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HomeMy WebLinkAbout19-20808 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20808 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20808 Address: 6907 DAIRY RD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0010-01000-0000 Improv. Cost: 2,150.00 OWNER INFORMATION Date Issued: 3/21/2019 Name: CITY OF ZEPHYRHILLS Total Fees: Address: 6907 DAIRY RD Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: Work Desc: CONSTRUCT SCRN RM 10 X 18 X 9 X 9 ON EXISTING SLAB-FEE WAIVED CONTRACTORS APPLICATION FEES ARM ALUMINUM INC BUILDING FEE 0.00 1 �P Ins ections Required FOOTER 2ND R U H PLUMB MIS MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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. 1 O TRA TO GN PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 4is City of Zephyrhills BUILDING PLAN REVIEW COMMENTS r Contractor/Homeowner: Date Received: Site: Permit Type: da; A1x-6 x Approved w/no comments:❑ Approved w/the below comments: `�- Denied w/the below comments: ❑ S- A)A�� of IL This comment sheet shall be kept with the permit and/or lans. ivinSw — s Examiner Date ontractor and/or Homeowner t � (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 2 Date Received Phone Contact for Permitting ( .40 � Owner's Name -P 1 L-el 11 Owner Phone.-Number 91D Owner's Address 6 9 c / " hQ Owner Phone Number Owner Phone Number . JOB ADDRESS C7� YC I Y` 1 �. LOT# SUBDIVISION PARCEL ID# b R (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN', _ = DEMOLISH R INSTALL e REPAIR PROPOSED USE = SFR Q COMM = OTHER j: TYPE.OF CONSTRUCTION = BLOCK Q FRAME = STEEL = I• � DESCRIPTION.OF WORK ��-� �� BUILDING SIZE ! r x SQ FOOTAGE HEIGHT. I / BUILDING $ VALUATION OF TOTAL CONSTRUCTION . =ELECTRICAL $ AMP SERVICE = DUKE ENERGY Q W.R.E.C. C =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY TYI SIGNATUR EGISTERED N FEE CURREN / /I Address 9 License# -5�- -b ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/,N FEE CURREN Y/N Address License# b ' PLUMBER COMPANY SIGNATURE REGISTERED Y/ N_J FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N' FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN = Y./N Address License# RESIDENTIAL Attach'(2).Plot:P.lans;(2)sets of Building-Plans;;(1)set of:EnergyForms;•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 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 81 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. 14 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) Driveways-Not over Counter If on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may 66 more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES': If the -owner,I has hired!:-b-contractor o.r contractors to undertake work, they may be.