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Home My WebLink About22-37435335 Eighth Street Fliili',"1171101� III ' Date: 0d�2 �60 22 • tt « «11.. Ordinances.accordance with City Codes and ! OCCUPANCY NO OCCUPANCY BEFORE C.O. CONTRACTORSIGNATURE PE IT OFFICE a„ PERMIT 1 IN 6 MONTHS WITHOUT CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED City Zephyrhills 5336 Eighth Street Phone: 8 780-0020 780-0021 BAR-803743-2 22 Issue Cate: "EINSPECTION FEES: (c) With respect to Reinspection fees will comply. +1 local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first relinspection,whichever Is greater,foreach subsequent OCCUPANCYComplete Plans, Specifications add fee Must Accompany Application. All work shall be performed ir accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO BEFORE' CONTRACTOR SIGNATURE ICE Aw I�!M IIIPE IT OFF W" J0` 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Phone Contact for Parmittin It 4 If *Mt Owners Namel �AY'j I �') (A I � -C Received',k ict�-L CA k �t Q':-L Owner Phone Ph.. Number Fee Simple Titleholder Name I I Owner Phone Number " SUBDIVISION �;Q PARCEL (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF--1 ADD/ALT SIGN DEMOLISH INSTALL = REPAIR PROPOSED USE SFR EJ COMM OTHER TYPE OF CONSTRUCTION BLOCK F] FRAME C�� STEEL DESCRIPTION OF WORK BUIL I SIZE �SQ FOOTAGE [a HEIGHT HEIGHT 't. L-X,IL,x, rx I ft XXXXXXX x XXVVIC XXV4 BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R,E.C. =PLUMBING Z' =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO _T BUILDER COMPANY L rAX, Yrl SIGNATURE REGISTERED IN E CURREN YIN Address r License# 19U]K�:� ELECTRICIAN COMPANY E SIGNATURE REGISTERED ;;;; �IEI C.RRE.YIN�� Address License #E=___== PLUMBER COMPANY E;;;== SIGNATURE REGISTERED FEE r.RNEN Address License #E===::= MECHANICAL COMPANY E;;; SIGNATURE E=== REGISTERED F W�IRENY / N�� Address License #E===== OTHER COMPANY ;�,� SIGNATURE E:=== REGISTERED FE ..ENN � Address License #E=:=== at #J11tit I IssasIll 1141111111111111 11111111411111111111 1161#9111t 11111 *1111111 It a Is I 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, Stoonwater Plans wt Silt Fence installed, Sanitary Facilities & I dumpster; 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, ROW Permit for new construction. Minimum ten (10) working days after submittal date, Required onsite, Construciion Plans, Stormwater Plans wl Sift 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, Fill out application completely, Owner & Contractor sign back of application, notarized If over $2600, a Notice of Commencement Is required. (Ac upgrades over $7500) *1 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/Foolage) 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 properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of now 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 "cerfificate 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 $2,600.00 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 "ownee' 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 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 Taws 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, Wetland Areas and Environmentally Sensitive Lands, WaterMastewater Treatment. - Southwest Florida Water Management District -bells, Cypress Bayheads, Wetland 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 wail 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, the job is considered abandoned. WOMAN 61141144 1 .. i ir.. ! . M *>w >« t ,:. f i .. ....,. "�: ►! .R OWNER OR CONTRACTOR sworneLd) before me this Subscribed and Who Were personally known to me or hasihave produced as identification, Notary Public a 6, Commission N.,14 at1 < S Name of Notary typed, printed or stamped S v c i.„ KIANATRCCHE"u �_ "� �'"': Icy COMMISSION hill096352 -;�� ,"= EXPIRES: February 23, 2025 '�n... °OW Bonded Thru Notary Public Underwriters Who Ware personally know7r to me or has/have produced as identification, Notary Public C mmission No. 6 J (0 Gill GA Name of Notary typed, printed or stamped " ytr pTOgroH e My COM ISSION # HH 096352 E EXPIRES, February 23, 202F,,�,"° Bonded Thru Notary Public Underwriters , j' UT I E O'F 00,Oli 111 i7 TvifjN,UE-RV,SNR0 �W�lbjvc,, WRAd OMMMul ww ba memo CnAh of PRI 4 10 :00 O"na Yl Oy on. A i �vv t vw AwyQ0, m, A�w MMMOM WMA one Mwww wh wwwwou Dr, 7, as t>-3 lkf. - pez q a Yhuf I i�hzs "Rbite oi 1,100a by 110 wm�w Lpr,R whoul A MA &MMM PW In ""A on px!%A by ............. "xit "C' o 5 11 1 -'n ulf . ....... Al J!"tas Naha 0WOMM OrRuity Vse"Cgm��ed ',A,' awpar ----- -- EQR&q hk 14 Notk. tr Gomrgnurllii,Tz 6"',U,, uo,"s T:cu be bTT..,' y, Y lVAR NEMSTO AMY RAYW-14M MAD, MM, W IFT2M 10= MA, -E ' ' Ko ", q CWTMRV% pmul, �Ms,,Wvn A , , , I D, TO Vto pRal", "IT N- " k x RE xA9 3EFO .. . ...... pg, < COMA DESIGN CRITERIA - APPLICABLE CODES, REGULATIONS AND STANDARDS 1, THE FLORIDA BUILDING CODE 7TIi EDITION 2020 SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM, AND CHAPTER 23 WOOD. Z 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. 1 ASCE 7-16, WIND LOADS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 AND TABLE 1604.5; 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; 155MPH V-ULTIMATE EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C 3. BUILDING CATEGORY FOR ALUMINUM STRUCTURES, PARAGRAPH 2002,6-, BUILDING CATEGORY 1. SPECIFICATIONS THE FOLLdWfWG SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY. 2. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. 3. #10 SCREWS 6FROM END AND 24"CENTER TO CENTER. 4. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN THE FIELD. 5. TYPICAL SCREEN TYPE SHALL BE 18xl4 6. ALL MEMBER SIZES MAY BE GREATER, BUT NOT LESS THAN, WHAT IS SHOWN ON THIS PRINT. 