOT# � SUBDIVISION PARCEL ID# 03 a�a�-oai Q�-�(p�QQ��QQQ(� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADD/ALT SIGN [� Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q DESCRIPTIONOFWORK ��• TIIU1�Ill1�w(�c� �Q�I �� l1� 'C B � (��lW�ni� �nYU�Y � ��]7 BUILDING SIZE O u1�F X O � W SQ FOOTAGE ��6� HEIGHT �� {�' QBUILDING $ . VALUATION OF T TAL CONSTRUCTION ��r �I�. QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. i� OPLUMBING $ ��j QMECHANICAL $ VALUATION OF M CHANICAL INSTALLATION �GJ` v QGAS Q ROOFING Q SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZON AREA QYES NO r BUILDER � �O Y � 1 e s►�n� �W h�ng ��C SIGNATURE REGISTER D Y/ N FEE CURRE� Y/N Address (D 5 N• [�1e�4� ,Si'e7, Lutz FL 3�5 �icense# ELECTRICIAN COMPA Y SIGNATURE REGISTER D Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPA Y SIGNATURE REGISTER D Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPA Y SIGNATURE REGISTER D Y/ N FEE CURRE� Y/N Address License# OTHER COMPA Y SIGNATURE REGISTER D Y/ N FEE CURRE� Y/N Address License# Illllllllllllllllllltllllllllllllllllllllllllllllllllllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of En rgy Forms;R-O-W Permit for new consVuction, Minimum ten(10)working days after submittal date. Require onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivi ions/large projects - COMMERCIAL - Attach(3)complete sets of Building Plans plus a Life Safety age;(1)set of Energy Forms.R-O-W Permit for new wnstruction. Minimum ten(10)working days after submittal date. Require onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Pertnit for all ne projects.Atl commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW canstruction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades ver$T500) "' Agent(for the contractor)or Power of Attomey(for the owner)would be so eone with notarized letter from owner authorizing same OVER THE COUNTER PERMI7TING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoU urvey/Footage) . Driveways-Not over Counter if on public roadways..needs ROW : � NOTICE OF DEED RESTRICTIONS: The undersigned under tands that this permit may be subject to"deed" restrictions" which;may be more restrictive than County regulations. The ndersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RES ONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be lic nsed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owne and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are unc rtain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County uilding 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 li ensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RES URCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fee may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, s specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, tha such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impac 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 iss ance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in ac rdance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statute , as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a c py of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agr culture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of he 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 th 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 installatio as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work ill be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, a d land development regulations in the jurisdiction. I also ce�tify that I understand that the regulations of other govern ent agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in c mpliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypres Bayheads, Wetland Areas and Environmentally Sensitive Lands,WatedWastewater Treatment. - Southwest Florida Water Management Distri t-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navig ble Waterways. - Department of Health & Rehabilitative Service Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos a atement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of 'll: - Use of fill is not allowed in Flood Zone"V"unless xpressly permitted. - If the fill material is to be used in Flood Zon "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 " " in connection with a permitted building using stem wall construction, I certify that fill will be used only to fi I the area within the stem wall. - If fill material is to be used in any area, I ce ify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely aff ct adjacent properties, the owner may be cited for violating the conditions of the building permit issued und r the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered dra nage plan is required. If 1 am the AGENT FOR THE OWNER, I promise in good fait to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. 