Loading...
HomeMy WebLinkAbout20-95 I � w` D Q F�oRiun City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-000096-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 05/21/2020 • Permit Type: Add/Alter (Residential) Property Number Street Address 12 26 21 0040 00500 0110 5338 23Rd St Owner Information Permit Information Contractor Information Name: RACHEL BLAASCH Permit Type:Add/Alter(Residential) Contractor: PATRIOT SCREENS INC Class of Work:Add/Alter Residential Address: 5338 23Rd St Building Valuation:$2,495.00 ZEPHYRHILLS,FLORIDA 33542 Electrical Valuation:$0.00 Phone: (607)972-8091 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$2,495.00 Total Fees: 7 Amount Paid:$78.7278.72 Date Paid:5/21/2020 3:44:05PM v Project Description CONSTRUCT SCRN RM W/ALUMINUM ROOF Application Fees Building Permit Fee $52.48 Building Plan Review Fee $26.24 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for 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 6' bate Received Phone Contact for Permitting !!!!!!a! ,I� !!!!! Owners Name P� 6U SG Owner Phone Number �Q .9t —OPW/ Owners Address Owner Phan e Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS J J J 3 GAs oec 33 a' LOT# SUBDIVISION /L r h S PARCEL ID#Pol a!o 41-WO-110SDO 0/1 D ( (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED I INSTALLNEW STR a ADDIALT REPAIR SIGN Q Q DEMOLISH 5PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME ��� �STE/EL Q DESCRIPTION OF WORK S1�41� sIJLfEA�eOM I I yJvSV/igiCd OrJ CX%S�rb,, S BUILDING SIZE I SQ FOOTAGE / HEIGHT �r ILDING $�y r VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ '] AMP SERVICE PROGRESS ENERGY = W.R.E.C. =PLUMBING $ J =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 5 =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER ] COMPANY OTZ;a I Scn.2&,15 yn� SIGNATURE REGISTERED I Y/N FEE CURREN I Y/N Address 4g P, License# SCC 1311 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 License# OTHER COMPANY SIGNATURE I REGISTERED Y/N FEE CURREN Y!N Address I License# !1.l.!!!!!!!!.!,!!.!!-■!!!!.!.!!!8!!!!!.!!!!.!!l tF!!ltti 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,Storrmwater 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&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.(MC 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 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this pernii may be subject fo"deed'restrictions'which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed In accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,If the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy'or final power release.If the project does not involve a certificate ofoccupancy 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—Homeowners 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'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 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"V"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 Iarrrthe 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 AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this Subscribed ands s oom t�(or ed) eforerthis by bv�Y;p> ti tLrSl Who is/are personally known to me or hasthave produced Who istare pe ovally knWrh to me or has/have produced as identification. as identification. Notary Public b/ COO(U) Notary Public Commission No. Comm i Rio o. Name of Notary typed,printed or stamped Name of Notary type JACQUECommissiion#EDGES GG 276457 Expires December 12,2022aots ;rFcdF�o� gor�edThru7cayFainlnsurance8* n�aavct�t-:�ownnnWrnwwsuw�,.,rw . 