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HomeMy WebLinkAbout19-21153 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21153 BUILDING PERMIT PERMIT INFORMATION . LOCATION INFORMATION Permit Number: 21153 Address: 4949 ROLLINS ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: CARPORT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: WINTERS Est. Value: Parcel Number: 14-26-21-0000-00200-0000 Improv. Cost: 2,400.00 OWNER INFORMATION Date Issued: 4/30/2019 Name: WINTERS MOBILE HOME PRK KELLER Total Fees: 82.50 Address: 38022 WINTER DR Amount Paid: 82.50 ZEPHYRHILLS, FL 33542-5544 Date Paid: 4/30/2019 Phone: 440-396-0714 Work Desc: CONSTRUCT CARPORT 12 X 29 CONTRACTORS APPLICATION FEES SUN STATE ALUMINUM INC BUILDING FEE 82.50 FRAME Ins ections Required SHEATHING FINAL REINSPECTION FEES: (c)With respect to Rennspection 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. C CO TOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Ar City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Ur Date Received:Site: Ll p�/ V ! Permit Type: -f Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: El This comment sheet shall be kept with the permit and/or plans. /Z V APO 3 2019 Kalvin S zer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) j 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received ee Phone Contact for Permitting �� Y/�-/ 5:3, �( Owners Name qh rs �r / (�rG✓ F{I 1• Owner Phone Number 's"/Q "�7 �U Owner's Address (j 0� 01 T� Jar k i 046 ner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address q 7 f t� L JOB ADDRESS 'I(1� �• � LOT# SUBDIVISION {! PARCEL ID#1 �'.11 OVO0 00-Q0-0 OOOD /// (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADDIALT = SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK r ;ii.k / BUILDING SIZE oZ a -f SQ FOOTAGE© HEIGHT -rrrrrre-I�r"Irr�•r'e'�r®e-r�-e9-rs-r-�-o-rrrr��a-rrrr"e-r-r�e�e�rsar-e-P�-rs-r-r�r�rt�rrr'r�rr E B ILDING $a/�OV ,(� VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 'l �! AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION n,1/ �5 =GAS = ROOFING Q SPECIALTY = OTHER C/111 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 111 -I-'...4.4 . •r�i-° p��r '•.�j'a.�S- '•-�C^'--r-P�pi-Po-i.�.i-C-1-1- .- Pew'--� BUILDER ••' COMPANY k J SIGNATURE �'/ `��/•`^'J REGISTERED Y/ N FEE CURREN Y/N Address S-y �`�!�-/� l 3 License# K&00 6 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY —� SIGNATURE I REGISTERED Y/ N FEE CURREN Y/N Address I License# 1111111111111111111fillIIfIIIIIIIfIIIIfIIIIIIifIIIIIifIIIIfIIIIfIII 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 dumpster;Site Work Permit for subdivisionsflarge 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,Stonmwater 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. -1-1-4-1-1--7-F-N-I--�F-�1-6-1-k 1-I--f�I--I-L-1+F++-I--I-1-L--6-E-I-a-I--I-1--t•-L-1--F-E--l-t-t--6�1-1-i-I+.1-d- -. . . .-1-I-. . . . 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=Nbt over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"rtstrctions" which may be more'restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS,AND CONTRACTOR RESPONSIBILITIES:. If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the,owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of 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'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 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 AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.1 7. OWNER OR AGENT CONTRACTOR ve.., Supsrrlbed and swor },lor a irtme )before me this subscribed and sworn to�r a it ed)before me this by 15F} MF`1 1 S by K Y L/ [s,Yl C Who is/are personally known to n e or has/have produced Who is/are personally known t�has/have produced fl '' as identification. as identification. {�� Y Notary Public Y 1!y<IA+[ 6 Notary Public (5—Commission N 1-7m O Commission No. (/1 I'/6 3 o N m o