1 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 ith the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issu nce of a permit prevent the Building O�cial from thereafter requiring a correction of errors in plans, construction or violati ns of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced wi hin six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) onths 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( 0)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 PROPE TY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO DING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) I OWNER OR AGENT �� CON RACTOR Subscribed and sworn t or rmed before me this Subs ribed and s� � �'(or affipned�)b/e�`�e this 9-S/�/ by �ULJ�P_/.file. �S b MQI� O Who islare personally known to me or h s/have produced Who i /are personalty known to me or has/have prbduced identification. as identification. Notary Public Notary Public Commission Plo. �� 1 V lU 1�} Cbm ission No._ �T' �l Jl!/�lY Name of Notary typed,printed or stamped Nam of Notary typed,printed or stamped ��u, DEBORAH E BUYER DEBORIIH E BUYER ;o4,pv vL�.� ,��unp�. °�: Notary Publlc-Stae ot Florida ,�:�a"P�e'•., ;:. . ;•r�� `�•. Notary PuQltc-8Ub o4 Flotlda • ' : My.Comm.EKplres Nov 1,2017 • .• .; .•: My Comm.�n�Nov t,2017 =:,, �o,,� Commhslan M FF 40615 =. dc Commis�twi i FP dOd48 :; ��''�R;��t�`'� BOndlb , '%�,4;��t�'�� 8ond�dihoudflrltladMc4r1►Aun. 4 p� 1 � : Job name �Centenrnal'Barik,south elevation ° "'—f Job# 07014ASA � `� Installation company:, Apple Sign&Awning LLC � Installatio�location: 37741 Eiland Blvd.,Zephyrhills,FI 33542 Section 1609.6.4.4.1 of Florida Building Code 2010 applies. Application of wind pressures using the altemative all heights method for components and ladding Type of structure: ,raceway mounted'L"Eb channel'letters ' _, Occupancy Category: II Ultimate design wind speed,figure C,FBC 2010,secUon 1609: 140� mph Wind stagnation pressure(qz)Table 1609.6.2(1)FBC 2010 50.2 psf Net Pressure Coeficient(C�et)from Table 1609.6.2(1) Components and cladding not in areas of discontinuity-walls nd parapets -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure to wall -maximum height of structure to be attached 1.67�ft -maximum width of structure to be attached 13.57 ft -fill factor , _ 1.00, -projected area of each component to be attached 22.6 ft"2 -wind load -1237 Ibs -design limittension load perfastenerto 2S0 Ibs . -even number of fasteners minimum of 2= -6 -number of fasteners practically required due to structure sh pe 10'1 -weight of structure is approbmately 200 Ibs -design limit shear load per fastener to 250 Ibs -average shear load per fastener= 20 Ibs Mounting surface construction is: to be determmed , Use methods: 1 through 4 • � �s__� Method 1-Liberty brand toggle bolts -use 3/8"x 6"long toggle bolts,item no.38600TM -ultimate tested shear load in hollow CMU=3000 Ibs -uitimate tested pull out load in hollow CMU=1 S00 Ibs -design pull out load=250 Ibs NOTE: Design assumes that fasteners are installed according to manufacturers instructions,using corred size drill. Method 2-Lag bofts into framing members. -use 3/8"galvanized lag bolts with at least 5"of embedment into framing members. -allowable pull out load= 436 pounds -allowable tension load= 680 pounds Method 3-Through bolts into a blocking member. -use threaded steel rod into a blocking member placed behind framing member -ultimate tension load#10/24 rod= 100 pounds ultimate shear load= 50 pounds -uitimate tension load 1/4"rod= 270 pounds ultimate shear load= 200 pounds -uitimate tension load 3/8"rod= 680 pounds uitimate shear load= 510 pounds -ultimate tension load 1/2"rod= 1260 pounds uitimate shear load= 940 pounds Method 4-Masonry expansion anchor bolts. -use HILTI HL-H 3/8"x 3"Galvanized Sleeve Anchor,item no.00336253 p�o�r��o�`10ah�o� -ultimate tension load=450 Ibs o�,��` J:�� NOTE: Design assumes that fasteners are installed according to manufaclurers �, �; � instructions,using corred size drill. `se �o .