23RD STREET 3 N . ,3 . ♦ -WEST...-;+..x r.".'/*�"rw��;�T'�•frw"'T• ., v>Fp=.+• .i•r r:{i rr` S'''r.$'.t'.� }'.y two w +. � + '. �N. .,� :J•• re•n••`:' S q3•��' .l,.�r .N••tp if••,•^W{,.� . ' ;•1..'�,.,: 4 d � � .•�' .• t'•9 r �yV-,F' •,S S+. . •••1';�' •<' '!i r. F `.7',+�, i� S{. N ,O � rr:�•� ,�'t't ''�• "3i,y� ''.{':�: y' e r '',^:..r•{'. •l.,. +�.•p. 7� .SN' .".•S•L.. t •,.w.:d...a-ate'•x.,kat�:.;.tr„d.,...ts- .tls_:' a.s•� - 3.�:«. �„r..�.�.::.t.r `.n.�`r.4�,... .��.. FOUND 412" �� {:.;c•++ OUND 112" "' NO IRON ROD t+.'''•�''.;• RON ROD COh(CRETS a n I SEPTIC iO.T AB.i' f1I2 W O 6 I� 6UIL�1N0 14 m _A!cs339 I9 LOT 14 n � � _ LOT 10 BLOCK 10,9: 8Y -.1it0' BLt C1C 5 9 t p ` �r •---�Jr I t LOT 11 BLOCKS HED "7 FOUND IT � ��! I OUND 1/2,Ica IRON ROD t r I RON PIPE _...__ LB#3555 _ {��n_a�_ ;v all{..{,w_(�. ..- -I o I.D. qV i' ti17Q 1�t�f,SiYY t rOUt 0 LOT I I 1.C,)T 13 LOT q SCALE �waumnwnaMa��aesruuuwuwuwnnMnumuu.aumn ' wa+ealntft�.ecmmna"m ' a ftol, -� � 23RD STREET M+ �•• !ll71SS!! w 38 y C 7 ��..ry.�.a•� �rr�p.�.��.�.y+��w»....w,r...r.x Y. b•':r"�!�!! r+r�+ + •:i•r•, ' .1•r jM�•+��•t t .tf t!Y►1'�IS��G��� �Y .S.f• •.!i• .l'Str J^.tt 7.'•S•'.y•����'4•.•�i �o� hq � :'1'r S, ' J 1 'Y ;�} 1'.S:°�'.tr. '• , •...�x � .;! r., y1 t• S,�: + {'. .� L e� +•q .•S' i•••!�5�r'�49•.fNir�•y'•••.lye"r1' tr:' '•• �.1}•••� •}..I.�•{}ry'. 'ef r,•"'�.} SY, rt•;•,�;. ° r•1'r 't�+.L.�.I.tS..'r' '+ C:..:�a�r'..`w�:.J+�.:::.�s�.•y.+.7...«.+t.i 'w.1r.gLr.4..i�.„�i.�. N0001'1'4TW\70.00' co FOUND 112" 1' ' ' : ": OUND 112 +v r r.t•.s.�.�...t► " RI IRON ROD t{''' °.:':••. j RON ROD _ .•.: z, NO OI•Dr ��� a � �� • � • copca�ra p I SEPTIC lr._.. J. co ?R.• i Ir c I BUiI D1Nt3 @ LOT �On. � ' LOT 10 13LOCI o to81>�0 .{ �.`} i LOT 11 �. BLOCK 5 i FOUND 112" � ! OUND V2" co ON ROD RON PIPE IR � +► 0 t1 47 W 70.00 fill, RIVE 1..(Yr 13 .I.c:r 12 LOT!.) A Rig B LOCK S 1;3I+CaCK , BLOCK a � A 4 ALES tIHIGIS111D11MWtpSdy"AflLtlflutlllMWSIMtl1110tlY1t1"IIMNSm" ' I HEREBY CERTIFY THAT I HAVE REVIEWED HOT DIPPED GALVANIZED. General Notes THIS PLAN AND FOUND IT TO BE IN 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDL4ENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-1-1 0,, A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.) CONTRACTOR. I &FBC 6TH EDITION 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. I r; MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ,. APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN "3s'' 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S "'3 a I E"s 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR (- ., , BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. c ` a SCREEN ROOM ON EXISTING CONCRETE 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150. DESIGN DATA: , ) FOR USE WITH ACQ PRESSURE TREATED WOOD,OR + t AGGREGATES-#6 STONE,AS C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 2. RISK CATEGORY: I PROFESSIONAL ENGINEER SEAL WATER REDUCING AGENT-ASTM C 494. G-185. 3. WIND EXPOSURE: B CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 4. INTERNAL COEFFICIENT: +/-0.0 ENGINEER OF RECORD OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. 