N t p d t s Name of Notary typed,printed or stamped Notary Public State of Florida Nancy J Brooks Rim faW of Fbrida My Commission GG 178530 ksExpires 02/1812022 GG 178530 022 - i — r I : r I i -Ifs bN ' ' I : , t(r�- t , — - -ALL RH _ i. D t `Fd PRE - - -- ' -: - - - d I C ODES,FLORdDAI BUILDING �Id�NG �© f TICS C:T@�IC,CRC�D , - f - �Rd)d C1 C)FZEPNYdad ILLS) -- C r �a0. l 'E.V'C'V Ax �pR 2 � _ 204. RLANS i - i - j ��V- �t•- r - f ' ' I i I , I I I I � , Sheds and Carports Plan Review Comments 1) All property markers shall be fully exposed at time of inspection.. (RED TAG IF NOT MARKED) 2). All sheds sh.alI:be installed and anchored per manufactures specifications. (RED TAG1F NOT ANCHORED PER PLAN) 3) All set-backs.shall be met. 4) Shall not be installed in easements. 5) ,Shall be set in the rear or side yards: 6) Only 2 accessory buildings per parcel. 7) :Sheds shall not be rented or inhabited: 8) Must meet and follow all conditions of 6rdlnancei780701 9.) No accessory building shall be larger than 300 sq ft without site=plan approval 10) Not to exceed 16' in height at peak. 11) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless otherwise specified.. 12) Accessory buildings in residential zones thatexceed 150 sq ft shall b.e constructed.of masonry, wood frame, aluminum or vinyl. Aluminum and vinyl shall be residential grade and be consistent with existing architecture of the principle.building.and adjacent properties. 13) Fence shall not-encroach neighbor's private property or.tight-.of way: 14) Fence shall be no taller than 6 feet in the rear and sides of home. 4 feet from the front of home. 15)Good side of fence shall face out. S.M.B. DEPTH S.M.& WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN 'H' WALL T' 'N' SIZE CAPACITY COMPLIANCE WITH ASCE 7-10&FBC 6TH 4' .045' .06' (2) 3/8' BOLTS, NUTS, WASHERS 1,720 LBS EDITION RESIDEN &EXISTING 5' .050' .06' (2) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS 6' .050' .06' (3) 3/8' BOLTS NUTS, WASHERS 2550 LBS #10X3/4'HEX HD CORROSION RESISTANT 7' .055' 06' (3) 3/8' BOLTS, NUTS, WASHERS 3 500 LBS METAL SCREW,WASHER AND SEAL 7' .055' .09' (3) 3/8' BOLTS, NUTS, WASHERS 3,600 LBS , •••••••••• Zj 4 PER PAN AT ALL BEAMS AND 8"O.C.AT RAKE 7' .055' 1 (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS `� J� ••�\ ENS • • 8' .072' (4) 3/8' BOLTS, NUTS, WASHERS 5 500 LBS ♦ • .072' .09' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS 3"X 12"ALUMINUM RISER PAN .072' .125' (4) 3/8' BOLTS, NUTS WASHERS 7 ; NO. • ROOF 9' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS • • �' 9' .072' .09' (4) 3/8' BOLTS, NUTS, WASHERS 8900 LBS O •Q' + .082' .125' (4) 3/8' BOLTS, NUTS, WASHERS 10' .092 .125' (4) 3/8' BOLTS, NUTS, WASHERS 11 B - • ••j e NOTE' OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER • �• ��r� 2X SMB PER PLAN SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED ' s •�Nhi� CONNECTION W/(N)PER CHART 3/8"THRU BOLTS,WASHERS AND NUTS CORROSION RESISTANT TYPICAL PROFESSIONAL ENGINEER SEAL ALUMINUM POST/COLUMN PER PLAN ENGINEER OF RECORD: FASTEN SMB TO RECEIVING David W. Smith P.E. ROOF, POST AND BEAM CONNECTION DETAIL CHANNEL FBEA HEIGHT) KS (1 SCREW/INCH OF BEAM HEIGHT) FLORIDA LICENSE NUMBER:53608 Ii STAGGERED Thomas L. Hanson P.E. • FLORIDA LICENSE NUMBER:38654 2X SMB PER PLAN • Mark Ronald Dunn,Jr. P.E. FLORIDA LICENSE NUMBER:73968 MIN. ALUMINUM POST FASTENED TO POST W!#10x3/4"TEKS PER PLAN Joel Falardeau P.E. (1 SCREW!INCH OF BEAM HEIGHT) FLORIDA LICENSE NUMBER:70667 STAGGERED BEAM TO POST CONNECTION Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 (1)-1/2"0 LDT CONCRETE SCREW WITH 2-3/4" NOTE:MINIMUM EMBEDMENT OF EMBEDMENT(MIN EDGE ANCHORS INTO CONCRETE FOOTING SHALL FBC Plans &Engineering DISTANCE=3") BE 2-3/4"AT ALL POST LOCATIONS.ALL Services,Inc.zeph PER OUTER FLANGE SCREW LENGTHS AT POST CONNECTIONS 6272 SHALL BE OF SUFFICIENT LENGTH FOR Abbott Station Drive Unit 101 REQUIRED EMBEDMENT INTO CONCRETE - Zephyrhills,fl.33542 1 t-T " FOOTING WHEN A PAVER DECK IS PRESENT. Phone:(813)788-5314 Fax:1-(866)-824-7894 Website:www.fbcplans.com (2)-3/8"0 MACHINE C.O.A.