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Home My WebLink About22-3556BAR-003556-2022 Issue Date: 02/10/2022 REINSPECTION FEES. (c) With respect to Reinspection fees will comply with Florida Statute 553.801 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. I IIIIIIIIJIll 111111111111 Jill III PRIME 111111FRIFIVIIIIIINIII I, III before recording your notice of commencement." Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. y CONTRACTOR SIGNATURE E C THOUT APPROVED INSPECTION 813-780-0020 Gity of Zephyrhills Permit Application Building Department Fax-813-780-002.1 Date Received Phone Contact for Permitting Owner's Name Owner phone Number c1!,:1�1(_iA_11__ Owner's Address t ''Ltj Owner Phone Number Fee Simple Titleholder Name Owner Phone Number E=:== Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION WORK PROPOSED NEW CONSTR' INSTAL PROPOSED USE 0 SFR TYPE OF CONSTRUCTION O BLOCK C� PARCEL ID#1 C) V-[,L- -1 C, g! (OBTAINED FROM PROPERTY TAX NOTICE) ADD/ALT REPAIR Comm FRAME = SIGN = DEMOLISH OTHER STEEL Y x.... o, cv, V V DESCRIPTION OF WORK 21"d 'k 2- \X11 I" , , BUILDING SIZE I So FOOTAGE HEIGHT [Z]BUILDING o VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W,R.E.C. =PLUMBING It/ =MECHANICAL VALUATION OF MECHANICAL INSTALLATION /r, I A/ =GAS ROOFING SPECIALTY = OTHER 444 1 f (Z", FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUIL DER COMPANY SIGNATURE REGISTERED Y/N FEE URFE—N Y/N Address License # ELECTRICIAN COMPANY E SIGNATURE REGISTERED ;;FEE.1�111EN. Y / N � Address License# F PLUMBER COMPANY L==_F_EE SIGNATURE REGISTERED Address I License # MECHANICAL COMPANY E SIGNATURE REGISTERED YIN FEE Address License # OTHER COMPANY SIGNATURE REGISTERED Address E 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 dumpsten 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 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 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, (AC 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) Driveways -Not over Counter if on public roadways..needs ROW 813-78*0020 City niZephyTh||lsPermit Application rax*13-78*0021 Building Department NOTICE urDEED RESTRICTIONS: The undersigned understandsthat 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 ficensing 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 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 —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I cerfify 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 to obtain a permit to do work and installation as indicated. I cerfify 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 ofEnvironmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management Distriot-We||o, Cypress Bayheado, Wetland Areos, Altering VVate^mum*a. - Army Corps ufEngineam-Seawm||a.Docks, Navigable Waterways. Department or Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks, ' USEnvironmental Protection Agency -Asbestos abatement. Federal Aviation Authority- Runwaya, / understand that the following restrictions apply mthe use wfill: ' Use o[fill innot allowed inFlood Zone nrunless expressly permitted. - If the 0l material is to he used in Flood Zone ''A^. it is understood that u drainage plan addressing u ^componoedng volume" will be submitted at time of permitting which is prepared by professional engineer licensed bythe State «rFlorida, ' If the nU material in to be used in Flood Zone ''/r in connection with a po,m|nod building using stem wm|| construction, | certify that fill will urused only vnfill the area within the stem wall, If fill material is to be used in any area, | certify that use of such fill will not adversely affect adjacent properties. If use of fill in found to adversely affect adjacent pmpertiew, the owner may be cited for violating the conditions ofthe building permit issued under the attached permit application, for lots less than one <1acre 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 as identification, as identification. )JI, Z Notary Public Notary Public Commission No, ped, printed or stamped N 'me a otary typed, printed or stamped INSTR#2022026199OR BK10540 Pr, 3740 Page 1 of 1 S/H 01/31/2022 10:12 AM Ropt: 2410298 Reo: 10.00 DS: 0.00 IT: 0,00 Nikki Alvarez�Sowles, Esq., Pasco County Clerk & Comptroller NOTICE OF COMMENCEMENT State of FLORIDA County of PASCO Property Identification No: 35-25-21-0150-01500-0120 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Section 713 of the Florida State Statutes. the followine: information is nrovidei in flpis Voticejif ORIPLIBINIEKAH] ' I.Description of property f7egal description): ZEPHYI. LIXES SUBDTVIST111,A) PWILSE 20 PB E12 PG--*jQ Bi_�#Lj!�� 15 L,#T 12 Street Address: 2. General Description of Improvement: Construct New 20X26' Screen Room a) Name and address: Mark Morris 7941 Broad Point Drive b) Name and address of fee simple titleholder (if other thati owner): N/A c) Interest in property: Owner 4. Contractor: Paul Schaper, 8949 Gall Blvd., Zephyrhills, FL 33541 — Ph: (813) 782-0920, Fax: (813) 715-4875 5. Surety: Bauer & Associates, 12210 Highway 301 N., Dade City, FL 33525 - $5,000 bond 6. Lender Name/Address: N/A 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statures: a) Name and address: N/A b) Telephone No.: Fax No. (Opt)— mm" WON m1mamos 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): • STATE OF FLORIDA COUNTY OF PASCO Sliggnatu.repf cror Owner's Authop•zed Officer/Director/Partner/Manager Print Name e fore oing instrument Was acknowledged before me this day o 20,, by officer, thority, 'tee, as (type of authority, %.- attorney in fact) for (name ofpartyonb ialfof3phom instrument was executed). ? Personally Known - OR Pr!�ced Identification &o4Signaturef Type of Identification Produced SI'EPHANIE ANN BOSS tot�; public State of Florida Cc i3 HH 054742 0omm. E ptr tictig, 2024 I , 61 Flodia, County Of Pasco Thl* is to certify that the foregoing is a t , - nd orrer,,t copy of the docurnent or or pGUh!ic record in this office, r � Witness niy hand and official sea[this � d dray of �lj k Ivarez�Cowi s Clerk Comptroller SITE PLAN Mark Morris 7941 Broad Pointe Drive Zephyrhills, FL 33542 m PARCEL# 35-25-21-0150-01500-0120 The Florida Building 2020 Code 7th Edition. specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood - AA ASM 35 an 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 A,5CF 7-16- Building Occupancy Category, Paragraph 1604.5 and Table 1604,5: Cgtego ry-!