5. WIND LOADS: David W. Smith P.E. SOLID ROOF(MWFRS): 20 PSF 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, SCREEN WALLS: 23 PSF FLORIDA LICENSE NUMBER:53608 2,&3 ALONG WITH HOT WEATHER CONDITIONS E.REFERENCE STANDARDS: 6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 RECOMMENDATIONS. ASTM E 119 PSI FIBERMESH AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR LI Thomas L. Hanson P.E. 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300 THE PROPOSED STRUCTURE. CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 7. SOLID ROOF TYPE: 3"X.024 COMPOSITE PANEL FL#7561 OR EQUIV. FLORIDA LICENSE NUMBER:38654 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B LI SPALLING OR OTHER DETERIORATION. ASTM C94 Myron Max Neal P.E ASTM C150 FLORIDA LICENSE NUMBER:86663 B.MASONRY: ASTM C33 ASTM C260 I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 LI Joel Falardeau P.E. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 FLORIDA LICENSE NUMBER:70667 TYPE M OR S MORTAR. ASTM A185 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) Erik Stuart P.E. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION ALUMINUM STRUCTURAL MEMBERS MAXIMUM COARSE AGGREGATE SIZE OF 3/8". FLORIDA LICENSE NUMBER:77605 CURRENT ALUMINUM DESIGN MANUAL 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: HOLLOW SECTIONS HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 2 x 2:---------------------------------------2"x 2"x 0.044" TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 3 x 2:---------------------------------------3"x 2"x 0.050" C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 3:---------------------------------------2"x 3"x 0.050" FBC Plans&Engineering 1.TYP--TYPICALg g 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 2 x 3:---------------------------------------2"x 3"x 0.070" MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM--SIMILAR 2x4:---------------------------------------2"x 4"x 0.050" Services, Inc. MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED KICK PLATES ARE USED A MINIMUM THICKNESS OF 6272 Abbott Station Drive Unit 101 ' 2. WHERE 6272 4.CONT--CONTINUOUS 2 x 5:---------------------------------------2"x 5"x 0.050Zephyrhills,fl.33542 5.VIP--VERIFY--VERIFY IN FIELD 0.024"SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: OPEN BACK SECTIONS Phone:(813)788-5314 SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1 x 2:----------------------------------------1"x 2"x 0.040" Fax:1-(866)-824-7894 STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1.ALL TSITS WORK SHALLACCORDANCEEWITH PERFORMED BY IA LICENSED ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CONTRACTOR IN WITH APPLICABLE BUILDING I x 3: 1"x 3"x 0.045" Website:www.Ibcplans.com FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN CODES,R LOCAL ORDINANCES,ETC. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, SNAP SECTIONS DRAWN BY: SB INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS ENGINEER D ANY DISCREPANCIES BETWEEN , EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD �x 2 Snap:----------------------------------2"x 2"x 0.045" ALUMINUM). CONDITIONS. 2 x 3 Snap:---------------------------------2"x 3"x 0.050" DATE:5/6/2020 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 4 Snap:---------------------------------2"x 4"x 0.045" PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE: SEPARATION. CONTRACTOR. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED SELF MATING (SMB) 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS �� RO 1 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND C 2 x 4 SMB:------------------ -- 2"x 4"x 0.044"x 0.100" ILK MANUFACTURER. OD ,g � ,, RO 2 2 x 5 SMB: 2"x 5"x 0.050"x 0.118"USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY ANq�q ��� I �� /� 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 6 SMB: 2"x 6"x 0.050"x 0.120" 0R, eL jlfj, 'jj ,PREV RO 3 SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 7 SMB:---------------------- 2 x 7"x 0.057 x" " 0.120" 10 TM �r e�'�'h�l� CODE A�`IN " MOVABLE PANEL SHALL BE REMOVED WHEN WIND ENGINEERING PRACTICES. O l7? COD RO 4 RE zxssMB: 2"xs"xo.o72"xo.zz4" RD/N�A, , SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS AN, I VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" ����� PRO ECT ADDRESS: D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" J I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME UN ITS NITS BUILT PRIOR 300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL BLAASCH WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED A��N�/��►'l T ©� 5338 23RD ST 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. ZEPHYRHILLS FL 33542 FLAT WASHERS AND NUTS. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING �B TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. CONTRACTOR: 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL PATRIOT SCREENS INC. NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITSC &FBC 6THIH b gNg r� a am ( :! �. PROFESSIO& LE INEER SEAL • ENGINEER OF RECORD David W. Smith P.E. / FLORIDA LICENSE NUMBER:53608 _ Thomas L. Hanson P.E. � FLORIDA LICENSE NUMBER:38654 R x �� � `� 9 Myron Max Neal P.E IJi� p� �J �}I y FLORIDA LICENSE NUMBER:86663 �� Joel Falardeau P.E. 4,��` y FLORIDA LICENSE NUMBER:70667 �' x � � , ` , Erik Stuart P.E. J FLORIDA LICENSE NUMBER:77605 FBC Plans &Engineering Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,8.33542 IX 2 Phone:(813)788-5314 Fax:1-(866)-824-7894 !I � Website:www.fbcplans.com 71 X C.O.A.-#29054 DRAWN BY: SB a`/',P. rZz DATE: 5/6/2020 REVISION: DATE: RO 1 R02 RO 3 RO 4 PROJECT ADDRESS: BLAASCH 5338 23RD ST ZEPHYRHILLS FL 33542 CONTRACTOR: PATRIOT SCREENS INC. PLAN &ELEVATIONS 3"ALUM.HEADER #12 SMS W/1"0 NEO-WASHERS I HEREBY CERTIFY THAT I HAVE REVIEWED A MIN. PANEL ROOF @ 8"O.C.(USE SCREW LENGTH THIS PLAN AND FOUND IT TO BE IN EQUAL TO COMPOSITE PANEL COMPLIANCE WITH ASCE 7-10, &FBC 6TH EDITION THICKNESS PLUS(1)INCH) #10 SMS @ 8"O.C.FOR FASTEN.060 REC.CHAN.TO @3 , COMPOSITE PANEL BACKSIDE OF 2"XH"EDGE BEAM W/(5)#10 SMS W/3/4" r$� •_ ts� wss �ad¢,a STAGGERED ° y W/(H)#10 SMS W/3/4" $n 3"COMPOSITE ` ₹ `F # INTO SIDE FLANGES $.a � 0 ° 2X(H) v @ @ EDGE. / BEAM ° 6 d O 0° p° UPRIGHT OR BEAM APPLY EDGE BEAM W/REC.CHANNELS KICK PLATE • -SNAP OR SELF s 4 L#lOSMSB'.O.C. TO NOTCHED POST FASTEN.060 REC.CHAN.TO MATING OR ATTACHED TO ALUMINUM r r FOR COMPOSITE PANEL UNDERSIDE OF 2X_EDGE BEAM MEMBER W/(1)#10X HOLLOW W/(4)#10 SMS W/3/4" 3/4"@ 24"O.C. s POST STAGGERED CONTINUOUS EDGE BEAM W/(2)#10 SMS W/3/4" (1)1/4"X 2 1/2"MASONRY ANCHOR INTO SIDE FLANGES 24"O.C(2)ROWS STAGGERED EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. PROFESSIONAL ENGINEER SEAL INTO HEADER OR CHANNEL TO HOST NOTE: KICK PLATE ATTACHED TO ALUMINUM MEMBER (2")MINIMUM EMBEDMENT REC.CHANNEL.060 MIN.,SAME WIDTH AS BEAM TYP. SCALE:NTS ENGINEER OF RECORD COMPOSITE PANEL ROOF TO BLOCK WALL CONNECTION DETAILS ROOF PANEL TO EDGE BEAM CONNECTION