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HomeMy WebLinkAbout15-16268 CITY OF ZEPHYRHILLS ; 5335-8TH STREET �sis)�8o-0020 16 68 � BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION ' Permit Number: 16268 � Address: 4821 19TH ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: • Square Feet: Subdivision: MOORES FIRST ADDITION Est. Value: Parcel Number: 14-26-21-0010-02300-0080 Improv. Cost: 2,000.00 OWNER INFORMATION Date Issued: 5/12/2015 Name: DANIELS RAY& PAMELA Total Fees: 67.50 Address: 5753 WEDGEFIELD DR Amount Paid: 67.50 ZEPHYRHILL, FL. 33542 ' Date Paid: 5/12/2015 Phone: 813-714-5599 Work Desc: INSTALL SHED W/CONCRETE CONTRACTOR S APPLICATION FEES HOMEOWNER BUILDING FEE 67.50 •�,� � � � --- � � � c � �� � Ins ections Re uired FRAME SHEATHING FINAL � REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g)work not accessible. 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 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 PI s, Specific ' Must Accompany Application. All work shall be pertormed in accordance with City Co s and Ordinances. NO OCCUPANCY BEFO C.O. � NTRAC OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER . o� o � �rtpq_to��� - I � - �.�` 3�?' _ �L� . •��v�_ � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �AY � ANiELS Date Received: � — �p — �� Site: `��2 ( I q� �772�T Permit Type: �N5"j"'A t,k_ �1{� 4 �OIttC�F�. r Approved w/no comment � Approved w/the below comments: Denied w/the below comments: ❑ � � lv �� l D '� ' cJ ..� l If � - � �� � 6-e � � ^ r � � �P�P -P < a ��� c�� r � �v ` � Z� This comment sheet shall be kept with the permit and/or plans. ,�.�� � Kalvin Swi er— ' xaminer Date Contractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permittin -- Ouvner's Idame CQ j � L S Ouvner 6'hone Idumber �(3 - 7�y-�,� Oevner's Address ���3 W'E'� ��P� � p�'• � �ner Phone Nurnber Fee Simple Titieholder Mame Owner Phone tdumber Fee Simpie Titleholder Address JO�d1DDRESS T �� I I vl �� S'� I � � �%L. `�3 J � � �OT# �� su��ieisio� P Fi rs-� I�c�� PARCEL ID# i y-� �-�. I -00! 0 —��3 QU Ovg l� (OBTAINED FROM PROPERTY TAX NOTICE) MfORK PROPOSED e NEW CONSTR B ADD/ALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR �ROPOSED U5E Q SFR Q COMM � OTHER '�YPE OF CONSTRUCTIO(d Q BLOCK Q FRAME 0 STEEL 0 D�SCRIPTIOM OF WORe( �rZ°z°�Tu✓�C� i V! S Yl L'� T- � �' �',- BUIILDING SIZE C � �C L �U SQ FOOTAGE � � � HEIGHT 0'�UILDING $ ii )v VALUATIOfV OF TOTAL CONSTRUCTION (�t/ QELECTRICAL $ :� _ . AMP SERVICE Q PROGRESS ENERGY 0 W.R.E.C. �PLUMBING $ 0 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � � �" �� � OGAS Q ROOFING Q SPECIALTY 0 OTHER FIfVISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO C BUI�.DER COMPAMY SBGfd�,TURE / REGISTERED Y/ N FEE CURRE� Y/N Address ��0 {"t�1 f` �r� Z�t ��S �L � ��� License# �&�ECTRICIAR! COMIPAfdY SIGfdATURE REGISTERED Y/ IV FEE CURRE� Y/N e9ddress License# PLUI!lIBER COMPAIdV SIGIdATURE REGISTERED Y/ I�I FEE CURRE� � Y/M �4ddress Lfcense# MIECHAMICAL COMPAIMY , SIGtdATURE REGISTERED Y/ N FEE CURRE� Y/N i ' Address License# �4yE� COMPAIdY SIGRIATURE REGISTERED Y I I�I FEE CURRE� Y/I� Address License# RESIDERITIAL Attach(2)Plat 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 Pians w/Silt Fence installed, Sanitary Facllities 8�1 dumpster;Site Work Permit for subdivisions/large projects CORAMERCIAL Attach(3)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 commercfal requirements must meet compliance SIGfd PERMIT Attach(2)sets of Engineered Plans. •"•PROPERTY SURVEY required for all NEW constructfon. Directlons: Fitl out application completely. Owner 8 Contractor sign back of appiication,notar(zed If over 52500,a Notice of Comrflencement(s required. (A,1C upgrades over�7500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUMTER PERAAITTI(dG (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlotlSurvey/Footage) _.,�..._.. .._�. -.