= 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.149MPft V-ultimate Exposure Category, Paragraph 1609.4.3.- C Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1, e following specifications or,, applicable to this project: Aluminum extrusions shall be 6005 T5 Alloy Fasteners are required to be SAE Grade 2 or better zinc plated. #10 screws 6' from ends and 24" center to center. Door location shelf be determined by contractor in the field, WIND ZONE FOR MANSARD BEAMS @ 140mph VULT VULT - (Ultimate Design Wind Speed) 2X4(cV8) 0,044 Up to Up to 8' 2X5(SMB) 0.050 Up to 18'-2" Up to 8' - --- 2X6tsme) 0.060 Up to 25'-- 4 Up to 8 2X7NMB) 0.060 Up to 28'-4' Up to 8' 2X&SMiD 0.080 Up to '-6" Up to 8' 2X9(SMB) --5.080 Up to 39'- 4 " J Up to 8 WIND ZONE FOR METAL COLUMNS 0 140mph VOLT VULT - (Ultimate Design Wind Speed) SelfMatingl1lollow Gouge Column Height Range 2X4 0,050 up to 70'-4" 2X5 0.050 Up to 12'-B" 2X6(Sm3) 0.055 Up to 16'- 5 - 2X7(syn) 0,062 up to 79'-8- 2X8(-,6) 0.072 up to 23'- 6 " EXACT DOOR LOCATION MAY VARY AND 1BD IN FIELD �-1 6 X 2X2 DJ 2x2 10, REVIEW DAT[ftB 0 / 2022 CITY OF ZEPHYR PLANEXAMINE, HOUSE SCALE I/a' = 1'-0' 33' WIND ZONE FOR PURL INS AND RAILS VULT ry (Ultimate Design(Ultimate Design Wind Speed)_ F 7177,77-77 77777-7 `777j -- —7-77-1 2X210.044 1 up to 7 CON IRA C TOP 1 RAM A, GOEL, P.E.(J4743I) PROJECT ADDRESS 2X3 JR045 1 Up to 9' I 2X4 10, 050 1 up to T0'-4" SCHAPER CONSTRUCTION INC. CORY LAKE PROFESSIONAL CENTER JA CKSON L -------To.o5o p to 1.1'-8- 89 49 GALL BLVD I0329 CROSS CREEP BL VD STE P TAMPA, FL 33647 7030 SILVERADO RANCH BLVD, ZEPHHEHILLS, FL 33541 I PH# 715- 781-1822 ZEPHYRHILLS, FL 33541 i CR- 05-9817 EXACT DOOR LOCATION MAY VARY AND TBD IN FIELD oW1111/1 A, Go UCENSE No 4743 STATE OF FLORIDA This item has been electronically signed and sealed by Rom Goal using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and signature must be verified on any electronic copies ag RING, Ram;G, C-,s Dal nnths12 / HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER J, SECTION R30I.2.1 OF THE F.B.C. 2020 RESIDENTIAL 7th EDITION RAM A. GOEL, P.E.(,-47431) SONEY FM LLC, CA#.9746 COPY LAVE PROFESSIONAL CENTER IO329 CROSS CREEK BLVD. STE P TAMPA, FL 33647 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS SELF MAZVSMB) 2X2:2"X2"X0.044" 2X4 SMB: 2`X4"X0.044"X0, 100" 2X3, 2"XJ"X0.O50` 2X5 SMB: 2 `X5 "XO. 050 "XO, 100 " 2X4:2 "X4 "XO. 050 2X6 SMB,- 2 "X6 "X0. 