The URL can be used to link to this page

Home My WebLink About22-54765335 Eighth Street P' • t k L� Issue ate: _► a �r• x: Codesaccordance with City d Ordinances.00CUPANCY BEFORE NO OCCUPANCY BEFORE C.O. 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone ---tact for permittin, , (�88 1 —3 - 7737 4149411" its a pAnthognyPergolizzZi Owner's Name Ownerr PPhhone Number 646-772-8759 Owner's Address Owner Phone Number Fee Simple Titleholder Name Anthony Pergolizzi Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 4760 Cilver Circle ephyrhills FL 33541 LOT # 29 SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL R =ep I :ae:e:d =am =ag e:d =9X:7::G =ar. do =Or with :h:n:e:w �9x 7 G a �rd doer �rF L - 3 1 �37 2 1 �6 DESCRIPTION OF WORK E BUILDING SIZE SCE FOOTAGE HEIGHT MBUILDING DK�i�rJ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING =MECHANICAL = GAS ROOFING FINISHED FLOOR ELEVATIONS [::= AMP SERVICE PROGRESS ENERGY VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES NO W.R.E.C, BUILDER NY Quality Garage Doors Services L=LC N IM PA K—T---rE—E CLI—RRF`N—=Y /� SIGNATUR -`11LR T �L/ N c� E RE 0 Address 1;414 ;maffiximil A�veSpd�ngHill Fl �346 9 License# ELECTRICIAN COMPANY E; SIGNATURE REGISTERED ;;;FEE ClhoEll�� Address License # PLUMBER COMPANY SIGNATURE REGISTERED Address License If MECHANICAL COMPANY SIGNATURE REGISTEREU GURREII� Address License # OTHER COMPANY E;;�; SIGNATURE REGISTED Address 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, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpater; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Pennit 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 all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans, —*PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. UVC upgrades over $7500) 11 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) Retools if shingles Sewer's Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW I * 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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. 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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impart 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 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement, CONTRACTOR'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 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, Welland Areas and Environmentally Sensitive Lands, WatenWastewater Treatment, Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland 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, thejoh is considered abandoned. FLORIDA J URAT (F.S. 117,03) - T OWNER OR AGENT_ CONTRACTOR Subscribed and sworn to (or affirmed) before me this Subsorted a a or 47ed) re ei i —b — —, by Who,stare personally known to me or has/have produced Wh hare p s all n tome or ITas have IF- on J as identification. a identification. Notary Public Commission No. Name of Notary typed, printed nr stamped Name of Notary t ped printed r t JACQUEUNC BOGES ACommWW#113131216457 tzz Eomsitlleoem*12,2022 Sol" ft Ts y Falit kmnw4 NO.36$17019 Public kc I 20GA, STRU ATTACHED W1 (2) 16 UP, WFLV. RESIDENTIAIL 3 1/4' . 3/4' HEX TOP ROLLER BRACKET HEAD SCREWS PIT CHILD AVON 1/4' x ------------ 3/4' HEX HEAD SCREWS PER BRACKET 2" 7 BALL STEEL ADJUSTABLE ROLLER ROLLER CARRIER ATTACHED W/ (2) IJ4- . IJ2' BOLT & NUT PER BRACKET TYPICAL TOP FIXTURES SEE 4TABLE D ON PAGE 3 FOR F-FICCUMMENDED SECTION CONFIGURATION ENRUSAMENTS NET SIDIDN I'm DEPICT, �SIE TABLE 3 GO PAGE 3 FOR STILE PLACEMENTS -1 -9'-V MAX --l-1 - 111-1— TV (2) ROWS OF THREE (3) VENTS EQUALS 15 SO, INCHES OPTIONAL VENT DETAIL('�\' N.T.S. I 5/16' DDT x 1-5/8' BOLT ATTACHED TO JAMB EA JAMB BRACKET REVIE A LAN IEEXAM IN EF TAM, CENTER HINGE ATTACHED W1 15T 1/4' 3/4' ffi HEX HEAD SCREWS 2!5 OF SKI" QAN5 A M675N 14 GA SKIN (M950> 3- SODA. STRUTS ATTACHED - V1 AID 1/4' , 3/4' IWY HEAD SCREWS AT EACH, CENTER STILE TYPICAL CENTER HINGE N.T,S, OPTIGNAL VENTS PROVIDE 70 sq k,. (62 Wq. B,.FGR OPTIONAL WED > OF UNOBSTRUCTED AIR FLOW EACH. 2 X 6 SOUTHERN YELLOW PINE (NO, 2 OR BETIOU-1, ED GA STILES I4 GA GROW STEEL TRACK END TINGES 2- GAL,.TR STEEL ACK jjj TRACK THKDANESS C55' 1/4-2 5/8'TRACK 14 GA. GALV, STEEL SPL�CF BOLT AND NUT CENTER STILES OR 2) RIVETS TRACK MOUNTING DETAIL N.T.S. Ll 2OG4. STRUTS ATTACHED W/ G?> 1/4' x 3/4' HEX HEAD SCREWS 2' 7 BALL ITT ROL 3' 2OrA STRUTS ATTACHED W/ (F) 1/4' . 3/4' HEX READ SCREWS TYPICAL FNJD 14 CA END HINGE ATTACHED W1 (5) 1/4' x 3/4' HEX HEAD SCREWS 1 7 BALL STEEL BOTTOM BRACKET 13 GA, TJ41CK ATTACHED W/BK L/4' A 3/4' HEX HEAD SCREWS TYPICAL BOTTOM BRACKET 1 /4 N.T.S. rjUES FLORIDA BUILDING CODE,, C"IrRIC CODE, tWY 0F I V FLAB BRACKET ATTACHED T12 ORDINANCES VIDD 5/16 CIA, A 1-5/W LAG BOLTS AND TO TRACK W/(4> 1/4-0) x 5/8' TRACK SALTED POI-TS AND NUTS 16 CA RESIDENTIAL OP FIXTURE ATTACHED AV - AD 1/4' , 3/4' PBX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED AV(IA 1/4' x 1/2' DUST AND NETS 4- — END HINGE 14 GA. Ll F 21 11 17111TI TOP OF BOTTOM AND INTERMEDITE SECTIONS 2 x ED GA, STRUT BOTTOM OF BOTTOM SECTION I3GA- SOTTOR BRACKET ATTACHED W1 OU 1/4' . 3/4' ANTAIRD 0' AARFIA --I MAX. VINTI 9V I- - AMXW LFII.ADD[IT-- --F _J= SEE NINE 2 SPLICE TRACKS AT THIS LOCAGON -20 RACE BS T 1/4 TCA SAUOLT& NUS 'v/ (4) , SECURE TO JAMB MTH (3) 5/16- DA, x 1-518' LAI. BOLTS LET (1) 5/',6' BID, . 