6A (EXAMPLE: A 2x6 MAY BE USED IN LIEU OF A 2x5) FINAL I LOCI TED IN I LIGHTNING ALUMINUM, INC POBOX 290144 TEMPLE TERRACE, FL 33687 813-984-1185 CRAIG JASIN, P.E. (#82363) LIGHTNING ENGINEERING LLC, 6231 BLACK DAIRY RD. SEFFNER, FL 33584 586-873-4980 PROJECT ADDRESS VELAZQUEZ 6467 BRADFORD WOODS DR. ZEPHYRHILLS, FL 33542 PASCO I 0'-0I -- T-0. 2,,2 10'-0- 2X3 --- ---Jl -HOUSE SCALE: 1/4"= V-0' 17'-10" ALL WORK SHALL COMPLY V1,11TH PRE1,0I, ODES FR rN Q, 'n' A C71 � g � LVi %IU�% OUILl ING C5,111MG ODE, NATIONAL A N D E C I "'ry n r: z - P, Y F'- H 1 LL 0", I ORDINANCES n PR 4 2022 REVEW A D,, C 1 0 F Z E P H v R H 11 1 CU I Ile, �7 RIAN EX MINE—, ,"GUSSET g T #10 SMS 1-1/4' DIMENSIONS O.C- 16"x6': 2x8 2x10 SCREWS VARY 16"x,t": 2x4 - 2x7 BASED ON BEAM 12"x4": 2x4 - 2x5 o o o o o o SIZE 2'x4" - 2"x10" (SIZE MAY VARY) EXTERNAL GUSSET DETAIL , 1 SCALE; N.T.S. RECEIVING BEAM CHANNEL W1 (2) #I Ox3/4' INTO EACH FACE (3) #10x3/4- INTO BEAM PURLIN OR GIRT TO BEAM OR POST DETAIL ��CCAIE N.T.S. (2) #10x2- SCREWS THRU EXTRUSION (1) #1 Ox2- SCREW 24- O.C. 2' WIDE EXTRUDED GUTTER BRACE AT EACH BEAM W1 (2) #8x3/4' C' NO. OF SCREWS AND PATTERN #1 Ox3/4" INTO — TO VARY, SCREWS TO MAINTAIN RECEIVING CHANNEL I-1w C/C (GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL SCALE: N.T.S. ALUMINUM MEMBER DIMENSIONS HOLLOW SECTIONS SELF MATING (SMB) 2X2- 2"X2"X0.044" 2X4, 2"X4"X0.G44"X0.100" 2X1 2"X3"X0.050" 2X5: 2"X5"X0.050"X0A00" 2X4: 2"WXO.050" 2X6: 2"X6"X0.055"X0. 1 29 2X5: 2"X5"X0.050" 2X7: 2'X7"X0.057"X0A20" 3X3: 3"X3"X0.093" 2X8: 2"X&M072"X0.124" 4X8:4"X8"ULTRASCAPE 2X9: 2"WX0.072"M124" 2X10: 2"X10"X0.092"X0.398" OPEN BACK SECTIONS 1X2: IW"M040" SNAP SECTIONS IX3: 1"X3"X0,045" 2X2 SNAP: 2"X2"X0,045" 2X3 SNAR 2`X3"X0.050" 2X4 SNAP: 2"M'W.045" BEAM 2x3 `5-1 RECEIVING CHANNEL SELF -MATING W/ (2) #1 Ox3W INTO BEAM - NOTCH GIRT EACH SIDE & (3) FOR UPRIGHT W/ #1 Ox314" INTO 2x3 MIN. 314'O,C, #10x3/4" UPRIGHT TO BEAM CONNECTION DETAIL BEAM SIZE x 4" GUSSET (I,' THICK) 2" O.C. 'D ,,—, OVERLAP SPLICE DETAIL 6, ,:�SCAN.F.S. (2) #1 Ox2- SCREWS THRU EXTRUSION (1) #1 Ox2- SCREW 24- O.C. 2" WIDE EXTRUDED GUTTER BRACE AT EACH BEAM TWt#8x3/4' NO. OF SCREWS AND PATTERN #10x314'INTO RECEIVING CHANNEL TO VARY. SCREWS TO MAINTAIN 1-114"C/C GUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL SCALE: N.T.S. #12x3/4'TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 1-1/4' O.C. SPACING t,-St� 4x8 ULTRA SCARE BEAM SPLICE DETAIL SCALE: N-T.S. 2x3 RECEIVING CHANNEL W1 (2) #1 Ox3/4" INTO GIRT EACH SIDE & (3) #I Ox3/4" INTO 2x3 ,, D3 SLOPED PURLIN CONNECTION DETAIL ,, SCALE: N.T.S. I RECEIVING CHANNEL W/ (2) #1 OX3/4- INTO EACH FACE & (3) 41 Ox314' INTO BEAM mom 1/8" PLATE ON 45' ANGLE (9) #1 Ox3/4" SMS (4) CABLE CONNECTION AT CORNER �1- SCALE, N.T.S. HOUSE WALL: EITHER STUCCOIBLOCK OR WOOD FRAME 114"x2-1/4"TAPCONS TO MAINTAIN 2'O,C, FOR STUCCO/BLOCK OR #10x2` SCREWS 1'O.C. FOR WOOD NO. OF SCREWS AND PATTERN TO VARY. SCREWS TO MAINTAIN 1-1/4'CIC #I0X3/4' INTO