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Home My WebLink About22-5143Uffiy--ot ep yr i s 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-005143-2ail -+l Issue Date: 12/14/2022 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 23MZ�� Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY B F NO OCCUPANCY BEFORE C.O. 1A CONTRACTOR SIGNATURE PE I OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i 813-780-0020 1-City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Fee Simple Titleholder Address JOB ADDRESS LOT III SUBDIVISION )1V NKNARCII ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF-_1 ADDIALT El INSTALL REPAIR PROPOSED USE SFR Comm TYPE OF CONSTRUCTION BLOCK FRAME DESCRIPTION OF WORK SIGN DEMOLISH OTHER 7 law = STEEL E;?IBUILDING L+ 51C)o 1 VALUATION OF TOTAL CONSTRUCTION LINMEM =MECHANICAL AMP SERVICE PROGRESS ENERGY VALUATION OF MECHANICAL INSTALLATIONVI =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO W.R.E C IV BUILDER COMPANY SIGNATURE REGISTERED U Address ense Z _r4rh /04k- P, - ' > # IELECTRICIAN COMPANY REGISTERED L N SIGNATURE FEE CURREN Address License PLUMBER COMPANY SIGNATURE REGISTERED��^ _J FEE CURREN Address License # MECHANICAL COMPANY Sil QNATURE REGISTERED FEE CURREN Y/N Address License P OTHER COMPANY SIGNATURE REGISTERED �N FEE CURREN 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 dumpster; Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormweter Plans w/ Silt Fence installed, Sanitary Facilities & I 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. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of Contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) M� Driveways -Not over Counter if on public roadways..needs ROW 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 Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowners Promotion 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 MR 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, Wetiand Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment, - Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetiand 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 W" 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 top 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 error-, 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. KM"#11UN1=t*1ZJ -4 ZA W1111111 IWAR1111111 h! 11 Ig I :r_lvj N its 111111" A 111111 N1 I J, I U N ill FLORIDA JURAT (F.S. 117 OWNER OR AGENT_.e "by sworn Whois/a personally known tolmeorhas/haveprodrioed J 'n as identification. !NSTR#2022173348OR OK10666PG3769 Pays , of 1 981OW2022 Di:33 AM Ropt: 208379 Rec: 101 00 DS: Or 00 tT: t}M Nikki Alvarez ovules, Esq, Pasm County Clerk & Comptroller It zi 1 NOIWE OF COMMENCEMENT TqF UNWAtVAN bemale to COW in amidawD ctqv113, Fwda Wum 7. LZRI S"ej LI Named a Tidebolden. sts� A}WOWA e dB Taos a U dam. p, ct FW4a dMWed by or affier 4mments r y be semed as provVed by Secft rya 13(1 a AddMs GSA Cca $ aslEhs pBawd�tin �+� tom. T. of PwwA ea 9ft DmWmW by 0— eVheeon.data of of Cownegwemest dart.. -ay sat be bdma the ownpleft, of l aad Real MMMO b the cx '440 be Beta doe, Of a is ): _ Un r ig P Y o da I- re i catng #t0 "'c'Wed thown we aua'o B" c a£sny ems , wd STATE OF RORDA t ..... _ AttBi ' ng t, d p eir , KwAin 0 t- i 11 R9 RN APPLICABLE CODES, REGULATIONS AND STANDARDS 1. THE FLORIDA BUILDING CODE 7TH EDITION 2020 SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM, AND CHAPTER 23 WOOD. 2. AA ASM 35 ON SPECIFICATIONS FOR ALUMINUM STRUCTURES PART I -A AND I-B OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON, D.C., 2020 EDITION. 3. ASCE 7-16. WIND LOADS 1, BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 AND TABLE 1604.5; RISK CATEGORY 1. 2. BASIC WIND SPEED TABLE, TABLE 1609 STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3 AND TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 140MPH V-ULTIMATE EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C 1 BUILDING CATEGORY FOR ALUMINUM STRUCTURES, PARAGRAPH 2002.6: BUILDING CATEGORY 1. 4. MEMBER LIVE LOADS (FBC 2002A) 4.1. PRIMARY: 300LBS, ROOF PURLINS: 200LBS SPECIFICATIONS THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: 1, ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY. 2. PROD. SPEC.# (3" EPS FOAM PANELS): FL#7561-R5 3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. 4. #10 SCREWS 6" FROM END AND 24" CENTER TO CENTER (SMB ASSEMBLY). 5. FINAL DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN THE FIELD. 6. TYPICAL SCREEN TYPE SHALL BE 18x14x0.013 7. ALL MEMBER SIZES MAY BE GREATER, BUT NOT LESS THAN, WHAT IS SHOWN ON THIS PRINT. 71. (EXAMPLE: A 2x6 MAY BE USED IN LIEU OF A 2x5) Molffe- x 1601HI-E I ERHAGE 4 3087 813-984-1185 WiNWIRVAN-1-f-I 6231 BLACK DAIRY RD. SEFFNER, FL 33584 586-873-4980 T 2x3 TYP. 2x2 Typ. 161, 11 -0 2x5 FINAL DOOR LOCATION TBD IN FIELD i -T v 32' HOUSE SCALE: 1/4" = V-0" 32'-0" 101-01, Alt, WORK ISHALL C,, wes � � ,/,IDA kni, PVATIONA"-�� '--""WglNncc L S f- co g%, ri"E'ciry', ZE p '�p D0 0Rfipy!�jNCE,<.