-required'to be licensed in accordance with state and local regulationg. If the contractor is not fiddrised as required by law, both the owner and contrkl6e-*•m6y be cited for a misdemeanor violation understate 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 Buiidi n-g-Ins"pid6h 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. . i 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, thait'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 thel;project does riot involve a certificate-of occupancy or final,power releas_e,.,lh,e. .fees must be paid prior to permit issuance Further6iore, if Pasco County Water/Sewer Impact fees,.are due, theymust,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 tharillid'6wri6e, I certify-that.-I have obtained a copy of the above described document and pro'mise'in good faith to deliver it to the"owner"prior to commencement. r CONTRACTOR!S/OWNER'S,AEF,!DAVIT:,.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, Countyj 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 Bayh6ads, Wetland Areas and Environmentally Sensi6e Lands,WaterMastewater..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. understand that the following.rpstrictions apply td 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,permiffing.which is prepared by a professional engineer -licensed by the State of"Florida. If the fill materiaLis-to be used.in Flood Zone-W.in connection with a permitted building using stem wall constructidni.I cert!fy'thatAl I will be used only to fill,the area with-in 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 buildihg*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. 'OWNER, I promise in good faith to:inform the.owner of the permitting.conditions set forth in If I am the AGENT FOR THE this affidavit prior to commencing construction. I understand that a separate permit may'be required for-electrical work, plumbing, signs, wells, pools, air..co'nditioning, 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 fora period of six(6)months after the time the work1s 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 KYOUR PAYING TWICE FOR71IMPROVEMENTS70 YOUR PROPERTY. IF YOU INTEND TO,OBTAIN FINANCING,*CONSULT WITH YOUR LENDER-OR AN ATTORNEY-BEFORE RECORDING XQUR NOTICE OF-CoMilliEN MENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and swoln to(or.affiffned)before mejhis by by 03e V— v\R Who li/ai-repers6nally known to me or has/have produced Who istare personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary-typed,printed or stamped ' . j. ILO ocIS"ume | uwIn � User Registration � motTonic. | s"mmits"rcharge � statsmpacts � Publications i cuntactu, | ocISSiteM.w ! L ApprovalFlodda uct Public User d b r up sro,� — --- duct A Loval Menu" ^4e�ou�u��`^nno=u""o�°x FL # R21443'R1 ~~~~~~^ Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer suoctaU Building Systems, Inc. Address/Phone/small 33u Burbank Rd. Oldsmar, FLs4d77 (813) 85s'2627 infu@otmctaU.com Authorized Signature Kenny Matuza infu@structaU.com Technical Representative 909 Ken Clay Address/Phone/Email ssn Burbank Road Oldsmar, rLo4a77'*soo (800) 969'3706 �o kday@structa||.com Quality Assurance Representative Ken Clay Address/Phone/small 3so Burbank Road ^- Oldsmar, FLs4a77 ' (800) 969'3706 kday@stru'ta||.com