RECEIVING CHANNEL DIAGONAL WIND BRACE TO BEAM CONNECTION OR 2X3 PATIO CONNECTION HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL SCALE: N.T.S. (�YSCALE: N.T.S. (2) 1/4' DIA. x 3-1/2' THRU BOLTS #10x3/4"S.M.S. 10"OLC. INTO GUTTER ALSO INTO CARRY BEAM 0 0- NO. OF SCREWS AND PATTERN 0 TO VARY- SCREWS 0 TO MAINTAIN 1-114' 0 CIC L COMPOSITE TO GUTTER TO BEAM TO 3x3 COLUMN TO BEAM SCALE: N.T.S. #12x3/4'TEK SCREWS (2) ROWS TOP AND BOTTOM MAINTAIN 4 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, RE, (#82363) LIGHTNING ENGINEERING LLC. 6231 BLACK DAIRY RD, SEFFNER, FL 33584 586-873-4980 PROJECT ADDRESS VELAZQUEZ 6467 BRADFORD WOODS DR. ZEPHYRHILLS, FL 33542 PASCO E. N 2363 -':P STAT F Z A-2 CRAIG JASIN, P.E. € DETAILS' I- �t� x FORTHE BENEPT AND EXCAUSNE USE w aiE fi t ! £ a 'rs? AT r 'was , ,... , r t FW s..., ALL I.RTZI-145M, 111VAPICES �.Rw— Fk .X,z .s'"EtO, fRf PERTr =-Pw* � v".Cwt,' ^EKBRp. ,✓_C a t-rctsx" £�f ,.M, ,.. ..>.,»„n» , .,,._, .2 FOR EAVUSN S. wmm OF WAY. ¢ S WSUV">iM RKI '7mi '' kfs Y i „s ' b "3.w'. c a`ti iJ3S4Nkk no M"N Km ` XT WE I'c BE cum k'Sih$-. , .. i'"' cox KING" r fi* �(.. w 5H7' �'Yn wows 017- Y ,6t�J� ' d '"✓ it+'�Yi Y4C """. ( �..'.> ,s i 4.£ £ 1" � E $Fi' ..Any « sue.' IN El 4" SLAB MIN (2) 4'.x2-114"TAPCONS — 1-114"MIN CONCRETE ANCHOR EMBEDMENT TYP, ALL 0 C-\ CABLE CONNECTIONS AT FOUNDATION '! SCALE: NTS 2500 PSI (MIN) IN/ (1) #5 CONT. 2500 PSI (MIN) (MIN) WxWwl (1) #5 CONT, MIN FMIN I 11IN CONTINUOUS FOOTING DETAIL (INSTALLED BY OTHERS) SCALE, 4"X4" COLUMN #lox 3/4' INTO 4'X4' RECEIVING PLAN COLUMN I CHANNEL@ I 1-1/4'01C FRONT 4'X4" (2) 319' DIA. THRU COLUMNIJ BOLTS LENGTH VARIES SIDE 4 X4- COLUMN ROTATED 4X4 COLUMN TO BE 23 \�� SCALE: N.T.S, 3" x 0.032 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD(PSF) MAX ALLOWABLE SPAN (FT) L/80 L/1 20 L/180 L/240 10 17.50 17,50 16.91 15.96 20 16.64 15.96 14.06 12.16 30 15.17 i 14.06 1121 8.36 40 13.69 12A6 836 4,56 50 12.22 1026 5.51 0.76 60 1U5 836 2.66 - 70 9.27 6A6 80 7.80 4.56 1 2'x2'x1/8'ANGLE W1 SELF -MATING 2"x2"xi G' ANGLE W1 SELF -MATING (2) #lox 3/4" EACH FACE REQ. RECEIVING CHANNEL W1 (2) (2) #lox 314' EACH FACE RED. RECEIVING CHANNEL W/ (2) FOR EACH LOAD BEARING E #1 Ox 3/4" INTO EACH FACE FOR EACH LOAD BEARING #lox 3/14" INTO EACH FACE POST CONNECTION POST CONNECTION IN2' O,B,BASE PLATE I'x2" 0. O.B.BASE PLATE MIN, 4"SLAB 2500 PSI PAVERS T 111N, MIN4'SLMIN�, 7 4 . SLAB PSI 4 OF CONC, w/ WWM OR DIA TAPCONS 'o0 P FIBERMESH 1-1/4" MIN CONCRETE I DIA. TAPCONS W/ WWM ANCHOR EMBEDMENT CONC. OR 1-114"MIN CONCRETE SIDE VIEW TYP. ALL FIBERMESH SIDE - VIEW ANCHOR EMBEDMENT 24'0.G MAX 24, C.C.