1-5/8* LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 GA, GALX STEEL JAMB ABETS ATTACHED W/ (1) 1/4-20 TRACKSPLICE BOLT & NOT A THR�JKCO OR (2) DARTS G A SEE (TAK 2) LIN PAGE 3 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6' LIP TO 14' TALL DOORS SF—115 �AW.MES AU TDE LOAD SAGN IND DOOR DB mANSTEIaEo TO THE WATT AL TRUCK, N07FOR STRUT SCHEDULE SEE D TABLE 4 ON PAGE 3 BR OR INC TRACK THE WAD . TRAtxsFEEa TO THE VIRTCAL AIXE% ITE MAQAWA[ JAW OR HEADER RECUV NO PORTON OF DE LOAN TRARRENDED NAW THE DOM. THE METHOD OF TESTING WAS IN SUBSTANTIAL 2 EACH WPHICN- JAMBS RECEIVES MAXIMUM MSUN LOAM +VWR LBS/FT & -121.1 iBX/TT CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTNI A DOM AND HARDWARE WU BE DESIGNED, MANUFACTURED E3 30 AND ANSI/DASMA 108. THE PRESSURES SHOWN ON THE AND A"TANGA "AN STANDARDSAs D" By DOXt'L ' FORTH 4. DOOR SECTORS CHAT BE 25 M- WA (419-) ROLLED FORMER LIGHT DRAWINGS WERE CALCULATED USING ASCE 7-16 WITH THE M149RCRL IMMITY FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE END I 1111G 11 LEMENTS SHALL BE DESIGNED BY A KO RED ENGINEER 'OR RIND TOADS ZONE, ROOF AT ANY SLOPE): INDICATED AN THIS DRA"NG IN CAMPION TO CARD LOADINGS. ,L BE TO TAKES ON HAW 3 FAR AMMON. DOOR MATHIS WIND SPEED 141 1 134 128 122 AND THEIR BERRI. PREDWRES EXPOSURE LEVEL I B C C D D MEAN ROOF HEIGHT 1 30' 25' 15 � 25' MAX SIZE S'SF 9' x AESKIN LOAD - +22:8 PSF -269 ACE l .LVdPA,Yd & se n, d N.ytahrre -vt b, -f VI rry TEST LOADS +34,2 PRE -40.4 PsF I Thomas L Shelmerdine ,Ff,,sbo-N,;74FL5921-GWe,diVA�G,-10 MODEL #625 AMARR UNCOLN 1000, 2000 MODEL #675 AMARR IULLCREST 1000, 2000 MODEL #950 AMARR HERITAGE 1000, 2000 DRAVNIN ORCI Ulf 1:/19/19 MAIO NUMB ""0 /ig DA—TE,,ff,,' �IRC-6209 -120-15 SHET I OF 3 GLAZING OPTION ("BOSS SECTION GLAZING NET AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING BEETS ASTN E1300-114 D—Fr— WINDOW FRAME � �TH UPR07ECO P -DN 0PTIGMLPC D- MTH JV PRO- wINSERTS TION N, 3/32 THICK Ssa di GLASS Z-ATEACHSHORT PANEL MINDOW FRAME ( & 16) #6 X 3/4- SCREWS AT EACH LONG PANEL "MONA FRAME MGLUED INSIDE FRAME' SECTION B—B f SHORT PANEL GLAZING FASTENER DETAIL N.TG' LONG PANEL GLAZING FASTENER DETAIL WOOD JAMB ATTACHMENT TO STRUCTURE (OPTIO-NAL) 2 X VERTICAL JAMB XU16� ATTACHMENT TO 5/16? 1 G SCREWS STARTING 6' FROM ENDS THEN 24- O.C. (1 1/2- EMBEDMENT) 2 L VERTICAL JAMB ATTACHMENT TO 2.090 PSI CONCRETE LT KWJK BOLT 3/8- X 4- STARTING 6- FROM ENDS THEN 24" D.