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HomeMy WebLinkAbout20-1113 City of Zephyrhilis PERMIT NUMBER �MB 0E 5335 Eighth Street Zephyrhills, FL 33542 BAR-001 %P-2020 Phone: (813)780-0020 Issue Dat L. 1 1125/20M Fax: (813)780-0021 Permit Type: Add/Alter (Residential) "ropori_y Street.,106A 24 26 210110 00000 1450 3175 Lytton Hall Drive 079 ,'1447 '-1 t 7ni r C t o"'t 1 0--r,- 76tra"ttor lnfqrmatlo�n "o Name: JOSEPH&DOROTHY SEUBERT Permit Type:Add/After(Residential) Contractor: HOMEOWNER Class of Work:Add/Alter Residential Address: 3175 Lytton Hall Dr Building Valuation:$4,000.00 ZEPHYRHILLS,FL 33540 Electrical Valuation:$0.00 Phone: (727)543-4621 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$4,000.00 Total Fees:$90.00 Amount Paid:$90.00 1 IDate Paid:11/25/2020 1:57:31PM r0m,"C"M67MCh, CONSTRUCT SCN ENCLOSURE 10 X 21 I'mamomm,c1mull-i" Building Plan Review Fee $30.00 Building Permit Fee $60.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 663.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE[) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received i '7�J Phone Contact for Permitting `` Owner's Name jc> / Owner Phone Number 727 73- 621 Owner's Address 131751y2lo- �2 &JIDr. i Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address J �[ �y� L JOB ADDRESS �31 7S !.� 77F}-o� // I II �F/i^ Z I p ,/S 7 L, LOT# / T SUBDIVISION 4d h RiverPARCEL # Z k 4-1 6 1 I 0 V©no0D—) q (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR e ADD/ALT DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER p oM TYPE OF CONSTRUCTION BLOCK FRAME = STEEL �J `� r DESCRIPTION OF WORKO 1 4 U t 14 fJA _ h_C�m .Surlp" BUILDING SIZE I l d1 X 2-V SQ FOOTAGE 1 HEIGHT O , =BUILDING 1$ 44 DUo, �q VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ f =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ff l =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY / �t►►E ObJ.h ev� SIGNATUREVQ110— REGISTERED Y/N FEE CURREN Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# � ttlfillr6111E [ 1ItI ;EIt;1 � � lE � lllEitlf � IF � � IEIfI[ It € Ifi€ IIIIl1 � 'El � � I11E1€ IE € € I€ ;€ '1t1 � i� 111f3 � I; i1E � '€.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 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 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"owner"prior to commencement. CONTRACTOR'SIOWNER'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, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, 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 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,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR RNEY BEFORE RECORUING YOUR f10 ^0-COMMENCEMENT, FLORIDA JURAT(F.S. 117. ) OWNER OR AGENT CONTRACTOR Subscribed and swo (orlaili i ed)bef re met is Subscribed and Ito a rmgd)bbffore,G.e thi by S J �Who is/are persona y known to me or has/have produced Who is/are person Ily known Ifne or has/have produced as identification. as identification. Notary Public Notary Public x LI LLJ 7.0 uj '}t , _ � s•s• w ram' ��•ro+�-�q - _ ., + — . ..�. . _ - - a ..�s� ��;f , ., "T�'gt4�`@. a :...1� � .,���` a/A/��' � t",fs•d�F..�e 'ar J.�J'd"�__Y.. �•��h�,A''� , Vol w b5' ' �" .. ,,ee"/' `?�'@•i.���•' ',:a+'F•y' Mel np� �,� L+l' �."r� �••�i.' �^ � �• •� i�°. „yy, •� a '�+w.y O ^ .,ay'wr' � "P, � � s"',,f � -w � a.:? ��a.,afw},'" •k' C..P�.�' .. .. •' *!f�..w' 'rt ajr''�,�f1".�3:?,�dg're` ?v:��.•'YA": "'�+�p,•Aeaa �ILI i`\� t irwo 'ONE • p:N 2. �. Lv 77 ENQ . CL too e� oe5 . wr No T Md� R M. T.. �. f I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes S.