°�\Ci NS+�.w0 �oA �,a � Method5-1/4"x21/4"Tapcon410SS,partno.3369907 � a••�O 0044n$�1 �o � -depth of embedment in hollow cancrete bock= 1 1/4" o • ` -pullout strength=754 Ibs � �; � :� ^ -shear strength=1218 Ibs � ' o ;"� ��: n�: Method 6-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall �� : ST�TE OF o 4: -for a 3/8"HIT_A rod anchor with Hilti HIT HY20 epoxy embedment system with 3 3/8"of mbedment •"0 �• � •��(/`� -maximum allowable shear load=930 Ibs • -maximum allowable tensile load=775 Ibs rwr' s'` � ��`��`0eR NOTE:perfosrmance data frobm HdILT9web site load for a 3/16"rod=(1/4)(250)=65,use 5 ) ��iJ��q �';�� Method 7-#10 self tapping sheet metal screws or wood screws L.�'�/Z�� -design tension load=75 pounds i� 6 Methad 8-5/16-18 Riv-Nuts by"Atlas SpinTite part number AELS-518-312" -pull out strength in 0.125"aluminum sheet=3602 pounds -design tension load=75 pounds References: ASCE 7-10 Florida Building Code 2010 John J.Orlando PE LLC 0044089 165 Old Ridge Road sheet: 2 of 2 Macon,GA 31211 (478)731-5394 �I .. ,� .a°•"' , , � �cw oescwanav: M�T PAVT OF 1qACT fi]�F TF➢MttUVLLS CIXAVT COUPUIY lAHO;IN gCiION]�fOMi9aP 26 ' SB9Y1'S5'E 1JiB9' SWiH,F�NGE 21 EAS�,L11NG MESf Oi SFABOMO CO�SRINE RNtAOM WLHi-df-W�T:ME SAYE BpNC SHONN ON PUT Oi ZFFHTRWlLS COLOHY COYP�NT lANDS.IN MT BOON 2 VAtE B,OG iryE I PUBt1C RECOROS OP P�SCO COVHfY,ROHiO�;tE55 M�T POfl11�N MEflOF LTNG WiXiN PM41 III 165 ZEYH1AN415 B1PA55 MEST. 1 � � I IRETQJ710N AREA I I �N TES, 1.PROJECT AREA=1.33 Aves '� i � � a 2 PARKWC SPACES SHOWN=sa II � � � � I � � � �� p� b � � _ �, � � ��y, p b COVFAEO AiN p p � � f , Q• � � �/�� ^ � a a t �a � m� %A� � v/� � � a1M1r a am n C � G �� F.a V' � _ -o � � V' Ca u� `4� a � ]5' I eg �e \ n � � �• e•. 4 ° .�°`°l BANK e�:. ��° 9,L � .a. ' � BUILDINC 8``e� \ .. . .,e 21' � �5.000 59.IL) •et;5'.' l•w. i 19 ; e�°eb•' �• � w g• o.ya ��o - � � 89999 �A999�'°�� , 1� �� s ia• or- :►: ,a. ��' ;� 'r= ec � � a o ��;o•w.� ' � `�.a� b 4 °` ' :� �1. � , b 4 ,;o'?�;� � �� m�� ,o• �� a ��•.. � � r�LO ll _ ✓� • � b ��e�GNE 9 9 '' � 8� .Pa SCALE: 1" = 20' I O e � 4 e O r � � _�_�__ Q eeeeee�ee8�e� Z� ea�^'OeeeBeeeeebBee�eeee� �'Ly� E. �' S B9'41']I'E `d - 215.8)' � EILAND BOULEVARD ��nwr moni vu+�cs SITEPLAN `�'�w"�""p".�, `�'"�'},Y�, CONCEPT-A W.F.C.ENaINEERiNO,INC. NEW BANK fnuEml ell.�u.eblYnMun0e0W093�1 - ZephyrhNs,Flaride «�.��.�.,., �..��.��.,�.��,�.,.,,. 1 1 .wco voa :�uni�o..m.° ... �... .,. necr rv ibM�TnAYan BuJv � , r r' ��.r �� 9/VA i��y �� LETTEf� C�F P�I�fVlI�SI 1� TC� �I�STALL �I��I DATE: �-�-� ADDRESS:�?7{II ��2c�1�?l�'1l`�Y' ,�.�.T�7�hi 11,� �L ��s�� /�G� A5 OWNER(S} OF THE PROPEl�IY LlSTED ABO E, WE Gf�Al�T APPLE SIGN & AWNING LLC. PERMISSION TO INSTAtL SIGN. �f p J/�� OF APPLE SiGN & AWNING LLC, TO ACT AS QWNERS A�ENT TCJ OBTAIN SIGN PE �i�'�� C�WNERS NAME; �Ir�rsplr��, t ADDRESS: j (� � CITY; ��e ('� TATE: �� ZIP;��,�� PH: OWNERS SI�NATURE i S S� t � °" �` �/fl1f.9 d .t d, w 1 �l AGEN1' PRINT NAME & TITLE ,(�,v;s :��- �P�•�� '�" DRIVER'S LICEN5E � NQTAl�Y; � ,.��VY� .�.� �,�- ---.�-�.� � 5EAL t� ,°��, ��"�� JERRI CONNELL SPN'V PUB�i �°, �`r-, Notary Public-5tate of Florida 4 C7ATE: � � � l= '�; `=My Comm.Expires Jun 30.�ais `�� ;=:'�,�•�F�:; Commission#EE 102810 �'�' '"''� m�•�h national Notary Assn. ' �,..,.:..�,�.. ,- ., ,-,-.�., 4.....�_�..�.......` _ _ _ � � 1635 N. Dale Mabry Hwy.Suife 7 Lutz, Flarida 33b48 613-948 2220 Fax 8]3- 448-24Q3 E-mail: appie.signsl(c�verizan.net �� ,... �7` � " N t7 , � . � '�t. 3 ,f City of Z phyrhills BUILDINC PLA1�1 VIEW COMMENTS Contractor/Hameowner: fi�C_,1�t � � '"�'�� Date Received; ��a"" T Site: �7 ��( �/�=fiGt �� v� Permit Type: �� (l..