-#29054 BOLTS WITH WASHERS TOP VIEW OR(4)#14X 3/4"SMS ALUM.SQUARE COLUMN EA.SIDE 2"x2"x 0.125"ANGLE EXTERNAL DATE:4/9/2019 OR EQUIVALENT POST BASE • (1 SCREW WITHCON CONCRETE REVISION: e 2"xH"SMB EMBEDMENT(MIN EDGE OPT.#2: FOR INTERNAL FASTENING a R0 1 II DISTANCE=3") (4)-3/8.0 CONCRETE R0 2 PER OUTER FLANGE SCREW WITH 2-3/4" EMBEDMENT(MIN EDGE R0 3 DISTANCE=3" MIN SPACING 2^) VCHANNEL x3"KNEE BRACE R0 4 ° ° :. 8"x18'-45"MIN. ALUMINUM COLUMN JOB NAME &ADDRESS: 4 LOCATED PER PLAN KNEE BRACE TO w rt EAM WITH.080"REGEMNG KELLER OR GUSSET PLATE FRONT VIEW FASTEN W/(3)#10x3/4"TEKS 4949 R0LLINS ST. AT EACH CONNECTION PT. ZEPHYRHILLS,FL POST CONNECTION DETAIL KNEE BRACE CONNECTION SCALE:NTS CONTRACTOR: SUNSTATE ALUMINUM ALUMINUM CARPORT DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10&FBC 6TH EDITION���� PLAN VIEW O . • a� EXISTING HOME PRy L ,ENGINEER Oi RECORD: David W. Smith P.E. 3X3X.093 TYP FLORIDA LICENSE NUMBER:53608 KB 2x6 SMB K Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Mark Ronald Dunn,Jr. P.E. FLORIDA LICENSE NUMBER:73968 I o N PROPOSED CARPORT cn EXISTING ADDITION ON EXISTING CONCRETE SLAB =cx cx Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 i =______LErik Stuart P.E. 9'-8" TYP FLORIDA LICENSE NUMBER:77605 KB 2x6 SMB KB FBC Plans&Engineering 2g,-o„ Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Website:www.fbcplans.com C.O.A.-#29054 SIDE VIEW DATE:4/9/2019 FRONT VIEW DRAWN BY: SB 3"X.024 RISER 3"X.024 RISER REVISION: DATE: PANS FL#22840 PANS FL#22840 Ro 1 RO 2 2x6 SMB �B 2x4 SMB RO 3 KB KB / EXISTING HOME KB RO 4 gi M M M / ON d' M M O O o a, 1 - o o _ JOB NAME&ADDRESS: 5C 00 �C o • M M M X i' a, M M X rn KELLER M M M M M 4949 ROLLINS ST. 9'-8" TYP M / ZEPHYRHILLS,FL CONTRACTOR: , 9'-0" /� 8'-0 SUNSTATE ALUMINUM / PLANS & ELEVATIONS I HEREBY CERTIFY THAT I HAVE REVIEWED HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN General Notes COMPLIANCE WITH AS E 7-1 &FBC 6TH A.CONCRETE&FOUNDATION DESIGN: 5•ALL LAG BOLTS SHALL HAVE A MINIMUM EMIR DMENT OF 8X 5.SCREENING MATERIAL SHALL BE.18X14X0.013 OR ,� BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITYSCREEN MESH ONLY UNLESS NOTED EDITION RESIDE y 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. PSI MINIMUM PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 � Q 1...•.)• �j 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 � •• C+ •% MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7.ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR Q- • • 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO : ' APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE o. 3 IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN DE. 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S NON-HABITABLE STINL MAINTAINED.ASUNROOMS CARPORT HABITABLEO SCREEN ROOM SHALL BEE CONSIDERED BE ED AS HERE AN 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE LONG AS OR LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD • $Y 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO 'F� + • 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE 3280.105 BE 3000 PSI MIN.,2'MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED.7. 8. STHE CONCRETE SHALL CONFORMBTO ASTM FOROF I5�PSF. 8. PRES PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 LLFASTENERSCONNECTINGALUMINUMCOMPONENTSOR ES !