--,,, '110RHIRL AA-] GUSSET DIMENSIONS 16"x6": 2x8 - 2x 10 16'x4" 2x4 - 2x7 12"x4": 2x4 - 2x5 2"x4" - 2"x10' (SIZE MAY VARY) K-, -� EXTERNAL GUSSET DETAIL ��SCALE N.T.S. PURLIN #10SMS 1-1/4" O.C. SCREWS VARY BASED ON BEAM SIZE 2x3 Em RECEIVING CHANNEL SELF -MATING W/ (2) #10x314" INTO BEAM - NOTCH GIRT EACH SIDE & (3) FOR UPRIGHT W/ #10x3/4" INTO 2x3 1 10 MIN. 314" O.C. o #10x3f4` UPRIGHT TO BEAM CONNECTION DETAIL SCALE: N.T.S. BEAM SIZE x 4"GUSSET (I,' THICK) C #10x3/4" INTO RECEIVING CHANNEL SMS HALF PAIR NO. OF SCREWS AND PATTERN TO VARY. SCREWS TO MAINTAIN 1-1/4" O.C. #10x3/4" SMS ON 24" CENTERS PURLIN 2x3 RECEIVING CHANNEL W/ (2) Al Ox3/4" INTO GIRT EACH SIDE & (3) #10x3/4" INTO 2x3 mmarem SLOPED PURLIN CONNECTION DETAIL �SCALE. N.T.S. n 0 1/8" PLATE ON 45' ANGLE (9) #10x3[4' SMS CABLE CONNECTION AT CORNER SCALE: N.T.S. HOUSE WALL: EITHER STUCCO/BLOCK OR WOOD FRAME 1/4"x2-1/4'TAPCONS TO MAINTAIN 2" D.C. FOR STUCCO/BLOCK OR #10x2" SCREWS I" O.C. FOR WOOD RECEIVING BEAM SUPER RECEIVING CHANNEL BEAM 0 NO. OF SCREWS AND PATTERN CHANNEL W/ (2) x3 W1 (2) #1 Gx3/4- INTO TO VARY. SCREWS TO MAINTAIN GUTTER #10x3/4" INTO EACH 2" O.C. EACH FACE & (3) 0 1-1/4" C/C Ox3/4" INTO BEAM FACE& (3) #1 OX3/4- #1 #10x3/4" INTO INTO BEAM #10 /4", VUARIES __4 RECEIVING CHANNEL PURLIN OR GIRT TO BEAM OR POST DETAIL OVERLAP SPLICE DETAIL & SMB HALF PAIR TO SUPER GUTTER DETAIL DIAGONAL WIND BRACE TO BEAM CONNECTION OR 2X3 PATIO CONNECTION HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL HOUSE SCALE: W.T.S. . T �,�FSCALE. N,T.S, SCALE: N.T.S. (��=CALE N.T.S. (2) #1 Ox2" SCREWS THRU EXTRUSION - (2) #10x2'SCREWS THRU EXTRUSION (3) #12x4" S.M.S. WITH (1)#I0X2- SCREW 24'0.C. (1) 410x2"SCREW 24"O.C. WASHER PER PANEL OR #12x3/4"TEK SCREWS #10x3/4" S.M.S. 10, O.C. (2) ROWS TOP AND 2" WIDE EXTRUDED 2 WIDE EXTRUDED (COMPOSITE PANEL) 1— 3-1/2' BOTTOM MAINTAIN GUTTER BRACE AT GUTTER BRACE AT --OR- THRU BOLTS 1-1/4'0.C. SPACING EACH BEAM EACH BEAM (2) #10x3/4" S.M.S. PER— (2) #8x3/4" W/ (2) #8x3/4" PAN, MIN. SUPER D'--- #100/4- S.M.S. 0 (PAN ROOF) GUTTER 10" O.C. INTO CARRY BEAM 0 W WIDE EXTRUDED --<G TER BRACE AT EACH BEAM 'IV, W1 (2) #8x3/4, 0 0 0 0 0 NO. OF SCREWS AND PATTERN TO VARY. SCREWS NO. OF SCREWS AND PATTERN 0 NO. OF SCREWS AND PATTERN TO MAINTAIN 1-114" #10x3/4"INTO TO VARY, SCREWS TO MAINTAIN #1 0X314" INTO O.C. RECEIVING CHANNEL TO VARY. SCREWS TO MAINTAIN — RECEIVING CHANNEL 1-114" O.C. 1-1/4" O.C. GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL GUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL COMPOSITE OR PAN TO GUTTER TO BEAM TO COLUMN 4x8 CORNER KEY DETAIL - SCALE: N.T,S. - - ------ (19)_SCALE:_N_._T_S_______ 0\11 SCALE: N.T.S. SCALE: N.T.S. HOLLOW SECTIONS 2X2- 2"X2"X0.044" 2X1 2"X3"X0.050" 2X4: 2"M"XO050" 2X5: 2"X5"M050" 3X3: 3"XYM093" #1 2x314" TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 1-1/4'O.C. SPACING 4x8 ULTRA SCAPE BEAM SPLICE DETAIL #12x3/4"TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 1-114"O.C. SPACING ,4x8 ULTRA SCAPE BEAM TO BEAM BRACKET DETAIL � SCALE N,T,S. CONTRACTOR LIGHTNING ALUMINUM, INC P.O. BOX 290144 TEMPLE TERRACE, FL 33687 813-984-1185 ENGINEER CRAIG JASIN, P.E. (#82363) LIGHTNING ENGINEERING LLC. 6231 BLACK DAIRY RD, SEFFNER, FL 33584 586-873-4980 1 11400102ouff -ITITSTWETT-W! OLSEN 35676 BURMA REED DR. ZEPHYRHILLS, FL 33541 CITY OF ZEPHYRHILLS A-2 DETAILS L7_ 1/8" B.S. CABLE O 4" SLAB MIN— (2) 4"'x 2-1/4' TAPCONS ----- — 1-1/4' MIN CONCRETE ANCHOR EMBEDMENT TYP. 2500 PSI CONIC. ALL WWM OR FIBERMESH CABLE CONNECTIONS AT FOUNDATION CALE: N.T.S 2500 PSI (MIN) w/(1) #5 CONT. 2500 PSI (MIN) (MIN) 8'x8" w/ (1) #5 CONT.. Mil N 8" MIN CONTINUOUS FOOTING DETAIL (INSTALLED BY OTHERS) SCALE: N.T.S. Fo __1 4'X4' COLUMN OLUMN #10x 3/4" INTO 4"X4" RECEIVING PLAN COLUMN CHANNEL @ 1-1/4" O/C FRONT 4"X4 (2) 3/8" DIA, THRU COLUMN BOLTS LENGTH VARIES SIDE I'X4" COLUMN OLUMN ROTATED 4X4 - COLUMN TO BEAM SCALE: N.T.S. 3" x 0.032 x 1- LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF) U80 U120 L/180 U240 10 17.50 17.50 16.91 15.96 1 20 16.64 15.96 14.06 30 15.17 14.06 _12.16 11.21 8.36 40 13.69 12A6 836 4.56 50 12.22 10.26 5.51 0.76 60 10,75 8.36 2.66 70 6.27 6.46 80 7.80 4.56 SELF -MATING 2"x2"x1/8" ANGLE W1 (2) #10x 3/4" EACH FACE REQ. RECEIVING CHANNEL W/ (2) FOR EACH LOAD BEARING #10x 3/4" INTO EACH FACE POST CONNECTION 1 x2"O.B.BASE PLATE MIN, 4" SLAB 2500 PSI CONC, w/ WWM OR DIA. TAPCONS FIBERMESH 1/4" MIN CONCRETE ANCHOR EMBEDMENT SIDE VIEW TYP_ ALL 24" O,C. MAX - I "x2" BASE PLATE ANCHORED CONC. A. DIA. TAPCONS 4 4" DIA, TAPCONS I AT 24" O.C. MAX. 1-1/4" MIN CONCRETE ANCHOR EMBEDMENT FRONT VIEW TYP. ALL 2"x4" OR LARGER UPRIGHT TO DECK DETAILS 16 SCALE N.T.S. SCREEN ENCLOSURE FLOOR SYSTEM 16" BLOCK STEM WALL W/ (1) #5 DOWELED INTO FOOTER @ 6' O.C. GRADE CONT. 8" WIDE x 8" DEEP CONVENTIONAL CONC. FOOTER W1 (1) #5 CONT. LAP SPLICES MIN 25" & TIE Wl WIRE. TYP, @ PERIMETER (CMU ANCHORING DETAIL 26j, SCALE: N.T.S. #10x3" S.M.S. THRU FASCIA INTO RAFTER TAILS. 24" O.C. (3) #1 2x4" S.M.S. R OF PANELS WITH WASHER, PER PANEL #1 Ox 3/4' S.M.S. 10' O.C. TOP AND BOTTOM COLUMN OR COMPOSITE PANEL COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT AND COMPOSITE ROOF TO LOAD -BEARING WALL FL PRODUCT APPROVAL FL7561-R4 - EXP. 12/30/2022 SCALE: N.T.S. 3) I" HEADER W/ (2) #10x3/4" NTO 3x3 FACE & (2) #10x3/4" NTO 3" COMPOSITE PANEL 12" O.C. 3" COMPOSITE PANEL TAPE OR CAULK EXTERIO GAPS, TYI "' DIA, TAPCONS AT 24" 4 O.C. MAX. T'HEADER 1-1/4" MIN CONCRETE MIN. 4' SLAB 2500 PSI ANCHOR EMBEDMENT CONC. wl WWM OR TYP. ALL FfBERMESH 207 3" COMPOSITE WALL DETAIL (W/ 