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 1BX14X0.013 OR THIS PLAN AND FOUND IT TO BE IN BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMPLIANCE WITH ASCE 7-10 AND FBC 6TH A.CONCRETE&FOUNDATION DESIGN: 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. EDITION RES10131N[I`LAi,.6?rXISTING I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 T C- 1 PSI MINIMUM. r� 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL �i5 THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR yi MINIMUM,3 1/2"NOMINAL THICKNESS. ` E E� INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EGRESS PER HUD 3280.105,(a)THROUGH a 2 iv,SO THAT THE DISTANCE TO EXIT DIRECTLY aka e' 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING ()( )( ) _= h , CIRCUMSTANCES BY DRIVING WITH A HAMMER. x mr APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND L THAT TWO EXITS DIRECTLY OUTSIDE ARE 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN =. IN LIEU OF WELDED WIRE MESH STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. ,. N• s , 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR se REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD =u TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT Q BE APPLIED IN CONDITIONS ACCEPTABLE TO REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME 3280.105 _ �,� a� MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT " ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. y a y� 3e 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR , O4 r SO II FOR WOOD DESTROYING ORGANISMS.PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 un.�_ �®• {' 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE - r 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES a r+3,.Y'-�y G •-$•, FOR USE WITH ACQ PRESSURE TREATED WOOD,OR SCREEN ROOM&NEW CONCRETE SLAB - �• y b 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL OTHERWISE NOTED ON PLANS. BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA: PROFESS1f�N'l41'EiGl'EER SEAL 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE G-185. 1. RISK CATEGORY: I ENGINEER OF RECORD FOLLOWING: 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 110 MPH David W. Smith P.E. AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:53608 3/4". AIR ENTRAINING+/-1%-ASTM C 260. 4. NOMINAL(Vasd)WIND LOADS: ENCLOSED WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: INTERNAL PRESSURE COEFFICIENT: +/-0.18 Thomas L. Hanson P.E. CLEAN POTABLE WATER. ASTM E 119 FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6 FLORIDA LICENSE NUMBER:38654 OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 COMPONENT&CLADDING PRESSURES: Myron Max Neal,P.E. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ROOF:ZONE 1:8.9/-21.8 WALLS:ZONE 4:21.8/-23.6 CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 ZONE 2: 8.9/-36.5 ZONE 5:21.8/-29.10 FLORIDA LICENSE NUMBER:86663 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C150 ZONE 3: 8.9/-55.0 RECOMMENDATIONS. ASTM C33 SOLID ROOF(MWFRS): 20 PSF Joel Falardeau P.E. 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C260 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C494 S. SOLID ROOF TYPE: FLORIDA LICENSE NUMBER:70667 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM A615 3"X48"X.024"1 LB.DENSITY EPS FOAM COMPOSITE PANEL ROOF, Erik Stuart P.E. SPALLING OR OTHER DETERIORATION. ASTM A185 FL 7561 OR EQ. FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) DEFLECTION: L/120 FLORIDA LICENSE NUMBER:77605 B.MASONRY: 6TH EDITION MAXIMUM ALLOWABLE SPAN: 13.44' 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL SITE SPECIFIC DESIGN SPAN: 11.00' HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON F.ABBREVIATIONS: 6. FOUNDATION: TYPE M ORS MORTAR. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED PROPOSED CONCRETE SLAB&FOOTING PER SECTION'A'OF GENERAL 2.ALL MORTAR SHALL BE OF TYPE M OR S. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT NOTES. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans & Engineering MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 1.TYP--TYPICAL 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 2. SIM--SIMILAR rrS_ervices, Inc. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 3.UON--UNLESS OTHERWISE NOTED ALL WORK SHALL COMPLY WITH PREVAILI Q272 Abbott Station Drive Unit 101 HEIGHT. 4. CONT--CONTINUOUSFLORIDABUILDING yy �q 5.VIF--VERIFY IN FIELD CODES FLORID BUILDING CODES Zephyrhills,0.33542 C.ALUMINUM: NATIONAL ELECTRIC CODE, Phone:(813)788-5314 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: Fax:1-(866)-824-7894 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED HE CITY OF ZEPHYRHILLS MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING ALUMINUM STRUCTURAL ME M Website:erb@fbcplans.com m MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CES email: 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. HOLLOW SECTIONS 0.024"SHALL APPLY. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 2:---------------------------------------2"x 2"x 0.044" DRAWN BY: W,P. SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 3 x 2:---------------------------------------3"X 2"X 0.050" DATE: 11/16/20 STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. 2x3:---------------------------------------2"x 3"x 0.050" 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE ALUMINUM STRUCTURES-ALUMINUM BUILDING LOAD AND RESISTANCE 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE . 2 X 3:---------------------------------------2"x 3"x 0.070" REVISION: DATE: FACTOR DESIGN"OF THE DESIGN MANUAL 2010 CONTRACTOR. 2 x 4:---------------------------------------2"x 4"x 0.050" PREPARED BY THE ALUMINUM ASSOCIATION, 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 2 x 5:---------------------------------------2"x 5"x 0.050" REVIEW DA RO 1 5TH.EDITION N(CH D.C.THE 2014 FLORIDATUALBUILDING CODE, ON INFORMATION PROVIDED BY THE CONTRACTOR AND CITY OF ZE �/ I O2 5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER MANUFACTURER. OPEN BACK SECTIONS G 1 20 ALUMINUM). 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY ARO 3 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 1 x 2:----------------------------------------1"x 2"x 0.040" PLAN EXAMINER PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD SEPARATION. ENGINEERING PRACTICES. lx 3:----------------------------------------1"x 3"x 0.045" RO 4 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: SNAP SECTIONS #2O_1111_159 USING#12 SPACING MAY BE 24"ON CENTER. 