+MAX- TYP. ALL I'X2" BASE PLATE IN2" BASE PLATE ANCHORED CONC. ANCHORED CONC. DIA. TAPCONS 14'DIA, TAPCONS Z AT 24'O.C. MAX. AT 24'O.C� MAX. 1"DIA, TAPCONS 41' DIA. TAPCONS 4 1-1/4' MIN CONCRETE 1-114" MIN CONCRETE ANCHOR EMBEDMENT FRONT VIEW ANCHOR EMBEDMENT FRO�FVIEIW� TYP, ALL I TYP, ALL 2"x4"ORLARGER UPRIGHT TO DECK DETAILS 2'x4" OR LARGER UPRIGHT TO DECK w/ PAVERS DETAIL " - (1 SCREEN ENCLOSURE #1 Ox3/4- INTO RECEIVING FLOOR SYSTEM CHANNEL TO POST TO MAINTAIN 1-1/4- O.C. #1 Ox3/4' INTO RECEIVING 16- BLOCK STEM WALL W/ (1) 6'x6' POST CHANNEL TO CARRIER BEAM #5 DOWELED INTO FOOTER TO MAINTAIN 1-114'0.C, HEIGHT TO @ Oz. 7r� VARY, TYP. 2'x2"x118'HEAVY ANGLE EA. SIDE W/ (2) TAPCONS EA. ANGLE GRADE (2) - 3/9' DIA. THIRD BOLTS CONT. 8'WIDE x B'DEEP CON5 7/8'xl 1/2"xl/&'BASE VENTIONAL CONC, FOOTER DIA.W1 (6) 113- DIA TAPCONS WIN #5 CONT. LAP SPLICES MIN, TAPCONS ... -1 OR EQUIV. 25- & TIE W/ WIRE, TYP. @ 1-1/4'MIN PERIMETER DIA. TAPCONS, 1- 114" MIN CONCRETE E VIEW CONCRETE BASE 4 � V C-IOINCRIETE BASE CONCRETE ANCHOR ANCHOR L_ EMBEDMENT TYP. ALL EMBEDMENT CMU ANCHORING DETAIL TYP. ALL 6x6 POST ATTCHMENT DETAIL SCALE: N.T.S. N.T.S. 3-1/8'x1-1/2'x 118"BASE W/ 114' 3"x3" OR 4'x4" COLUMN OR(2) EQUIVDIA, TAPCONS. POST WJ (2) 318- DIA. THRU BOLTS LENGTH VARIES 14 DIA. TAPCONS 1-1/4' MIN CONCRETE ANCHOR EMBEDMENT TYP. ALL 3x3 OR 4 x4 COLUMN TO PAVER OR PATIO ATTACHMENT SCALE: N.T.S. CARRIER ROOF BEAM - BE (SIZE MAY VARY) (SIZE MAY 2'x4'-2'x1O" C, VARY) ROOF BEAM o 2x4'- 2'x1O' (SIZE MAY 0 11 VARY) Tx4'-Z`x10" 0 RECEIVING CHANNEL W/ #I Ox314' MAINTAINING RECEIVING CHANNEL SIDE VIEW TOP VIEW NOTE: -NO. OF SCREWS & PATTERN TO VARY BASED ON BEAM SIZE. -SCREWS TO MAINTAIN 1 1/4' D.C. (— ROOF BEAM TO CARRIER BE CONNECTION 2 �_ ?� SCALE; N.T.S. #10x3" S.M.S. THRU #lOx4'WFTH #1 Ox3' S.M.S. THRU FASCIA INTO RAFTER NEO WASHER FASCIA RAFTER (FASCIA INTO RA f TAILS, 24- O.C. 3'HEADER - TAILS, 24- O.C. COMPOSITE (3) #1 2x4- S,M,S, 100/4" ROOF PANELS WITH WASHER, ROOF PANELS S.M.S. PER PAN 3" COMPOSITE PER PANEL 3x2 (4) #lox 3/4' S.M.S. PER #10x3/4'S.M,S.10' #lox 314"S,M.S, PER O.C. TOP ANCONNECTION D PAN BOTTOM 3x2 F COLUMN COLUMN I r (4)#10x3/4" SUPER S.M.S. PER CONNECTION COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT AND COMPOSITE ROOF PAN ROOF HEADER TO FASCIA ATTACHMENT GUTTER TO LOAD -BEARING WALL FL, PRODUCT APPROVAL FL7561 -R4 - EXP. 12/3012022 AND PAN ROOF TO LOAD -BEARING WALL KNEE GUTTER 5 — ------ SCALE N.T.S. \.r SCALE: N,T.S. SCALE: N.T.S. 3X3 3" HEADER W/ (2) #1 Ox3/4" INTO 3X3 FACE & (2) #1 Dx3/4- INTO 3" COMPOSITE PANEL @ 12- O:C. 'am TAPE OR CAULK EXTERIOR GAPS, TYP. 3' HEADER W/ (2) #1 Ox314' INTO 3" COMPOSITE PANEL 4" DIA_ TAPCONS AT 24" @ 12"O.C. O.C. MAX. 3" HEADER 1-1/4' MIN CONCRETE MIN, 4' SLAB 2500 PSI ANCHOR EMBEDMENT CONC.w/ WWM OR TYP. ALL FISERIVIESH 3" COMPOSITE WALL DETAIL (W1 3x3 BEAM) (297 SCALE; N,T.S. CONTRACTOR LIGHTNING ALUMINUM, INC P.O. BOX 290144 TEMPLE TERRACE, EL 33687 813-984-1185 CRAIG JASIN, P.E. (#82363) LIGHTNING ENGINEERING LLC, 6231 BLACK DAIRY RD. SEFFNER, FL 33584 586-873-4980 VELAZQUEZ 6467 BRADFORD WOODS DR. ZEPHYRHILLS, FL 33542 PASCO -f'Aj'wjvf%j 'w 1%v- A-3 CRAIG JASIN, P.E. (#8-2363�) DETAILS