3x3 BEAM) --- SCALE: NJS. 3' HEADER Wl (2) #10x3/4" NTO 3" COMPOSITE PANEL � 12" O.C. 2'x2"xl/8" ANGLE W1 SELF -MATING CONTRACTOR (2) #10x 3/4" EACH FACE REQ. RECEIVING CHANNEL W/ (2) LIGHTNING ALUMINUM, INC FOR EACH LOAD BEARING #10x 3/4" INTO EACH FACE POST CONNECTION P.O. BOX 290144 VxZ' O.B.BASE PLATE 3-1/8"x1-1/2"x 118" BASE TEMPLE TERRACE, FL 33687 T'x3" OR 4"x4" COLUMN W1 (2) 1/4- DIA. TAPCONS 813-984-1185 PAVERS - OR EQUIV. 1 , "MIN 2 MIN.4"SLAB 250 PSI '"DIA. TAPCONS CONC. w/ WWM OR 1-1/4" MIN CONCRETE POST W1 (2) 3/8" DIA. THRU FIBERMESH SIDE VIEW ANCHOR EMBEDMENT BOLTS ENGINEER 24'0,C, MAX TYP. ALL LENGTH VARIES LENGTH CRAIG JASIN, P.E. (#82363) I'x2' BASE PLATE LIGHTNING ENGINEERING LLC. ANCHORED CONC, 6231 BLACK DAIRY RD. DIA. TAPCONS DIA. TAPCONS 4 SEFFNER FL 33584 4" DIA. TAPCONS AT 24" O.C. MAX. 1-1/4" MIN CONCRETE 1-1/4" MIN CONCRETE ANCHOR EMBEDMENT ANCHOR EMBEDMENT FRONT VIEW TYP_ ALL TYP. ALL 17 2"x4" OR LARGER UPRIGHT TO DECK w/ PAVERS DETAIL i A 3x3 OR 44 COLUMN TO -PAVER -OR PATIO ATTACHMENT PROJECT ADDRESS N.T.S. SCALE N.T.S. OLSEN #10x3/4" INTO RECEIVING CARRIER ROOF BEAM 35676 BURMA REED DR. CHANNEL TO POST TO BEAM (SIZE MAY VARY) 7 ZEPHYRHILLS, FL 33541 oa MAINTAIN 1-114" O.C. (SIZE MAY 2"XZI" - 2"XIO"' CITY OF ZEPHYRHILLS VARY) ROOF BEAM 0 2"x4" - 2"x10" TO MAINTAIN 1-1/4"O.C. 0 #10X3/4" INTO RECEIVING (SIZE MAY 0 CHANNEL TO CARRIER BEAM VARY) 6"x6" POST 2"x4%2"xl0' HEIGHT TO VARY, TYP. X 2"x2"xl/8' HEAVY ANGLE EA. 0 SIDE W/ (2) TAPCONS EA. 0 - 0 ANGLE RECEIVING CHANNEL W/ #10x3/4" MAINTAINING (2) - 3/6" DIA. THRU BOLTS —t 5 7/8"xl 1/2"xl/8"BASE RECEIVING ' 1-1/4" O.C. DIA. CHANNEL SIDE VIEW TOP VIEW 4 W/ (6) 113" DIA TAPCONS TAPCONS OR EQUIV. ------- - 1-1/4" MIN DIA. TAPCONS, 1-114- MIN NOTE: CONCRETE SIDE 0001 CONCRETE BASE 4 ANCHOR _ONCRETE B21 CONCRETE ANCHOR -NO. OF SCREWS & PATTERN TO VARY BASED ON BEAM SIZE, EMBEDMENT EMBEDMENT TYP. ALL -SCREWS TO MAINTAIN 1 1/4'O.C. TYP. ALL 6x6 POST ATTCHMENT DETAIL ROOF BEAM TO CARRIER BEAM CONNECTION SCALE N.T.S. SCALE: N.T.S. #10x3" S.M.S. THRU FASCIA INTO RAFTER TAILS, 24" O.C. PAN ROOF /(2) #10x3/4" PANELS S.M.S. PER PAN _ MIN. #1 Ox 3/4" S.M.S. PER PAN PAN ROOF HEADER TO FASCIA ATTACHMENT AND PAN ROOF TO LOAD -BEARING WALL �SCALE: N.T.S. #12x314" TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 1-1/4" O.C. SPACING MIN (4),4" DIA. TAPCONS, 'ET 1-1/4' MIN CONCRETE ANCHOR EMBEDMENT TYP. ALL �4x8 POST TO CONCRETE [-BEAM ANCHOR SCALE: N.T.S. COLUMN 3" HEADER #10x4"WITH NEO WASHER 3" COMPOSITE 3x2 (4) #1 Ox 3/4" S.M.S. PER CONNECTION 3x2 7'0.C. (4) #1 Ox 3/4" SUPER 4- S.M.S. PER GUTTER CONNECTION KNEE WALL DETAIL TO GUTTER SCALE N.T.S.