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 2 Snap:----------------------------------2"x 2"x 0.045" PROJECT ADDRESS: 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 3 Snap: 2"x 3"x 0.050" SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING WITHOUT A MANUFACTURER'S HOST BEAM. "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM 2 x 4 Snap;---------------------------------2"x 4"x 0.045" JOE SEUBERT SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 3175 LYTTON HALL DR. VISIBLE WHEN PANEL IS INSTALLED. ON THE MANUFACTURED HOME. SELF MATING SMB ZEPHYRHILLS, FL 33541 D.FASTENERS: 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" 300 18-8,WITH STANDARD FLAT WASHER UNLESS BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODECONTRACTOR: MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE R 4501.17 IN ITS ENTIRETY. 2 x 6 SMB:---------------------- 2' x 6"x 0.050"x 0.120' WITH ACQ PRESSURE TREATED WOOD. 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" OWNER 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD CONTRACTOR. 2 x 8 SMB:---------------------- 2"x 8"X 0.072"x 0.224" FLAT WASHERS AND NUTS. 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 2 x 9 SMB:---------------------- 2"x 9"X 0.072"x 0.224" 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSURE BONDING AGENT IS USED FIRST. 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESID,EN7;14L4&-ECISTIN EXISTING °�� •sE� f EXISTING HOME CONCRETE BLOCK ���,o4e��ti' 1; +S�•6• , �8 WALLS " • • e • � 2X3 x o I I I ALUMINUM I PROFESSI0 AL ENGINEER SEAL I SCREEN ROOM N EXISTING HOME/ OI PROPOSED 4" I ENGINEER OF RECORD CONCRETE SLAB David W. Smith P.E. 2X3 I & FOOTING FLORIDA LICENSE NUMBER:53608 16" KP 1 3 I I Thomas L. Hanson P.E. I 8nWX8"D FLORIDA LICENSE NUMBER:38654 5'-6" ��MONOLITHIC I 11'-0" I FOOTING ..I Myron Max Neal, P.E. FLORIDA LICENSE NUMBER:86663 RIGHT ELEVATION L----------2X3- EII------------- ---J JoelFalardeauP.E. SCALE 1/4"=1'-0" 5'-0" 5'-0" FLORIDA LICENSE NUMBER:70667 21'_0" Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 2X3 ALUM. UPRIGHTS FLOOR PLAN 1/4 =1 -0' FBC Plans &Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,11.33542 Phone:(813)788-5314 EXISTING ROOF 3"X48"X.024" 1 LB. DENSITY Fax:1-(866)-824-7894 EPS FOAM COMPOSITE PANEL Website:www.fbcplans.com ROOF, FL 7561 OR EQ. C.O.A.-#29054 -- ----------- ---------------------- DRAWN BY: W.P, DATE: 11/16/20 2X3 REVISION: DATE: RO 1 2X3 EDGE BEAM R0 2 O R03 fl o X R04r� 2XX r of UPRHTS ao #20_1111_159 `" PROJECT ADDRESS: X3 JOE SEUBERT 2X3 3175 LYTTON HALL DR. 1 xi 16" KP ZEPHYRHILLS, FL 33541 16 KP 1X3 CONTRACTOR: 11 -0" 5'-0" 5'-0" I 21'_0" OWNER LEFT ELEVATION SCALE 1/4"=l'-O" FRONT ELEVATION SCALE 1/4"=1'-0" PLAN/ELEVATIONS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN EXISTING HOST STRUCTURE 3"X 48"COMPOSITE #12X4"SMS W/1}"O NEOPRENE COMPLIANCE WITH ASCE 7-10&FBC 6TH w OF PANEL 3"X 48"COMPOSITE EDITION RESIDENP Ak 4' XE5'IRCns$EXTRUDED HEADER UNDER THE DRIP EDGE OR #1 WASHERS @ 8"O.C.PER PANEL ROOF PANEL BREAKFORM HEADER CHANNEL WITH ALUMINUM 1-1/4"N ₹(� �q ,y FLASHING WASHER @ °g C PER FLASHING ATTACHED WITH _- -_- -__ -- _--_-_ _ - c° I' ' •e A #8X1/2"SMS @B"O.C' - - - - - _----- • - EDGE BEAM IS THE SAME SIZE AS UPRIGHT ' �nr 2X3 ALUM.EDGE BEAM PER PLAN 2"X2"X.125"X BEAM 2X3 EDGE BEAM DEPTH ANGLE W/(3) •-• ''•• ,Y , 1a #12 SMS @ 8"O.C. #12X 3/4'EA.LEG BOTH SIDES .�_{ `s •-�+` t FOR COMPOSITE PANEL (4)#1OX3"INTO f.