055 "XO. 120 " 2X5: 2 "X5 "XO. 050 2X7 SMB: 2 'W"XO. 057XO. 120 " 2X8 SME,, 2 `X8 7XO, 0 72 "XO. 124 " OPEN BACK SECTIONS 2X9 SMB: 2"X10"X0.092"X0,398 IX2: I:X2"X0,040" 1 XJ,- I "X2 "XO. 045 SNAP SECTIONS i 2X2 Snap: 2"x2"x0.045" 2xJ Snap: 2"x3`x0.050 WIND PRESSURES: FROM TABLE 2002.4 FBC HORIZONTAL (WAIDWARD) 27PSF HORIZONTAL (LEEWARD) 21PSF VERTICAL (SCREEN SURFACE) 8PSF VERTICAL (SOLID SURFACE) 23PSF S.S.CABLE 4' SLAB MIN (2) 114 X 2 1:14- TAPCONS '\25011 PS1rCGIIC wwM CABLE AT IQJND--A 710N OQNNGTQNS SCALE N, IS� 5 (3) 12X4- CHS. W77H 1OX3' SYS 774RU WASHER PER PANEL FASCIA INTO COA410,57F rZAFTER TARS 24' ON CENTER PONT PANELS r --4 ;OX314, S.M.& 0' on, c-ter top and botton, rOLUMN COMPOSITE RC OF HEADER TO FASCIA ATTACHMENT AND COMPOSITE ROOF TO LOAD -BEARING WALL GUSSET DIMENSIONS 718- 76 X 6 22 10 x314 16 X 4\ 0.0 EXTERNAL -INTERNAL GUSSET DETAIL �� SCALE MTS, 114'0 x 2'-112 MASONRY ANCHOR IF WOOD SUBSTITUTE #10 x # SMS 6' FROM TOP & BOTTOM 0 24" O.C. I'x2" OPEN BACK A I I 1--I'x2" OPEN BACK QPE61BACK TO HOST STRUCTURE DETAIL SCALE N.T.S. BEAM SIZE x 4" GUSSET 118" THICK r. 314' 7EK 112' 0,-- OVERLAPSPICEDETAIL) SCALE M.T.S. RECEIVING POPLIN 'OR CHANNEL W/ 2 #1 OX314 - INTO BEAM EACH FACE & (3) #=J14- INTO BEAM PURLiN OR GIRT TO BERM dR POST DETAIL SCALE N. T.S. IM FL. PR7DUCT APPROVAL FL75&1—R5 EXP. 12 1 2023LLIJ -- — SCALE N. TS PROJECT ADDRESS A c KS 'N jo 1 0 -E (#47431) F 77 EPA RANCH BLVD 55 7 PROFESSIONAL CENTER 0 SLV D RAM A. GOEL, P.E.(#47431) jACKSON GO N IRA OR GORY LAKE PROFESSIONAL CENTER 70JO SILVERADO BLVD 0 CROSS 'L V STEP EE ' D E ZEPHYRHILLS, FL 3,3541 CONTRACTOR O CO CT RUC77ON �9 R �CREEK ' K SCRAPER INS INC 103329 CROSS CREEK BLVD STE P T RAM L -OH 8 9 LL 8L '94 GA V9 TAMPA, FL JJ647 Y IT ILLS , �_L 3,3541 P # , —781-1822 7EPHH PH# 715 F 2XJ RECOWNG CHANNEL W12 fjoX3 14_ INTO GIRT EACH SIDE & (3) JIOX314- INTO 2 X 3 REAM -NOTCH FOR UPRIGHT IkIN 314" 0, c, #IOX314" UPRIGHT TO BEAM CONNECTtdN DETAIL SCALE N.T.S. 21 (I)-#10 X 2" SCREW 24' O.C. (2)-Al 0' X 1� SCREWS "I THRU EXTRUSION 2' WDE EXTRUDED GUTTER BRACE AT EACH BEAM WI(2)-#8 X 3/4' UMBER OF SCREWS PATTERN TO VARY #IOX.314- INTO SCREWS TO MAINTAIN 1-114- CIC RECOWNG CHANNEL SCALE N.T.S. 2-xo-x1/8- ANGLE W/ (2)-#10 x 314" EACH FACE Req. for Each Load Bwring� Peet Connection MIN 4" SLAB 2500 PSt CONC wIRBERMESH ,SIDE VIEW SELF -MATING RECEIVING CHANNEL WI(2)#10, 314' INTO EACH FACE — t' , 2' URBASE PLATE" 'L,4e', I, -, J, -, I* A 2' BASE PLATE crARK ANCHORED CONC. 114- X 2 114- TAPCON5 MAX 24" FRONT VIEW SCALE NTS, DETAILS E8 PURLIN 2X,3— RECOWNG CHANNEL W12 jI0x314- INTO GIRT EACH SIDE & (3) UPRIGHT ,flOX314- INTO 2 X 3 SLOPED PURUN COLLEEN DETAIL SCALE N. T S, (I)-#10 X 2` 'SCREW 24' O.C. X 2' SCREWS— THRU EXTRUSION 2' WIDE EXTRUDED GUTTER BRACE AT EACH SEAM WI(2)-#B X 314'- \�IIUBER I SCREWS PATTERN TO VARY ro-14 ' INTO SCREWS TO MAINTAIN 1-114' CIC PECEIVNI, CHANNEL GUTTER BRACE &ANGLED FASCIA BOARD ATTACHMENT DETAIL SCALE N, TS. [7 This item has been electronically signed and sealed by Rom Goel using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and signature must be verified on any electronic copies I HEREBY CERTIFY THAT I NAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE&II THE FBC 2020 RESIDENRAL 7th EDtTI Ram POUR V -0 STATE RAM A. GOEL, SONEY FM LLC,PE,(#474JICA#9746) CORY LAKE PROFESSIONAL