- � 17 �� c�� U Approved w/na comments:� Approved w/the belaw omments: ❑ Denied w/the below comments: ❑ , � , This cornment sheet shall be kept with the permit and/ar lans. ' � - ��"�� Kalvin i r— lans Examiner Date Contractor a.nd/or Homeowner {Required when comments are present) � � Job name �Centennial°Ba'nk,ea's"t"elevation ,"'�'""'""` _ "`�"� �±ob# �06914ASA ,,, � ; � Installation company� �Apple Sign&Awning ClC ° i Installation location: �37741 Eiland'Bivd. Zephyrhills,FI 33542 ' � ' _- € Section 1609.6.4.4.1 of Florida Building Code 2010 applies. Application of wind pressures using the altemative all heights method for components and cladding Type of structure: (raceway mounted'LED channel I'etters;w' "�""'�"' '�a�"�';�"��'� Occupancy Category• �""�II'�; Ultimate design wind speed,figure C,FBC 2010,section 1609: �0�'�? mph Wind stagnation pressure(qz)Table 1609.6.2(1)FBC 2010 502 psf Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) Components and cladding not in areas of discontinuity-walls and parapets -1.09 . Wind Pressure -54.7 psf Wind load applied between wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure to wall ' -maximum height of structure to be attached �� 1.33 ft � -maximum width of structure to be attached 10.39 ft i -fiil factor 'I.00 -projected area of each component to be attached 13.8 ft"2 ', -wind load -758 Ibs -design limit tension load per fastener to �_2'S0'31bs ' -even number of fasteners minimum of 2= -4 -number of fasteners practically required due to structure sh pe �a 8� -weight of structure is approximately 200 Ibs -design limit shear load per fastener to 250 Ibs -average shear load per fastener= 25 Ibs Mounting surface construction is: rto be dete�mined -° Use methods: 1 through 4 � � . . ! Method 1-Liberty brand toggle bolts ' -use 3/S"x 6"long toggle balts,item no.38600TM -ukimate tested shear load in hollow CMU=3000 Ibs -ultimate tested pull out load in hollow CMU=1800 Ibs -design pull out load=250 Ibs NOTE: Design assumes that fasteners are installed according to manufacturer's instructions,using correct size drill. Method 2-Lag bolts into framing members. 'I -use 3/8"galvanized lag bolts with at least 5"of embedment into framing members. -allowable pull out load= 436 pounds -allowable tension load= 680 pounds Method 3-Through bolts into a blocking member -use threaded steel rod into a blocking member placed behind framing member -ultimate tension load#10124 rod= 100 pounds ultimate shear load= 50 pounds -uitimate tension load 1/4"rod= 270 pounds ultimate shear load= 200 pounds -ultimate tension load 3/8"rod= 680 pounds ultimate shear load= 510 pounds -ultimate tension load 1/2"rod= 1260 pounds ultimate shear load= 940 pounds � Method 4-Masonry expansion anchor bolts. -use HILTI HL-H 3/S"x 3"Galvanized Sleeve Anchor,item no.00336253 � -ultimate tension load=450 Ibs NOTE: Design assumes that fasteners are installed according to manufacturer's - instructions,usingcorrectsizedrill. e 0`,,,�se�e�+s��', � Methad 5-1/4"x 2 1/4"Tapcon 410 SS,part no.3369907 `p4 � •�•. o�TC I� -depth of embedment in hollow concrete bock= 1 1/4" � � °•R• �• �/ � ' -pullout strength=754 Ibs oe O :'��G E N 5�.�O �s, o � : L .�o m ', -shear strength=1218 Ibs � %a �O 004408g ; o ' Method 6-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall e �: �,� �; �� -for a 3/8"HIT A rod anchor with Hilti HIT HY20 epoxy embedment system with 3 3/8"of mbedment : * , -maximum allowable shear load=930 Ibs �'0: :�d -maximum allowable tensile load=775 Ibs �p° STATE � • -design tensile load=250 Ibs(design tensile load for a 3/16"rod=(1/4)(250)=65,use 5 ) �� F %��s �I NOTE:performance data from HILTI web site �s T�e e� O 1 O�.��; Method 7-#10 self tapping sheet metal screws or wood screws �e�s ss��'�'°°�•��O�►, -design tension load=75 pounds B/e�,��Fl;�,�0� Method 8-5/16-18 Riv-Nuts by"AUas SpinTite part number AELS-518-312" -pull out strength in 0.125"aluminum sheet=3602 pounds -design tension load=75 pounds sheet:2 0� f 2� References: ASCE 7-10 John J.Orlando PE LLGF��4��ilding Code 2010 � �� / � 165 Old Ridge Road Macon,GA 31211 (476)731-5394 � t� � � . � �ca ocsouvnoN: 1N0.T PM��G TpqR 6J OF lFPNMHILLS C0.0NY fANPANY UNUS.�N SECl10N J,lOKN91�P Z6 589v1'S5'E 1]S.B9' SWM,RNILE 21 EI15f.LYING MESi OF SER90MD COASNNE NNN�RO W41/i-OV'-WAY;ME SIJAE I BflHC SHOWN ON PUT OF iFPNIANiW^COIONY C41lVANT IANOS,W PUT BaOK 2 P�CE 6.UF iHE PVBIIC HECOROS OG PASCO COIINtt,RONO��IF55 1N�}PONTaN MfltOi LYING YAMiN PMCEL 1b5 1FPHMHrtLS BtVA55 KESi. 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