/ 1#t041��j�� L FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES PROFESSIONAL F�41�i�gtsL OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 4TH WALL CARPORT ON EXISTING CONCRETE "ENGINEER OF RECORD: 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E. WATER REDUCING AGENT-ASTM C 494. G-185. DESIGN DATA: CLEAN POTABLE WATER 1t FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER:53608 OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2' 1. ULTIMATE DESIGN WIND SPEED Vult(3 SECOND GUST): 130 MPH 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 2. RISK CATEGORY: I Thomas L. Hanson P.E. CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: 2,&3 ALONG WITH HOT WEATHER CONDITIONS 3. WIND EXPOSURE: B ASTM E 119 FLORIDA LICENSE NUMBER:38654 4. INTERNAL COEFFICIENT: +/-0.0 RECOMMENDATIONS. ASTM E 1300 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, AA ASM35,AND SPED FOR ALUMINUM PART 1-A,&1-B 5. WIND LOADS: VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, Mark Ronald Dunn,Jr. P.E. STALLING OR OTHER DETERIORATION. ASTM C94 SOLID ROOF(MWFRS): 20 PSF ASTM C150 6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH FLORIDA LICENSE NUMBER 73968 B.MASONRY: ASTM C33 SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE ASTM C260 I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 7. SOLID ROOF TYPE: 3'X12'ALUM.PANS,FL#22840 OR EQUIV. Joel Falardeau P.E. 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) FLORIDA LICENSE NUMBER:70667 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL JI 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING Erik Stuart P.E. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:77605 HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT FBC Plans&Engineering C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. g 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Services,Inc. 2.SIM--SIMILAR MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH AZephyrhills,Abbott Station Drive Unit 101 3.UON--UNLESS OTHERWISE NOTED MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 4.CONT--CONTINUOUS HOLLOW SECTIONS Phone:(813)788-5314 5 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 5.VIF—VERIFY IN FIELD Phone: 0.024"SHALL APPLY. 2 x 2:---------------------------------------2"x 2"X 0.044" Fax:1-(866)-824-7894 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Website:www.fbcplans.com SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" C.O.A.-#29054 STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" DATE:4/9/2019 ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 X 5:---------------------------------------2"x 5"x 0.050" MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS. OPEN BACK SECTIONS REVISION: DATE: ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE lx 2:----------------------------------------1"x 2"x 0.040" 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"x 3"x 0.045" RO 1 PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR. RO 2 SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS RO 3 THAN#10 SMS 6"FROM TIE ENDS AND 12"ON CENTER,IF MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045' USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 3 Snap: 2"x 3"x 0.050" RO 4 2 x 4 Snap:---------------------------------2"x 4"x 0.045" SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH' SHALL BE PLACED SO IT IS SELF MATING(SMB) JOB NAME &ADDRESS: H.MISCELLANEOUS: VISIBLE WHEN PANEL IS INSTALLED. 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" KELLER I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WITHOUT A MANUFACTURER'S HOST BEAM. 300 18-8,WITH STANDARD FLAT WASHER UNLESS 2 x 6 SMB:---------------------- Z"x 6"x 0.050"x 0.120" 4949 ROLLINS ST. IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 2 x 7 SMB: 2"x 7"x 0.057"x 0.120" ZEPHYRHILLS,FL WITH ACQ PRESSURE TREATED WOOD. 2 x 8 SMB:---------------------- 2"x 8"x 0.072'x 0.224" 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. FLAT WASHERS AND NUTS. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"X 0.224" 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" CONTRACTOR: 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. SUNSTATE ALUMINUM 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 13 ENGINEERS NOTES