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Home My WebLink About23-5740M10,11 BG-C-005740-2023 Issue Date: 03/13/2023 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 subsequent reinspection. 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 permit 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 � 0 Cauca= Complete Aff - LV* - i 1,11TIVIII accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. III ,IR, PEJAIT OFFICE() L I# - -T 0 111111 0 HER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Owner's Name Phone Contact for Permitting Owner Phone Number Z e"t Owner Phone Number Owner Phone Number SUBDIVISION WORK PROPOSED NEW CONSTRF--] INSTALL PROPOSED USE SFR TYPE OF CONSTRUCTION BLOCK 7 LOT # PARCEL ID# 0 /0 (OBTAINED FROM PROPERTY TAX NOTICE) ADD/ALT SIGN DEMOLISH REPAIR Comm OTHER FRAME STEEL BUILDING SIZE SQ FOOTAGE Zi HEIGHT k E IL IE k 3EX W AL W- V IL �E ILIE -!U X X IE V k 9-F t C �E 3L V- IL 3L k WL'k AL JE IE k t IE it �t 1E W- W k k X- V VJL C �E �L k k X W k X'k x V- x 1. x W- x t I MBUILDING I I / §� o(f)& I VALUATION OF TOTAL CONSTRUCTION [Y]ELECTRICAL AMP SERVICE 0 PROGRESS�-ENERGY W.R.E.C, =PLUMBING I$ =MECHANICAL VALUATION OF MECHANICAL INSTVLLATION GAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License ELECTRICIAN COMPANY SIGNATURE REGISTERED LLLNFEE CURREN LY / N Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address -] License # MECHANICAL COMPANY SIGNATURE REGISTERED FEE CURREN Y/N Address I License OTHER COMPANY SIGNATURE REGISTERED YIN FEE CURREN ylrt�l Address License # I It ails Is I fit a 11111111111211111 livill Its alit Is I as Ili Pr--Qlr)r-MTIAI Attach 19N PW Dl-- 19N cote of 01-- 11 —f of Pnar— 17—c- P-r)-\A/ Permit fnr —Al --tri -tinn a��ao�02o Qh/ OfZephvrh|Us Permit Application pa:-813'780-0021 BuildingDepartment NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed"restrictions" which may bemore 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 acontractor n,contractors mundertake 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 ofthe "contractor Block" ofthis 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 topermitting privileges inPasco 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 ofexisting buildings, os 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 hmpaid prior topermit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior topermit issuance maccordance with applicable Pasco County ordinances. COmSTRuCT|OwL|ewLAW(Chmptw,71n.Fm,ium8tamo*s.asamended):|fvaivahun«[wm,kis$2.nO0o8ormore.|cmrtify/hu/|.theapp!ioant. 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 toobtain apermit mgowork and installation uo 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.|a|on certify that | understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility toidentify what actions | must take to0oincompliance. Such agencies include but are not limited to: - Department ofEnvironmental Protection -Cypress Bayheede, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. ' Southwest Florida Water Management Diotriot-VVe||s, Cypress Bayheads, Wetland Aneas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Uni1-VVa||y, VVuotevva1er Treatment, Septic Tanks. - UGEnvironmental Protection Agency -Asbestos abatement. - Federal Aviation Authority-Flunvvaya. | understand that the following restrictions apply /othe use o/fill: - Use offill ianot allowed inFlood Zone ^\punless expressly permitted. - If the fill material is to be used in Flood Zone 'A", it is understood that a drainage plan addressing o "compensating volume" will be submitted at time of permitting which is