--..._.� - -•-. _,-_ ... Driveways-Not overCounter ifon public roadways..needs ROW � _ , , �` ., ,. , ,_ _ fi" _ . . . .,, . , _ . „ . • � . , � , • •- . _ ' ___-.: _:_ .._ __- -- ._ .-; I HEREBY CERTIFY THAT I HAVE REVIEWED ROOF SPANS for ENCLOSED ROOMS 22 PSF THIS PLAN AND FOUND IT TO BE IN 19Oult = 11Oaed EXP — B COMPLIANCE WITH ASCE 7-10 AND SECTION MAXIMUM �� 1003(EXISTING BLDG.)OF THE i:LORIDA 3"x12"x.024" ALUM PANS 10'_6" HEADERS SPAN JACK BUILDING CODE 2010 0 BEARING WALL SIZE 'W' STUDS 3"x12"x.O32" ALUM PANS 11'-6' SUPPORTING (2) 2"x4" 4'-4" I1 1 r1� 3"x12x.26 GA GALV. STEEL PANS 13'-10 COMP. PANEL ROOF " 2 2"x6" 6'-4' 1 3"x4'x.024" COMPOSITE PANELS 71'-8" (2) 2"x8" o'-o J 1 4C.••1 t•u••• 3"x4'x.032" COMPOSITE PANELS 13' " (2) 2"x1O" 9'-6" 2 �`a9 • 4x4'x.O24" COMPOSITE PANELS 13'-10" (2) 2"x12" 11'-6" J 2 v 0667 • • • .s 4"x4'x.O32" COMPOSITE PANELS 14'_11- DBL. HEADERS W/�" PLWD. SPACER, GLUED & M -� e' - Q6€"? 7 * v NAILED W/16d NAILS 0 24" O.C. (2 ROWS E . • - STAGGERED) STAGE OF PRODUCT APPROVAL CODE CHART /� •• F Q`O •� N STRUCTURAL COMPONENTS CLADDING ROOFING /�Q�•••*L.•O r•••� �`�1 SIMPSON SP1 SP2 R10456 VINYL SIDING FL72231.3 COMPOSITE PANELS FL2291 ALL CONNECTORS AND FASTENERS IN CONTACT • ��•R. A W/TREATED WOOD SHALL BE ZINC COATED SIMPSON DSP FL10456 RISER PANS FL1779 GALVANIZED STEEL OR SIMPSON 'ZMAX' SIMPSON SPH FL10456 I PROFS ! E GINEER SEAL SIMPSON ABU ABW FL1 0849 SIMPSON LSTA MSTA FL10852 I ENGINEER OF RECORD: SIMPSON CS16 FL10852 WALL PANELS (PLYWOOD) NAILING NOTE: David W. Smith P.E. NAIL 8d NAILS 6" O.C. ® EDGES & 12" O.C. IN FLORIDA LICENSE NUMBER:536O8 FIELD. ROWS OF NAILS SHALL BE J" MIN. FROM PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP Thomas L. Hanson P.E. BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MFG.'S SPECIFICATIONS. FLORIDA LICENSE NUMBER:38654 NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINIMUM 7/16" Mark Ronald Dunn,Jr. P.E. WOOD STRUCTURAL PANEL SHEATHING FLORIDA LICENSE NUMBER:73968 (PLYWOOD OR OSB) WITH AN APPROVED 3"X12" ALUM. RISER PAN ROOF, FASTEN TO 12 WEATHER RESISTIVE BARRIER PLACED DBL. TOP PLATE W/#10XJ" TECH SCREWS 1/2 1 - UNDER THE SIDING. W/NEOP. WASHERS, 3 PER PAN ® BOTH ENDS Joel Falardeau P.E. AND 8" O.C. AT RAKE FLORIDA LICENSE NUMBER:70667 DBL 2"X4" TOP PLATE (ONLY NON-TREATED FBC Plans &Engineering WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER) Services, Inc. 6272 Abbott Station Drive Unit 1O1 DBL. 2X HEADER W/�" PLYWD. SPACER OVER Zephyrhills,fl.33542 WINDOWS/DOORS. SEE HEADER TABLE Phone:(813)788-5314 2X4 BLOCKING FOR PANEL SPLICE Fax:1-(866)-824-7894 INSTALL WINDOWS PER MANUF.- " WHERE WALL HT. EXCEEDS PANEL LENGTH • 2X4 CRIPPLES ® 16" O.C. INSTALLATION INSTRUCTIONS Website: cplans.com C.O.A.-#29O54 DBL 2X HDR. W/1/2" CDX " CDX OR OSB & VAPOR BARRIER SIMPSON STUD PLATE TIES OR EQUIV. ARE REQUIRED DRAWN BY: W.P. • PER TABLE SHEATHING SHALL OVERLAP BOTTOM AND TOP ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS PLATES, SEE NAILING NOTE WHEN SHEATHING PANELS ARE CONTINUOUS (8'-0" OR VINYL SIDING UNDER) AND NAILED PER PANEL NAILING NOTE. REVISION: DATE: SIMPSON LSTA OR EQUIV. AT ADD SP2/SP1 AT ALL STUDS WHERE WALL HEIGHT RO 1 2"X4" WOOD STUDS ® 16" O.C. EXCEEDS 8'-0" OR WHERE SHEATHING PANELS ARE RO 2 THIS LOCATION JOINED. 2X4 P.T. BASE PLATE RO 3 2X4 JACK, SEE TABLE J"O WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM RO 4 ATTACH JACK TO CONT. STUD CORNERS, 6" FROM OPENINGS AND 24" O.C. W/16d NAILS ® 24" O.C. W/4" MIN. EMBEDMENT & 1j" MIN. EDGE DISTANCE TYP. 4" 2500 PSI CONCRETE SLAB WITH 6"X6" #10/10 WWM PROJECT ADDRESS: INSTALL WINDOWS/DOORS IN (OR FIBERMESH) OVER 6 MIL. POLY VAPOR BARRIER OPENING PER MANUF. 6" SEE NOTE BELOW GRADE 1, �{ " = W/EDGES LAPPED 6" & SEAMS TAPED, OVER CLEAN, RAY DANIELS .:; COMPACTED, TERMITE TREATED SOIL. 4821 19TH ST. INSTALLATION INSTRUCTIONS CONC BELOW ZEPHYRHILLS, FL 12" GRADE PER R403.1 SIMPSONEQUIV. DSP 2 #5 REBAR CONT. ONCONTRACTOR: OR EQUIV. 