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8- X 2-3/4- STARTING 6" FROM ENDS THEN 24- OC. (1 1/4- EMBEDMENT) ITW/RAMSET REDHEAD (TRU-BOLT) 3/8" X 4" STARTING 6" FROM ENDS THEN 24- O.C. (2 1/2 EMBEDMENT) 2 X r, -IEJAMB-ATTACHMENT TO HOJQ�� SIMP50N REWS STARTING 6" FROM ENDS, USE PAIRS OF FASTENERS (3- APART) AT 24" O.C. (1 1/2- EMBEDMENT) HILTI 1/4- X 2-3/4" KWIK-CON H+ SCREWS STARTING 6" FROM END-,,, USE PAIRS OF FASTENERS (3- APART) AT 24- O.C. (1 1/4- EMBEDMENT) 2 X I) VERTICAL JAMB ATTACHMENT To GPOUTED C 90 8L0^K 2 00 PSl HILTI SLEEVE ANCHOR 3/8- X 2-3/4- STARTING 6- FROM ENDS THEN 24- D.C. (3 1/4- EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) -LAGS AND BOLTS CAN HE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. PREPARATION OF WOOD JAMBS BY OTHERS WOOD CONCRETE GROUTED STOCK HOLLOW Bl6CK il STRUCTURE STRL.GRlSTRUCTURE. STRUCNRE Xe JAMS 1/2, MIN Typ- 2-3/4' MIN 1-1/2' MIN B a 4 1 OPTIONAL LONG PANEL TOP GLAZED SECTION LAYOUT OPTIONAL SHORT PANEL TOP GLAZED SECTION LAYOUT A A OPTIONAL LONG PANEL INTERMEDIATE GLAZED SECTIO14 LAYOUT A V DPTIONAL SHORT 7 PANEL INTERMEDIATE rLAZED SECTION LAYOUT _EX2M,A`LES OF OPTIONAL SHORT/LUNG PANEL GLAZING LAYOUTS -- -------------- ------- .&TAzI XV LABLE WAR ITIER OR .GLAN;k AVAILABLE IN ANYL ROMAINNI&TH SIDES lug= ALL TRACK ATTACHMENT SPACING +/— 2" ALLOWED WITH SYR OR SPF NO, 2 OR BETTER ONLY AVMLABLE TRAC ANY *URATMS NJ's TRACKS W1 TRACK SPLICE A NUTS 5 MIM) OR GA MIN.> VERTICAL TRACK TABLE 4 SECTION SECTION STRUTSIZE TOP 2" 7TH 3" 6TH 3" 5TH 3" 4TH 3" 3RD 3" 2ND 3" 3" BOTTOM 2 IT DESIGN LOADS m thcdate haver,. +22.8 PSF p_,,d C,e, ftIs ddce.edt.,e- -26,9 PSF t ne 1,1i1=1 I Ied se � I ,naturethe lliflad on any L +34 ' 2 PE' —40.4 PSF des, stt`t'ucivax sal-t—PA 11 e F L MODEL #625 AMARR LINGOIN 1000, 2000 MODEL #675 AMARR HILLCREST 1000, 2000 MODEL #950 AMARR HERITAGE 1000, 2000 I MAN BY MI DATE 12/I9/19 1 Raw "In I moo ey ou I Dw upipIRC-6209-120-15 - I - .1 1—i SVW 3 OF 3 cv,r v OF ZEPH VI o zonALL l,,;,VIPLY D"'11TH 'Fq�, 2 20GA. STRUT BUILDiNG r, ATTACHED W1 AD 01AXIING �ju 16 GA. V, RESIDENTIAL 1/4' &4' HE 70 ROLLER BRACKET CREWS AGA. CENTER `7"* ODE p ATTACHED W/IW 1/4' ATTACHED G/,, HEX HEAR SCREW W/ (5 1/4' ,�.Ip BRACKET ITIVD-E. TO S ;G PER BRACKET HEX HEAD SC W/(3� th!'UZI-5/8' LAG BOLTS AND TO TRACK KVL43 1/4-FT x 5/a' TRACK 2' 7 BALL STEEL ADJUSTABLE ROLLER SPLICE BOLTS AND NUTS ROLLER CARRIER AT TACHED TTACHED W1 IZA 1/4' 1/2' DOLT A 3' ROGA, STRUTS ATTACHED NET PER BRACKET W III> 1/4' x 3/4` HEX HEAD SCREWS AT \16 GA -11-FITIAL TYPICAL TOP FIXTURES(l I EACH CENTER STILE TGP,FIX ORE ATTACHED wi IS) /4' . 