prepared by professional engineer licensed bythe State ofFlorida. - 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. - U fill mabmhe| is to be used in any area, | certify that use of such 0| will not adversely affect adjacent properties. If use of fill is found to adversely effect adjacent pnop*rties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots |eao 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 inthe 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 ANN 10 Apple Sign & Awning 1635 N. Dole Mabry Hwy, Suite 7 813.948.2403 Manager@AppleSignandAwning.com State of Florida Certified Unlimited Electrical Contractor - License # EC13005103 Lett�r �of•ermission to install Siffn W� Address. 6620 Gall Blvd, Zephyrhills, FL 3a542 As owner(s) of the property listed above, we grant Apple Sign &Awning LLC, permission to install sign. Apple Sign & Awning LLC to act as owners agent to obtain sign permit. Owners Name. Sync 11 LLC City: Lutz Phone: State of F1 'd, County of 0-sc Sworn to (or aff Irmed) and subscribed before me by means of physical present or online notarization, this L day ofSLT.U513-, by Signature of stomp of notary public personally known or produced identification State:FL Zip:33548 Owners Signature: Print Name and Title COL' P&,• PAMELA GOULD State of Florida Notary Public - State of Florida 5 8 Type of Identification + nA tA V, Commission # GG 954817 M y 1 0 IV My Comm. Expires May D31, 2024 ". I Notary '.. .nded through National Notary Assn. A, Nvlliq Illuminated Direct Mount Channel Letters Sq Ft - 52.86 REVIEW n-_, C!TY OF ZEPHYRHILLS BUILDING OFFICIAL Milo Proposed Frontage 48 7 .040 .040 ALUMINUM RETUR RETtLRUNTNUM WALL I " TRIM 11" TRIM LED LIGHT PODS POWER SUPPLY 3/16"— ACRYLIC FACE 2 PLACES MIN EACH LETTER PER ANCHOR SCHEDULE WEEP HOLES DISCONNECT SWITCH E UnderwMers Lgi.-*_ [". Ea ELECTR Ic SIGN COMPtiES T. - - ANCHOR SCHEDULE _ All Fasteners Shall Be Spaced Evenly Wall Material Anchor Type 1/4" THREADED ALUMINUM ROD WITH MIN 2" EMBEDMENT IN CONSTRUCTION CONCRETE (3KSI) or 1/4" TAPCONS OR EQUIVALENT WITH MIN HOLLOW MASONRY 1.75" OF EMBEDMENT 1/4" EXPANSION ANCHORS WITH MIN 15" OF EMBEDMENT 1/2" PLYWOOD 1/4" TOGGLE BOLTS (NO ACCESS BEHIND) 1/4" WOOD SCREWS OR TAPCONS, FULL EMBEDMENT METAL STUDS OR METAL #14 METAL SCREWS TO MIN 18ga STEEL OR PANELS 0.09WALUMINUM HOLLOW WALL (BLOCKING 1/4" THRUBOLTS OR LAGS TO SOLID I BEHIND) IBLOCKING BEHIND 7 0 f6Io j;*j &I g I Z Its goly'JI g Est. Electrical Load 1 3.20 Amps @ 120 Volts Electrical Reg'mts 2017Edifion 16ii-111"ill. ; Ia4*&_Q&wA" CUSTOMER: Higher Up Smoke Shop LOCATION: 6620 Gall Blvd. Zephyrbills, FL 33542 Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609and 3107, V(ult) = 140 mph, Exposure category= C, Riskcategory— 11 John J. Orlando PE LLC - 165 Old Ridge Road - Macon, GA 31211 - 478 731 5394 -jjortando@cox.net - Florida registration # 0044089 job1123ASA sheet 1 of 2 Job name Job# Sign company: Installation location: Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: flush mounted LED channel letters Occupancy Category: Wind velocity (3 sec gust), FBC 2020, section 1609.3: Wind pressure (qz) Net Pressure Coeficient (Cnet) from Figure 30.7-2 Components and cladding not in areas of discontinuity - walls and parapets Wind Pressure 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 maximum width of structure to be attached effective projected area factor projected area of each component to be attached -wind load - allowable tension load per fastener to - even number of fasteners minimum of 2 = - number of fasteners practically required due to structure shape