- �1M1�`. ,:'' FASTEN HEADER CHANNEL TO FASCIA ERE SCREW BOSS LAG SCREWS @ 24"O.C.,2 ROWS STAGGERED..STRIP I '�Z c S p) • SEALANT BETWN.FASCIA&HEADER CHANNEL PROFESSIONAL E tIN ER SEAL II 2X ALUM.PATIO UPRIGHT FASTEN 1X2 ALUM.TO EXIST.MASONRY WALL II II 2X3 PATIO UPRIGHT ENGINEER OF RECORD W/}"OX2-1/2"MASONRY ANCHORS @ 12"O.C. II II David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 ROOF PANEL TO FASCIA CONNECTION DETAILS OPTIONAL INTERNAL SCREW CONNECTION: PANEL ROOF,POST,AND EDGE 1 END BEAM ROOF PANEL TO EDGE BEAM CONNECTION DETAIL CONNECTION DETAIL Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Myron Max Neal, P.E. UPRIGHT OPTION#2 FLORIDA LICENSE NUMBER:86663 SECONDARY ANGLE MIN 0.060"ALUMINUM INTERNAL 0.125"THICK(NOT OR EXTERNAL RECEIVING (SEE NOTES)#12 X 3/4"SMS REQUIRED FOR 2X3 INTOCFIANNOL O/(4)#10 X 3/4" Joel Falardeau P,E. FASTENING SECONDARY OPTION#1 INTO IN TO BEAM OR FLORIDA LICENSE NUMBER:70667 MEMBER) UPRIGHT.(2)#10X 3/4"EA. ANGLE TO COLUMN( (a)#10 x 1)5'SNS LEG INTO GIRT OR PURLIN- EDGE BEAM PER PLAN EACH SIDE) 2 INTO SCREW BOSSES Erik Stuart P.E. PRIMARY N X 2' __ FLORIDA LICENSE NUMBER:77605 1/4 0 X 0.125"ANGLE ------___ Concrete Screw' (B)-1/4"0 CONCRETE SCREW I (2)#12 X 3/4"SMS FASTENING 2"X GIRT Column Anchor __ a a Size ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE ---- --- — ------ g Mi .Spa ANGLE(TYP EACH SIDI p 0 (TYP EACH SIDE) I w a 2x3 TABLE) 2x4 1 0 1"X 2"BASE MEMBER OPTION#3 DOOR (TYP EACH SIDE) 1"X1"X0.062" O O ANCHOR SPA ANGLE CLIPS w/(2) 22 GA.KICKPLATE(.024"MIN. ° ° FBC Plans &Engineering (MIN)(TYP)(SEE TABLE) (1)-3/8"0 CONCRETE SCREW #12X3/4"SMS EA LEG ALUMINUM COIL)ATTACHED ANCHOR INTO PRIMARY I a TO ALUM.MEMBER W/#1OX" Services, Inc. ANGLE AND @ 1/4"0 CONCRETE I " ' SMS @ 12"O.C. 6272 Abbott Station Drive Unit 101 3"(MIN) SCREW ANCHOR @ 2X ALUMINUM Zephyrhills,fl.33542 24"O.C.BETWEEN COLUMNS NOTES: (TYP EACH SIDE) Phone:(813)788-5314 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR ALUM.POST,SEE POST TO SLAB CONN.DETAIL 1X2 MIN. OPEN BACK KICKPLATE Fax:email:erbi@fbcplans.com erbClfbcplans.com INTO THE 1X2. IX ALUM OPEN BACK Website:www.fbcplans.com 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT ! .;.• C.O.A.-#29054 LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED n , EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. '4' `• •�' DOORS&WINDOWS ATTACHED PER MFG.SPECIFICATIONS DRAWN BY: WP 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. FASTEN 1X OPEN BACK TO CONCRETE NOTES: 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. WITH 1/40 CONCRETE SCREW ANCHORS @ 24"O.C. 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. DATE: 11/16/20 BETWEEN COLUMNS W/2-3/4"EMBEDMENT MIN. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. 2X POST OR SMB CONCRETE BASE CONNECTION AND 3"EDGE DISTANCE MIN. 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A REVISION: DATE: 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM RO 1 ALUMINUM GIRT/KICKPLATE FRAMING CONNECTIONS END OF THE UPRIGHT. RO 2 RO 3 (2)-3/8"0 MACHINE ALUM.SQUARE COLUMN - BOLTS WITH WASHERS RO 4 OR(4)#14X 3/4"SMS FASTEN 1X O.B.TO ALUM. EA.SIDE 11 GA.INTERNAL ALUM.BASE,PREDRILL VERT. 1/4"0 x 2-1/2"EMBEDMENT CONCRETE SCREW UPRIGHT W/#10X1z"SMS WITHIN #20_1111_159 FLANGES / 6"FROM TOP&BOTTOM&@ 24"O.C. 3"FROM ENDS&@12"O.C. PROJECT ADDRESS: FASTEN POST TO CONCRETE WITH(4)3/8"CORROSION RESISTANT CONCRETE ANCHORS WITH 1X2"MIN.OPEN BACK JOE SEUBERT MIN.24"EMBEDMENT &1*"MIN.EDGE DISTANCE / 1"X2"OPEN BACK OR, 3175 LYTTON HALL DR. 2"ALUM.PATIO EXTRUSION ZEPHYRHILLS, FL 33541 ,a. * / ALUM.POST PER PLAN CONTRACTOR: Co P, / -1"X2"MIN.OPEN BACK OWNER . ,'�•" .,'i + 'e • 4"CONCRETE SLAB&FOOTER PER SECTION'A' / •. q '••' •.•• OF GENERAL NOTES OPTIONAL INTERNAL CONNECTION: 8" c i::;;: :: ALUM. TO HOST STRUCTURE DETAIL (2 #10 x 1-1/2"SMS MIN �T> RD SCREW BOSS OF ALUMINUM DETAILS SCALE:NTS 1'X OPEN BACK SCREENROOM POST TO CONCRETE CONNECTION OPEN BACK TO ALUMINUM POST DETAIL