Category Roofing i ~^ Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from o Florida Registered Architect or Lice Professional Engineer O Evaluation neport' Handcupy Received Florida Engineer or Architect Name who developed the Do Kim Evaluation Report Florida License ps'49497 Quality Assurance Entity TImxocOLLPdbanaoc0A Twining Company Quality Assurance Contract Expiration Date 12/31/202I Validated By James L. Buckner, P.E. @ caucnsng|ncehnn 6� Validation Checklist- Mordcopy Received Certificate ofIndependence FL21443 RI COI certificate of indep�ndence.pdf Referenced Standard and Year(of Standard) s - SCREENED ENCLOSURE ENGINEERING DESIGN These Standard and Plans meet the 6th Edition(2017)Florida Building Code f AND SPECIFICATIONS FOR PERMIT APPROVAL *APPICABLE WIND SPEED ZONE: 140 mph JBM&R ENGINEERING, INC. RISK CATEGORY 1 CAN #7457 Aluminum frame of enclosure within 5'of a swimming pool waterline must be bonded per the protocol and PO Box 1566 vairico,FI 33595-1566 specifications of the Electrical section of the Florida 813.741.2109(office)813.655.0061(fax) Building Code Ralph E. Remmert, P.E. 39610 120 120 10s for 130 105 1 e - Zia 12e ARM ALUMINUM 15f1 t' 2!!- Ar. .. ,w.. "n rlat 1 150 140 130 z tttuuun fill,, r* _ 1 130 V•v 39 O ••*�= 1. Yale.arc utimllc 7rs1D1 3-second gust Q Nlid sxom to■ties par mar (Us) at S3 - JBM&R Engineering, Inc = N w= It J't~'l aCa°a arWnd t'r t"pcw r t cnt- - 1 W ~rr' 240 POBox 1566 O` Z. Lawn trtcrloladlas betAten teetaws Valrico, FI 33595-1566 's *• S Q:�. = 3. ]shads and coastal areas outstdr the _ ;`v 160 Q• lnt ccntmr snal; us• the lav- wind spgvd 813-741-2109 -,'� o��• •�/��.� «twr ar t1N 1a.a.1 -- ��, • Y % A. Maustain t-in, 2orar, 15 - -- ` I o_+ prwl t)e examined and spefor unl Ldeue. replwe L. ,mil � stall to esealned for unasv:vtad ands- J Iillllltlttttl slant. 5. Win1 speeds correspand to aporntk-r.ly s• a M probMillty of eaceedaice to %ymrs 160 tw (annual txtee-atnca 1•rcWbllity -0.30333, — 1411 c 3de raan). ` pM 170 170 O 0 M3U►NVId PREPARED FOR: ARM ALUMINUM EXISTING RESIDENCE """"""'` �� EA�� ''! mesa of the 2017 Fl id.e a g code E6L'on •• ,/ _ RALPH E.REIIMERT,P.E.39610 2X3 TOP PLATE (TYP) _ N I - JBM&R ENGINEERING.INC. P.O.BOX 1566 -VALRICO,FLORIDA 33595-1566 OF 9)598-4643 FAX(813)655-0061 - 3" ELITE ROOF A 3" ELITE ROOF = S"T E Q:•�•� IIL� I � 9' X9' 10' X18' oL. x ."i:. x I- x N '•A,, ''OLNL p, J`OP PLATE (TYP) I 2X2 N N SEE CONCRETE ,: PLAN © x I X i x DETAIL N 5'-0" 5'-0" d I lo'—o" 2X2 2X3 TOP PLATE (TYP) SEE ELEVATION O CONCRETE DETAIL 5'-0" 5'-0" 101-011 PE N N N o E B 2X3 2X2 2X2 2X2 2X2 ELEVATION O SEE 2X2 )X2 CONCRETEDETAIL N N 9'-0" 6'-0 6'-0 6'-0" x x N N 27'-0" LOT 20-24 BLOCK 153 ELEVATION © ZEPHYRHILLS FIRE RESCUE 38410 6TH AVE. ZEPHYRHILLS, FL 33542 11-26-21-0010-153001-0200 TYPICAL DOOR CONSTRUCTION OWNER TO DETERMINE LOCATION OF DOOR(S) I PLAN 6 ELEVATIoNs E SM FOR PDM:CMTaCMN PROPOSED SCREEN ROOM ADDITION ENGINEERING, INC. ROIIdI¢[pan6T Na. WC RE.9111 R O5 w P.O.Ear 15M Vdtq FL3= AWft Fhow M 7)5AHM.1 FAk(913)ffilm1 REIphERemmEfCP.E PLAN VIEW i"` 0 eN -- PREPARED FUR: ..