weight of structure is approximately - allowable shear load per fastener to average shear load per fastener= It 140 mph 50.2 psf -1.09 -54.7 psf 2.28 tt 2,28 it 1,OOi 52W2 -283 Ibs 150 -:Ibs 2 2r Bl Ibs 100 IDS 3.9 Ibs Mounting surface construction is: to be determined Use methods: 1 through 7 r REVIEW ATE: Method 1 - 1/4" A36 Threaded rod or GR2 through bolts into a blocking member. - ` safe working tension load 160 pounds L C f� t I -L--IB safe working shear load 200 pounds 4 t� htrBUILDING OFFC11liwt-., •-. - Method 2 - Lag bolts into framing members. -use 1/4" galvanized lag bolts with at least 3" of embedment into framing members. - allowable pull out load = 225 pounds hitcr:ldwww_sie efilas.outiands.orcq/_Constructign120PEanslTables 120Referencest20and120 es€1o20kr cCicestFasteners/Lay%?05cr.w_t20Wi thdrawalt20SLengff Method 3 - 1/4-20 SS Toggler zip toggle anchors (BBS) - allowable pull out load = 125 Ibs - allowable shear out load = 100 Ibs ndpslaoggler.cornt sr' NAPTOGGLF / C? / AE,-HeavK-Duty_- or,,lgle-U ts.pdf NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 4 - Hilti 1/4" Kwik Bolt with 2 1/2" embedment allowable loads in grout filled emu - allowable tension load = 150 Ibs allowable shear load = 380 Iles NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. htt AHMLA,..hiltj.corntmedias/s s mastErJdocutfTgnts1t06t9176315265054t7echnical-information-ASSET GO, -%C �._:3009t 35 f Method 5 - 1/4" Tapcon - depth of embedment in hollow concrete bock = 1 1/4" allowable tension strength = 250 Ibs - allowable shear strength = 620 Ibs 'iftos-llwww.ifwrec�heut3Tcom/�a_ottaiatOif ravducfcatalog&locume-ntslprgdEactsl37t`4 cc�ntechnLcpidat"df Method 6 - #14 self tapping sheet metal screws to min 18ga steel or 0.090" aluminum t ttp- itwbrlil ex,com/pdf/tek-s—s 2Le- t daLwLe_et s>df - allowable tension (pull out) load = 400 pounds Method 7 - 1/4" wood screws in 1/2" plywood 0t(?sl . iE IIaFaitPorEaIs101CIgmgntslPDFlScre2 Puii :.i�f - allowable tension load = 150 pounds References: ASCE 7-16 The 7th Edition (2020) of the Florida Building Code sheet 2 of 2 John J. Orlando PE LLC 0044089 165 Old Ridge Road Macon, GA 31211 (478)731-5394 jjoriando@cox.net lft io Illuminated Nalo Lit Direct Mount Icon Sign- Side Elevation W Cy) R F E V DA T E 2 C EPHYRHILLS IAL 9= Frontage: 31' Proposed 1 $,, L .040 ALUMINUM RETURNS rL I" TRIM CAP - :7 LED LIGHT PODS Internally Illuminated POWER SUPPLY 3/16" ACRYLIC FACE --8 PLACES, PRECISE LOCATIONS 4- BY INSTALLERS WEEP HOLES SPACER DISCONNECT SWITCH riMrs Laboratories hic - . RTIC —OFTHENAMNALELFETWCOUE—IROTHERA�C BLE —AL u ED, CGDES.1— LUDES ROPEURGROUNUINGMUBONUVIGO—ESSSN. ELECTRIC SIGN COMPLIES TO UL 48 ANCHOR SCHEDULE ... All Fasteners Shall Be Spaced Evenly Wall Material Anchor Type 1/4" THREADED ALUMINUM ROD WITH MIN 2" EMBEDMENT IN CONSTRUCTION CONCRETE (3KSI) or 1/4" TAPCONS OR EQUIVALENT WITH MIN HOLLOW MASONRY 1.75" OF EMBEDMENT 1/4" EXPANSION ANCHORS WITH MIN 2.5" OF EMBEDMENT 1/2" PLYWOOD 1/4" TOGGLE BOLTS 1/4" WOOD SCREWS OR TAPCONS, FULL (NO ACCESS BEHIND) EMBEDMENT METAL STUDS OR METAL #14 METAL SCREWS TO MIN 18ga STEEL OR PANELS 0.090" ALUMINUM HOLLOW WALL(BLOCKING 1/4" THRUBOLTS OR LAGS TO SOLID BEHIND) IBLOCKING BEHIND ib1635 N. Dale Mabry Hwy. Lutz, FL 33548 Office: (813) 948-2220 Fax: (813) 948-2403 Manager@AppleSignAndAwning.com DATE: 02/08/2023 CUSTOMER: Higher Up Smoke Shop LOCATION: 6620 Gall Blvd. Zephyrhills, FL 33542 Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609 and 3107, V(ult) = 140 mph, Exposure category = C, Risk category = It John J. Orlando PE LLC - 165 Old Ridge Road - Macon, GA 31211 - 478 731 5394 -jjortando@cox.net - Florida registration # 0044089 job 1423ASA sheet 1 of 2 Job name Job# Sign company: Installation location: Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: flush mountedLED chanhial logo Occupancy Category Wind velocity (3 sec gust), FBC 2020, section 1609.3: 140 mph Wind pressure (qz) 50.2 psf Net Pressure Coeficient (Cnet) from Figure 30.7-2 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 3,91 If - maximum width of structure to be attached 4.88`n effective projected area factor 1.00: - projected area of each component to be attached 19.1 tt^z - wind load -1043 Ib6 - allowable tension load per fastener to 150 :; los - even number of fasteners minimum of 2 = -8 - number of fasteners practically required due to structure shape 8 - weight of structure is approximately 29! Ibs - allowable shear load per fastener to 100 i Ibs average shear load per fastener = 3,6 Ibs Mounting surface construction is: to be determined Use methods: 1 through 7 Method 1 - 1/4" A36 Threaded rod or GR2 through bolts into a blocking member. - safe working tension load = 160 pounds - safe working shear load = 200 pounds htc-.tl�vww derase„,r>pt _ev hr sourc�sfer�;3Fables/bolts.,html Method 2 - Lag bolts into framing members. -use 1/4" galvanized lag bolts with at least 3" of embedment into framing members. - allowable pull out load = 225 pounds htt.ilvwgefilagtfar� s-or f or�srcE(on°n20Pfansri'ab(et,°I,2Qf2efereneesl2 dl�'best%2RPraaieestFa3#en,:.rslLQ`b..crtw`20'�tidwaEk2;1St,ength` Method 3 - 1/4-20 SS Toggler zip toggle anchors (BBS) - allowable pull out load = 125 Ibs - allowable shear out load = 100 Ibs httcs t to ker-cem/bdfsfSNAP, t?cfi_LEI,'C2 /AE-Heavy-QVt -To e: Q, Is -Ai NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 4 - Hilti 1/4" Kwik Bolt with 2 1/2" embedment allowable loads in grout filled emu - allowable tension load = 150 Ibs - allowable shear load = 380 Ibs NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. C-L� ca�L a,5� htt. ;s:ll�v�ny, hy , Method 5 114" Tapcon e t `... 11� - depthofembedmentinhollowconcretebock= 11/4" i Jp�4 allowable tension strength = 250 Ibs - allowable shear strength = 620 Ibs {{ 0, , k hftp5_ttwanw ciwredcead.ea uriaisi0r"mGroduc�tcatalogf€aocumentsloroductst3iltapa ontechnca(c7,at�:.�?df ��. s ��ff e W Method 6 - #14 self tapping sheet metal screws to min 18ga steel or 0.090" aluminum �g tta,�! _ uit .corral ,5f(ts seleE datasef;p,�[®� gi - allowable tension (pull out) load = 400 pounds Method 7 - 1/4" wood screws in 1/2" plywood �) httrasa/w)KKZflLarac cam/Pggal^/O/DocuaerltstP2Etacrew%20F ull-gk pd -allowable tension load = 150 pounds T up F _, References."+ AN ®Q@ 1 � ASCE 7-16 The 7th Edition (2020) of the Florida Building Code sheet 2 of 2 - V,tl� 111100 John J. Orlando PE LLC 0044089 165 Old Ridge Road Macon, GA 31211 (478)731-5394 jjorlando@cox.net Illuminated Direct Mount Channel Letters REVIEW DA.TE:.-2-: i CITY OF ZEPHYRHILLS BUILDING OFFICIAL 9=0 Frontage: 31' Propose -a' .040 ALUMINUM -00 AL' S__.._.......__..._" RETURNS--- RETURN " TRIM 11" TRIM CAP—W-1 LED LIGHT PODS POWER SUPPLY 3/16"— ACRYLIC FACE 2 PLACES MIN I ACH LETTER PER EACH ANCHOR SCHEDULE WEEP HOLES --DISCONNECT SWITCH I S UBd—lft- T.11-- 1TO BE 11IT-M W Laboratories I't B-11 T" - -B ELECTR I COMPLIES T ANCHOR SCHEDULE ... All Fasteners Shall Be Spaced Evenly Wall Material Anchor Type 1/4" THREADED ALUMINUM ROD WITH MIN 2" EMBEDMENT IN CONSTRUCTION CONCRETE (3KSI) or 1/4" TAPCONS OR EQUIVALENT WITH MIN HOLLOW MASONRY 1.75" OF EMBEDMENT 1/4" EXPANSION ANCHORS WITH MIN 2.5" OF EMBEDMENT 1/2" PLYWOOD 1/4" TOGGLE