CENTER I0329 CROSS CREEK BLVD. STE P TAMPA , FL 33647 Ph At 71-5-781-1,Q22 3 118-YI 712- X 1/8- BASE WI(2) I/S- CAN. 3X3- or 4X4' COLUMN 11APCONS OR EQUIV. _YOST W (2)114'DIAM. J 112- THRU Cars FOR 3X3 0 C R 4 112- THEN BOLTS FOR JXJ QR_ �ACQLUMN TO PAVER OR SCALE M T.S. ff JYJ POST Jx3 INSERT S GRACE 1 1/4" MIN T. 12' WDE , 12" DEEP ....... CONV&477ONAL CONC F007ER t_ W1 (2) gF5 CONT. LAP D /f' 12' SPLICES MIN 25' & 77E W1 WRE TP 0 PERIMETER 12' POST W TOOTER DETAIL SCALE M I. a CONTRACTOR SCHAPER CONSTRUCDON INC. 8949 GALL EL VD 9 ZEPHYRHILLS,FL 33541 CB-059817 RAM RAM A. GOEL, P.E(#47431) CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK BLVD STE P TAMPA , FL 33547 PH# 715- 781-1822 PROJECT ADDRESS ,1ACKSGIV 7030 SILVERADO RANCH BLVO ZEPHYRHILLS, FL 33541 (E) 1/4® DIAN, BY 3 712- THRU BOLTS IOX314- EMSIO` O.C. INTO CUTTER AXS0 INTO CARRY DEAN o NO. OF SCREWS PATTERN TO VARY SCREWS TO MAINTAIN 1 114" C/c V V V 31 COMPOSITE TO CUTTER TO BEAM TO 3X3 COLUMN TO REAM .045 RECiSONG CHANNEL W ,/2.f�0 ;MS"TOf SCALE ALTS, I HOUSE WALL : EITHER STUCCO/BLOCK OR WOODFRAME 114 x 2 114 TAPCOMS TO MAINTAIN 2' co FOR STUCCOIRLCCK OR jfjo x 2' SCREWS I' O.C.FOR WOOD \ NUMBER OF SCREWS PATTERN TO VARY SCREWS TO MAINTAIN 1-114- CIC RECDON CHANNEL. I HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL (3) IOXS/4- S.M.S. X TIRU IOX3, SMS, THRU a PER PAN `UADINTO S 0 E FASCIA INTO ROOF PANELS FRAF77? 24' 011V CENTER "TAILS 1 OX314 s M. a 3 PER PAN OLUMN PAN ROOF HEADER TO 1A ATTACHMENT AND PAN ROOF TO LOAD —BEARING WALL SCALE MTR 3' HEADER 10,4 WTH "a WAInP, 3'COMPOSITE 3x2 3x2 7' O.C. SUPER GUTTER IOWA SMS PER CONNECTUON KNEE WALL DETAIL A? GUTTER SCALE N, T S. #10x314 INTO RECEIVING 3X3, OR CHANNEL 4X4� COLUMN 7 114' a/c FRONT (2) 114 DIAM, BY VEW 4 112- THRU SOL TS SIVE WEW JX3" OR e MO. OF SCREWS 4W PA. T7ERN TO VARY P" R' SCREWS To MAINTAIN COLUMN C, J' [IR DID BEAM 0 OR 4.X4 UANI F7 LJX LCL SCALE N, T� S. T C 81 JOOO PSI (MIN) 3000 PSI (MIN) W/P) 0 CLINT 8- A 8- W1 (I) #5 CONT. ;5 %5E� CONTINUOUS_E20_77N DETAIL SCALE MTS, 6 - P0014- ON of SIDE OF RECOWNG afANNa TRUSS TQ GUTTER DETAIL SCALE Al, T.S: r- 2x3 2x2 2_x 2 2x2 7 EV IN, SCREEN DOOR DETAIL j SCALE N.TS, 27X&-X,18- ANGLE W1 IC11 rA CC (2)-#10 x 314' EACH FACE SELF -MATING Req. f- E-h Lead Bearing E_t 1-n-Ii- RECEIVING CHANNEL WI(2)#10x 314* INTO EACH FACE MfN 4" SLAB 2500 PSI SH CONC wIF78ERMESH 1' 2' CONASE PLATE PAVERS IN SIDE VIEW 24' O.C. MAX PA WRS 114' x 5" TAPCop X 2- BASE PLATE ANCHORED CONE 114' X 2 114' T4PCONS MAX 24' FRONT VIEW X 4' OR LARGER UPRIGHT TO QF(X ,,,AILS SCALE N.T.S. This item has been electronically signed and sealed by Rom Goel using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and signature must be verified on any electronic copies / HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE THE F&C 2020 RESIDEN77AL 7th EDITION pkl. G NO 4743 Ram Go4==— —FOP .... . ......... --- FLORDA -1 RAM A. GOEL, P,E,(#4743I) SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER I0329 CROSS CREEK BLVD. STE P A-3 TAMPA , FL 33847 Arr