�.• - -I ARM ALUMINUM Thane Puns and Stondords meat the 6th Editbn 1'X 2"D8�_(SIDEzWAL'L) 4 q z of the 2D17 Flatdo euudmg Code #10�s-m S.-X 1-v LONG®24' O.C. - `� a 2x5 POST COLUMN j w I 2//10 S.M.S. FROM INSIDE FACE OF M N (HOLLOW OR SNAP) / m i I i'X 2"DB INTO SCREW SPLINE OF o I 1'X 2"D8(1"EMBEDMENT MIN.) 1-1/2'LONG#10 Y 2"X 2°1/8"ANGLE W/ / SEE PLAN VIEW BELOW 1• S.M.S. ® 24" O.C. TYP. #14 S.M.S. AND 1/4"0 X 2 1/4' RAIPH E.REMMERT,P.E.39610 o I I I LONG CONCRETE ANCHOR 2"x2".125"ANGLE EACH CAN 1117457 = ANCHORS Tp'FOUNDATION L11TH4' ASTENED 1aM1dAR ENGINEERING, C. .N ( ( f SEE PLAN;rIEW THIS SHEET 1"X 2'(DB)Wj 1-1 J2" SMS P.0.80X 1566 x '''" LONG#10 S.M.S..®24- O.C. (TYP.) � (813)598-kLRICO46430RIDA�3313,_5660061 N (ROOF BEARING WALL) © O 4. 2"X 2`HOLLOW 2"x2".125" ANGLE EACH ,aaatatatptttG fit ttttt q 1 (SCREEN SURFACE) 1"x2"x.044° BASE CHANNEL 0. WITH(3) 10z3/4 SIDE OF COLUMN FSMSNED aaaa i�t--FOUNDATIONEXTERIOR CORNER DETAIL2ya �,` ���``�-� •".///�����: " EXTERIOR CORNER DETAIL MIN (PARTIAL ELEVATION) N.T.S. (PLAN VIEW) N.LS - iv •; l 2 X 3 X 0.045 PATIO TOP RAZE^ •*0 sT� of: ' cv 4 — #10 TEK X „ (Per Clip) "O� " ''L... ..`O`�• r 3/8"x4" "WEDGE ANCHOR"OR EXPANS��P11� d�NA- OR THRFOOTE E WITH U ANGLE AND BASE CHANN PAVERS.INTO CONCRfA 6ftABtttaaa / ® SIDE VIEW OF 2x5 CONNECTION DETAIL NTS 4 — #10 TEK X " (2 per side) MS( )j�10z3/4 S OR(4) #8X9/16 SMS EACH THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB 3/8'x4""WEDGE ANCHOR'OR EXPANSION BOLT 3 jJ T FASTEN SMS 5 ANGLE TO COLUMN ! OR FOOTERS WITH BRICK PAVERS. --_2 X 3 X 0.045 PATIO U�1Gi�T _------ 2"X3"TOP RAIL TO UPRIGHT CONNECTION DETAIL N.T.S. 1,, 3/8"W"WEDGE ANCHOR'OR EXPANSION BOLTl '(3)#100/4 SMS OR(4)#8X9/16 SMS EACH THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB O f 'M FASTEN 2X2X.125 ANGLE TO COLUMN OR FOOTER WITH BRICK PAVERS. 1 2x POST C MN - 1' (HOLLCW.,OR SNAP)rs 1 MAX. O TYP. Vx2'.125"ANGLE EACH {TYP} / a ( ) O O SIDE OF COLUMN FASTENED WITH(3)Ig10x3/4 SMS 2y" 1"x2'x.04C BASE CHANNEL 3-1/2" MIN. " MIN 3-1/2"MIN. 2x5x.090 EDGE OF SLAB 1J4'x3''QUIKSET", TAPCON EDGE DF SLAB {HOLLOW OR SNAP} OR EXPANSION "T-BOLT O 24"o.c.' 2x3x.045 1/4"0'"DUIKSET`, TAPCON A, (HOLLOW OR SNAP) OR EXPANSION "T-BOLT®24"o.c.' 3j6'x4-'WEDGE ANCHOR"OR EXPANSION BOLT. AN VIEW OF 2x5 CONNECTION DETAILLL THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB P }'\OR FOOTERS WITH BRICK PAVERS. PLAN VIEW OF 2x3 CONNECTION DETAIL OLTa SIDE V.IEWQF,2x3- MISC DETAILSCONNECTION DETAIL �~ `=-'�"'�---""`' � 'JIBE o N.TS o ssm RR PfAeT a mminxmx PROPOSED SCREEN ROOM ADDITION-CONNECTION DETAILS ENGINEERING,INC. 'A 0M frY fe I a /➢p no,Do.fade VWtn R3=385 FA7 w3)ftmw1 re"�sns�mo�o� wa e>re t•i eow om.c aye,v RaMERommett P4- . io,a® MIBC v®..w®i e.. Hr� r roee Q �g �0. � ,. �4't9118 �I _ �5 .. .1_` �. � _ . .1 .i:.i 0 31.:111J0N00 PREPARED FOR: q►nu.hl7 ' ARM ALUMINUM , .�� �v_ .