BOLTS 1/4" WOOD SCREWS OR TAPCONS, FULL (NO ACCESS BEHIND) EMBEDMENT METAL STUDS OR METAL #14 METAL SCREWS TO MIN 18ga STEEL OR PANELS 0.09WALUMINUM HOLLOW WALL (BLOCKING 1/4"THRUBOLTS OR LAGS TO SOLID I BEHIND) IBLOCKING BEHIND M7 q1102 *j 6-1 g I k, Itl *01'rel :1 a Est. Electrical Load 3.211 0 Amps @ 120 Volts Electrical Reg'mits Edition 1, (1 ) 20 Amp/1 20 Volt Circuits 1635 N. Dale Mabry Hwy. Lutz, FL 33548 Office: (813) 948-2220 Fax: (813) 948-2403 Manager@AppleSignAndAwning.com DATE: 02/08/2023 CUSTOMER: Higher Up Smoke Shop LOCATION: 6620 Gall Blvd. Zephyrhills, Fl. 33542 Conforms to the requirements of the 7th Edition (2020) of the Florida Building Code sections 1609 and 3107, V(ult) = 140 mph, Exposure category Risk category = 11 John J. Orlando PE LLC - 165 Old Ridge Road - Macon, CA 31211 - 478 731 5394 - jjorlando@cox.net - Florida registration # 0044089 job 1323ASA sheet 1 of 2 Job name Job# Sign company: Installation location: Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: flush mounted LED channel letters Occupancy Category: Wind velocity (3 sec gust), FBC 2020, section 1609.3: Wind pressure (qz) Net Pressure Coeficient (Cnet) from Figure 30.7-2 Components and cladding not in areas of discontinuity - walls and parapets Wind Pressure 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 maximum width of structure to be attached effective projected area factor projected area of each component to be attached wind load allowable tension load per fastener to even number of fasteners minimum of 2 = number of fasteners practically required due to structure shape weight of structure is approximately allowable shear load per fastener to average shear load per fastener= Mounting surface construction is: Use methods: Method 1 - 1/4" A36 Threaded rod or GR2 through bolts into a blocking member. - safe working tension load = 160 pounds - safe working shear load = 200 pounds http-ttyvv dera-,sf_-ttsteve/rrsourcest_gn_gtgbles/bolts:html 11 140 S mph 50.2 psf -1.09 -54.7 psf 1.63 it 1,53 it 1.00' 2 4 n-2 -129 l0s 150 ins 2 2' 4IDs 100 ' IDS 1.8 IDS Method 2 - Lag bolts into framing members. -use 1/4" galvanized lag bolts with at least 3" of embedment into framing members. - allowable pull out load = 225 pounds httcr;(luntii•:sie efiles,_:_,utkands;o JConstruction'%20Plans/Tables..f2QReferencgsf20and%2tat3esth20C'raeticestF,asters€:rsFL 120 crew°l2QWithdrawai%2QSttenuth` Method 3 - 1/4-20 SS Toggler zip toggle anchors (BBS) - allowable pull out load = 125 Ibs - allowable shear out load = 100 Ibs htt_s fttac g derve€r_r�lpdfstSNAPT{{^,('_L_I wl C2°loflE-Heat' r-Dut,?•-Toggle-pltgf NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 4 - Hilti 1/4" Kwik Bolt with 2 1/2" embedment allowable loads in grout filled cmu - allowable tension load = 150 Ibs - allowable shear load = 380 Ibs NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 5 - 1/4" Tapcon - depth of embedment in hollow concrete bock = 1 1/4" - allowable tension strength = 250 Ibs allowable shear strength = 620 Ibs Method 6 - #14 self tapping sheet metal screws to min 18ga steel or 0.090" aluminum h, etpmiit`vvvy v. twtiuifdex,�corrrtc7dfiteks select dafasheet; ddf - allowable tension (pull out) load = 400 pounds Method 7 - 1/4" wood screws in 1/2" plywood htf s://— z911ar3c comtiog t I cu,Trlen sfPDFISc:'eev°tb, t;Pull-out - allowable tension load = 150 pounds References: ASCE 7-16 The 7th Edition (2020) of the Florida Building Code John J. Orlando PE LLC 0044089 165 Old Ridge Road Macon, GA 31211 (478)731-5394 horlando@cox.net df r V �V sheet 2 of 2 FSITE PLAN I Higher iSmokef 6620Gall Blvd 4