3/4' HEX HEAD SCREWS AD,JUSTABLE SLID� BRACKET ATTACHED W/OU 1/4' 1/2 BOLT AND PUTS SEE TABLE 11 1111 PAGE I EGA TYPICAL CENTER HINGE SPLICE TRACKS AT THIS LOCATION EC W/ (4) 1/4-20 TRACK (SPLICE BOLTS A, NUTS SECURE TO JAMS WITH FR OXIMENDED SECTION CGNFIGURATION MIS 3) 5/16' CIA. z 1-5/R' LAG BOLTS LAZING OPTIONAL 11) 5/16' IXA. x 1-51W LAG BOLT ATTACHED III JAMB 12 GA. GALA. STEEL W1 <5) 1/4' 3/4' 14 JAMB BRACKETS 4 GA. END HINGE ATTACHED END HI HEX HEAD SCREWS ATTACHED `K/ (1) 1/4--20 TRACK LICE BOLT NUT ATTACHED W/ (2) 31 AREA. STRUTS C CTHRar, I OR {2} 'RIVETS 1/4' P 3/41 HEX A HEAD SCREWS 7' 2' 7 BALL STEEL T_ ROLLER `-1 x Ll GA, STRUTS A VENTS PROVIDE 70 AN in. TOP OF BOTTOM AND EMBOSSMENTS GIG q !,,,FOR OPTIONAL INTERMEDETE SECTIONS NOT SHOWNFOR CLARITY VENT} OF UNOBSTRUCTED AIR ELGIN EACH, I A TYPICAL� END HINGE ESEE (TABLE ET IN PAGE 3 N.T.S. a' . ED GA.STRUT FOR JAME BRACKET SPACING UT am BE BOTTOM EE TABLE 3 ON PAGE , FOR STILE PLACEMENTS _!NSIDE ELEVATION N.T.S. TO (2) ROWS OF THREE (3) VENTS EQUALS 15 SIX INCHES Ile K� OPTIONAL VENT P� I 5 2- 80GA, STRUTS ATTACHED WL (2) 1/4' . 3/4' HEX HEAD SCREWS a' 7 BALL S ROL I ,N S1W CIA. . 1-5/8- LAG T ATTACHED TO JAMB AT EA. JAMS BRACKET 2 A 6 SOUTHERN YELLOW PINE (NO. 2 OR BETTER) 20 GAS I TILEC-\ \END HINGES171 2' GALM. STEEL *TRACK 11 GA.. CA STEEL TRACK THICKNESS _055" x 5/8CTRACK 14 cEN`QRREi,`,, BOLT AND NUT RIVETS TRACK MOUNTING DETAIL NTS7 2cl— TRACK CONFIGURATION FOR 6*6' UP TO 14' TALL DOORS 13GA BOTTOM BRACKET ATTACHED W/ (5) 1/4* x 3/4' HEX HEAD SCREWS 0 BOTTOM BRACKET riv DESMPIN OF RNOW TuTE FBY- 13 GA THICK ATTACHED W/(S) 114' A 3/4' ( A fOUAGE PCA EAR SCREWS SECTION A-ASIDVIEW -A TYPICAL _ BUT TOM _ BRACKET N.T.S. r4 NOTE1 FOR STRUT SCHEDULE SEE TABLE 4 ON PAGE 3 THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM E330 AND ANSI/OASMA 108. THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 7-16 WITH THE FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE END ZONE, ROOF AT ANY SLOPE): WIND SPEED (MPH) 1 155 1 141 1 134 128 122 EXPOSURE_LEVE L± B + CC )1 D MEAN ROOF HEICH,W7 , I INIERDS IS, .—I MAX. m7H Tc, DESIGN LQADA[L"-1 � .lIn . mw/V - 21.1 — NOTE C AID, NOTES 1. ALL _ THE . — THE - Is TAMANCODID IS THE A_ TRACK, MARTHE TRACK THE LOAD IS TRAMSENINED 10 TIEVERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER ROCENIES NO PORTION OF THE LSML TBAPMfIRRED FROM IRS IANCU. Z EACH WRTC& 1ARNA RACIVES AIANMUM DESIAR LOAM OF: ,IMS LIXVFT & -12T1 UKR/', I GOODS ANK HARDNARE W. BE AE.GNED, MANUfACNREYi AND, RDIALIM) WITH STA ARV( AS SET FORDI 81 DAM,11 4, DOOR MCOMS IUDU_ a OF GA. HIS. ;.,OIFT ROLLED FORMED LIGHT COMMERCIAL QUALPT 5, SUPPORTWG SCRUSTORAL ELEMENTS SHAE- BE DESIGNED BY A REGAGRED PROFESSIONAL ENGINEER FOR MR) LOADS WDICATED ON THIS DRAWING IN APD010N TO OTWR LOMAAWL , R��EC TO TABLES ON PACE 3 FAR ADDITIONAL DISK, YADTHS AND �, DESIGN PRESCURES MY 9' x SIZE 14' IL, h�,� I", A I'd I, DESIGN LOAD fI +22,5 ESE -26A ESE & 'A' ;eased h, 'g TEST LOADS +34 2 PSF -40�4 NNE !Thomas L ........ . ... Shelmerdine FL MODEL #625 AM ARR LINCOLN 1000, 2000 MODEL #675 ANARR HILLCREST 1000, 2000 MODEL #950 AMARR HERITAGE 1000, 2000 °j DRAM' BY OK DATE 12/19/19 1 RANNG RNBER LooKED By ou I DATE i2p/% !IRC-6209-120-15 — .,, -- I ISO I OF 3 m GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BGRNE DEBRIS REGION GLAZING WETS AKTM E 1300-04 —De.,.F,—D WINDOW FRAME OPTIONAL D. INSERTS WITH UP PROTECTION WITH UV PRO TECTON MIN. 3/32 THICK GEM GLASS r(IO)) #6 X 3/41- SCREWS AT EAS SHORT PANEL WINDOW FRAME & (16) H#6 X 3/4!" SCREWS AT EACH LONG PANEL WINDOW FRAME MEJ MOLDER INSIGE FRA SECTION B-13 OPTIONAL LONG PANEL TOP GLAZED SECTION LAYOUT v OPTIONAL SHORT PANEL TOP GLAZED SECTION LAYOUT ------- ---- OPTIONAL LONG PANEL INTERMEDIATE GLAZED SECTION LAYOUT A OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION LAYOUT EXAMPLES 0F_DPII0NAL SHERT/LDNG PANEL GLAZING LAYOUTS :GLAZiGO AVAILABLE DOWEIROR BTT SIDES IPA AVAILABLE IN ANY MINATON SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL WOOD JAMB ATTACHMENT TO-!T Z_X ? VERTICAL JAMB ATTACHMENT0 - 41 M� �JRCTIff? 5/18 , 3- LAG SCREWS STARTING 6" FROM ENDS THEN 24- O.C. (1 1/2" EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO 2.000 PS[ CONCRETE HIL11 KWfK BOLT 3/8- X 4- STARTING 6" FROM ENDS THEN 24- O.C. (2 1/2- EMBEDMENT) HILL SLEEVE ANCHOR 3/8- A 2-3/4- STARTING 6- FROM ENDS THEN 24- O,C, (1 1/4- EMBEDMENT) JTW/RAMSET REDHEAD (TRU—BOLT) 3/8- X 4- STARTING 6- FROM ENDS THEN 24- O.C. (2 1/2" EMBEDMENT) 2 _X_ 6VERTICAL JAMS ATETAKHMELff-TO _FOLLOW _Q-2Q_B1Q1K SIMP.� 1/4- X 3- THEN SCREWS STARTING 6" FROM ENDS, USE PAIRS OF FASTENERS (3- APART) AT 24- Q.C. (1 1/2- EMBEDMENT) HVI 1/4" X 2-3/4" KWIK—CON fI+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3- APART) AT 24- O.C. (1 1/4- EMBEDMENT) 2 X 6 VERN A - JAMB ATTACHMENT TO GROUTED —90 LOCK 2000 PSI GROUT HILTH SLEEVE ANCHOR 3/8- X 2-3/4- STARTING f, - FROM ENDS THEN 24- O.C. (1 1/4- EMBEDMENT) (OR, USE FASTENERS FOR F40LLOW C-90 BLOCK) 'L AGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. PREPARATION OF WOOD JAMBS BY OTHERS WOOD STRUCTURE GROUTED 8 K HOLLOW BLOCK It STRUCTURE TRUCTO STRUCTURE STRUCTURE JANIS /21 MIN Typ� 2-3/4' MIN 4' MIN MCI TABLE I TABLE 3 DOOR -- — SECTON HEIGHTS Section Center Stile Location Max Design Loads HEIGHT BtmT #2 #3 #4 #5 #6 #7 #8 PanelType (Measured from Left owe TABLE 4 TABLE 2 HEIGHT TRACK ATTACHMENT SPLICE W-20 TRACK SPLICE: BOLTS & NUTS FL o T 19' 38' 59' 82" 106' 130' 154' 2karr ALL TRACK ATTACHMENT SPACING 2' ALLOWED WITH SYF' OR SPF NO, 2 OR BETTER ONLY MODEL #675 AMARR HILLCREST 1000, 2000