DETAIL David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 UPRIGHT 1/4" Thomas L. Hanson P.E. Concrete Screw SECONDARY ANGLE MIN Column Anchor (SEE NOTES)#10 X 3/4"SMS 0.125"THICK(NOT FLORIDA LICENSE NUMBER:38654 Size FASTENING SECONDARY REQUIRED FOR 2X3 B Mi .Spa ANGLE TO COLUMN MEMBER) (TY Myron Max Neal P.E 2x3 0 0" EACH SIDE) 2"X 2" 2X ALUM. EDGE BEAM PER PLAN Y 2x4 1 3" P PRIMARY.125"ANGLE EXISTING MASONRY FLORIDA LICENSE NUMBER:86663 (B)-3/8"0 CONCRETE SCREW (2)#10 X 3/4"SMS FASTENING WALL GROUTED SOLID ANCHOR INTO SECONDARY ANGLE(TYP EACH SIDE)(SEE O COLUMN TO PRIMARY ANGLE O @ CONNECTION Joel Falardeau P.E. TABLE) O (TYP EACH SIDE) 2X ALUM.UPR HT 3/8"0 0 1"X 2"BASE MEMBER 00 PER PLAN FLORIDA LICENSE NUMBER:70667 Concrete Screw (TYP EACH SIDE) DOOR Column Anchor ANCHOR SPA 1/4"0X2-1/2" Size (MIN)(TYP)(SEE TABS) (1)-3/8"0 CONCRETE SCREW MASONRY SCREW 3"FROM Erik Stuart P.E. B Min.Spa • Q ANCHOR INTO PRIMARY 2"x_END BEAM END&@ 24"o.c. FLORIDA LICENSE NUMBER:77605 2x5 1 3" ANGLE AND @ 1/4"0 CONCRETE (SEE SHEET S-2 FOR SIZE) __j 2x6 1 4" 3"(MIN) SCREW ANCHOR @ 2x7 1 5 24"O.C.BETWEEN COLUMNS 2"x 2"x 1/8"x BEAM DEPTH" 2x8 2 3 NOTES: (TYPEACHSIDE) RECEIVING CHANNEL FBC Plans&Engineering 2x9 2 4" 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR W/(1)ANCHOR1/4"x I3N CONCRETE 1"X2"OPEN BACK 2x10 2 4.5" INTO THE 1X2. CONCRETE WALL& L Services, Inc. (4)#10 x 3/4"SMS EACH 1X ALUM.OPEN 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT SIDE INTO BEAM 6272 Abbott Station Drive Unit 101 LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW PZephy hone:hills,fl.33542 EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT TYPICAL SCREEN DOOR CONNECTION DETAIL Phone:(813)788-5314 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. OF MASONRY ANCHOR SCREWS. SCALE:NTS Fax:1-(866)-824-7894 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. NOTES: Email:erb@fbcplans.com 5. FORA 2X4 POST:FOLLOW FASTENING DETAILABOVE USING(2) 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. Website:www.tbc lans.com 2"X2X2"X.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS END BEAM TO HOST STRUCTURE DETAIL 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. p FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) SCALE:NTS 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A C.O.A.-#29054 DRAWN BY:SB (4 TOTAL SCREWS ON EACH SIDE OF POST) 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM POST OR SMB CONCRETE BASE CONNECTION END OF THE UPRIGHT. DATE: 5/6/2020 (NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) REVISION: COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION SCALE:N.T.S. RO 1 RO 2 OPTION#1 RO3 (4)#10 x 1 W"SMS OPTION#2 RO 4 INTO SCREW BOSSES __\J z PROJECT ADDRESS: 4"3000 PSI CONCRETE SLAB WITH 6"X6"#10OIL. WWM(OR o 2"X2"OR 2"X3" 0.0625"ALUMINUM INTERNAL BLAASCH FIBERMESH)OVER CLEAN,COMPACTED SOIL. `v BASED ON MIN.SOIL BEARING CAPACITY OF 1500 PSF #10 X MEMBER OR EXTERNAL RE G 5338 23RD ST CHANNEL W/(4)#10 X 3/4"INTO ZEPHYRHILLS FL 33542 INTO BEAM OR UPRIGHT.(2)#10 '•' ..'"•`'`••'•" '':• r:;:;. :..::.`.."` X 3/4"EA.LEG INTO GIRT OR 22 GA.KICKPLATE INSTALLED W/ )..::::::::Y PURLIN-(0.062"ANGLE CLIPS w/ 11111 11111 I #10/3/4"@ 12"O.C. (2)#10 x 3/4"SMS EA LEG) CONTRACTOR: EXISTING CONCRETE UPRIGHT OR BEAM-SNAP PATRIOT SCREENS INC. OR SELF MATING OR HOLLOW PURLIN OR GIRT TO BEAM OR POST DETAIL SCREEN ROOM SCALE:NTS DETAILS