� ""Pof t end 17 Floridaomeal the fide Edition of the 2017 Flla Bu�d'mg Code • EUH E.REMMERT,P.E.39610 TYP. SMB = =BMAR ENGINEERING,INC. SIZE VARIES : w_ FLORIDA33 � T TE OF 1Q598-,F3 FAX (8,13) 15- ��}598-4643 FAX(813)655-0061 =,o,�, . F�0 R\��' ° COMPOSITE ROOF PANEL 5) GUTTER ATTACHED TC�-,,�FSS� ( BEAM 2/ #8 X 9/16" TEK�''�F,F„�,! P, ;, YP.) #10X4" SMSW/ NEO #12X3/4" SMS EACH SIDE o WASHER PER 4 FT PANEL @ 8 O.C. STAGGERED SCREENING (SEE ATTACHMENT SCHEDU�L�E)i,: #10 X 2" SMS V 'fir,:. PAN ROOF: (5) #8 X 9/16 "i TEK PER 1 FT OF PANEL ;' ` 1"X 2"OB 1.5 2.125 X. �62 RECEIVING CHANNEL 0 0 1/4" CONCERET ANCHOR EXISTING CONCRETE TIE BEAM OR WOOD FRAMED WALL (BY OTHERS) o 2 X 0.050" STRAP @ EACH BEAM LOCATION ATTACHMENT SCHDULE BEAM MASONRY WALL WOOD FRAME WALL EXTRUDED SUPER GUTTER 1.5" X 2.125" X l BEAM SIZE #12 SMS CONCRETE ANCHORS 1/4" LAG SCREWS 0.082" RECEIVING EACH SIDE fdCH`,SIDE EACH SIDE CARRIER BEAM CHANNEL 2"X4" PB 3 =i 2� :.I dl,,'� 2 2"x4° SMB 3 ? ` 2 #12 SMS @ 24" 2"X5" SMB 3 z 2 O.C., TOP AND 2"x6" SMB 4 d 3 3 NOTE: SMS TO BE PLACED A MINIMUM OF 0.5" BOTTOM WITHIN 3" 2"X7" SMB 5 3 3 FROM EDGE AND A MINIMUM OF 0.75" O.C. OF END OF BEAM. 2"X8" SMB 6 4 4 UNLESS OTHERWISE SHOWN. 2"x9"x.072" SMB 6 4 4 BEAM TO GUTTER/ SCREEN ROOM 2"X9"X.082" SMB 6 4 4 � N.T.S. 2"X10" SMB N.T.S. 7 4 4 BEAM CONNECTIONS BEAM TO WALL 4mm a 12 n f�d1,RPd�:�ds1 4r*� PROPOSED SCREEN ROOM ADDITION-BFIIMCONNECTION DETAILS ENGINEERING, INC. Id1lDflllt OFA1L5 m DM Ant51eN of -I- P.O.Bos/5� Vrkq FL .%5 KJ FU(313)&4GOLf eo�� i-i mnn conc•crc �' tl BEAMS i-0 Re1phERemmeQP.E v 0 3 HC)NOO PREPARED FOR; 4" THICK CONCRETE SLAB --(NOMINAL) -AS FOLLOWS ARM ALUMINUM Theo Plane and Standards meet the 6th Editlon of the 2017 Florida Binding Code • 2500 PSI COMPRESSIVE STRENG.T_H—AT- 28—DAYS. • REINFORCEME-NT:--6"X6"#_.1.0/10 W.W.M. OR "FIBERMESH" RAEPH E CREtAAN#74557.E 39610 `•-•mow - JBM&R ENGINEERING,INC. P.O.BOX 1566 V}A. )A�RI—D.FL 95-1566 598• P 0 R BARRIER. (813V 643 A (813)655-0061 TERMITE PRETREAT IS REQUIRED ONLY IF RESIDENCE HAS BEEN , BUILT FOR �'' REM3j '" ell 3 YEARS OR MORE, AND THE PROPOSSED CONCRETE SLAB WILL BE IN ;,��'���Q.•�GENs '' . A'' CONTACT WITH THE RESIDENCE. N 9 0 • IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION AND FOREIGN :• I SS sr l MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORT :;� •. OF THE FOUNDATION. CRACKS OR HAIRLINE STRESS CRACKS MAY STILL FORM MONOLITHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES FOOTING SIZE REBAR (height x width) _ I .I" a I; !I;; !, 8"x8" (U.O.N.) 1 — #5 (U.0.N) MONOLITHIC FOOTING REQUIREMENTS FOR CARPORTS AND SOLID ROOFS FOOTING SIZE REBAR MAX. TRIBUTARY LOAD WIDTH 1, ! (width x height) (distance between supports) "•, il ' 8"x8" 1 — #5 UP TO 7'-9" y 12"x8" 1 — #5 FROM 7'-9" TO 12'-3" 12"x8" (U.O.N.) 2—#5 (U.O.N.) GREATER THAN 12'-3" SPAN t CONCRETE nn nnnn nn NJQWII ° W 0 mmralaoam:msmBcloR RR eR PROPOSED SCREEN ROOM ADDMON•CONCRETE DETARS ENGINEERING, INC. _ RObMl eBAe6 - aaF IS.�IDall Br R IFP PA Box ime VtlW FL3= Ulbb Rxo M3)&V4W FA*M3)5548f mw '� -r cohcrc.f m oan: w o CONCRE -0 Refph E RemmitP.E Hrs P 9 N