3" HIGH CHAIRS 12" / • ONOTHE IDEXTERIOR OF{IAGBUIILLDI G�HAVIG A FRAMING CLEARANCE OF LESS THAN 6" FROM THE FOOTING WIDTH & DEPTH SIZE AS PER R403.1 & B1809.4. GROUND OR LESS THAN 2" MEASURED VERTICALLY ACE ALUMINUM, INC FROM CONCRETE STEPS, PORCH SLABS, AND FRAMING FOR OPENINGS WALL SECTION/DETAILS SIMILAR HORIZONTAL SURFACES EXPOSED TO WITH HEADER THE WEATHER SHALL BE PRESERVATIVE TREATED AS PER R317.1 WOOD WALL FRAMING SHED I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND SECTION 1003(EXISTING BLDG.)OF THE FLORIDA BUILDING CODE 2010 o m 7pg67 • 2"X4" STUDS © 16" ��OF : W 00 ° O.C. FINISHED WITH VINYL SIDING •o�'AO'.•�1 01� ••.•'��``�� PROFNAA) NEERSEAL ENGINEER OF RECORD: L_-i----------------------------�---J L---i----------------------------i--J David W. Smith P.E. 10'-O" .. i0'-o" FLORIDA LICENSE NUMBER:53608 FRONT ELEVATION REAR ELEVATION Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Mark Ronald Dunn,Jr. P.E. FLORIDA LICENSE NUMBER:73968 Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 27X24 FBC Plans &Engineering Services, Inc. P 6272 Abbott Station Drive Unit 101 I I 3"X 12"X.024" PAN Zephyrhills,fl.33542 I I ROOF, FL 1779 OR Phone:(813)788-5314 I EQUIV. Fax:1-(866)-824-7894 I I Website:www.fbcplans.com C.O.A.-#29054 I 12"WX 1 2"D I DRAWN BY: W.P. II I MONOLITHIC I o I FOOTING & 4" I DATE: 4/28/15 CONC. SLAB I REVISION: DATE: I I ifl o RO 1 I I I I I' I i� RO 2 i� I I RO 3 L--------------� (2) 36X80 RO 4 PROJECT ADDRESS: RAY DANIELS - ----------------------------1---J 4821 19TH ST. 10'-O" ZEPHYRHILLS, FL CONTRACTOR: FLOOR PLAN RIGHT SIDE ELEVATION ACE ALUMINUM, INC SCALE: 1/4" = 1'-0" LEFT SIDE SIMILAR PLAN/ELEVS I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes THIS PLAN AND FOUND IT TO BE IN A.CONCRETE&FOUNDATION DESIGN: 5•ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ACE 7-10 AND SECTION BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. 1003(EXISTING BLDG.)OF THE FLORIDA 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 BUILDING CODE 2010 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. 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. °°ae•°°° IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN '� y R" t`S °•. / 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S 4, °° ,,� ; G 9 ®- 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE 7 REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY Q . 66 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO MO.10 • 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE ° e BE 3000 PSIMIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTERZINC PLATED. FREE STANDING SHED ON NEW CONCRETE ° * ' 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR ° • 8. OF w 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 •° S-[AT� FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES / '' °•" /C OPO? �. OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE-TREATED WOOD,OR DESIGN DATA: . /i�,O�c ••��R.•"° � � AGGREGATES-#6 STONE,ASTM 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 PROFE�SSI GINEER 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. WIND LOADS: 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. SOLID ROOF(MWFRS): 23 PSF David W. Smith P.E. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: COMPONENT&CLADDING PRESSURES: 2,&3 ALONG WITH HOT WEATHER CONDITIONS ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF FLORIDA LICENSE NUMBER:53608 RECOMMENDATIONS. ASTM E 119 WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 5. 4"SLAB&12"X12"FOOTER.2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B OVER 6"MIL POLYFILM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL Thomas L. Hanson P.E. SPALLING OR OTHER DETERIORATION. ASTM C150 ASTM C94 6. SCREEN ROOF TYPE: N A FLORIDA LICENSE NUMBER:38654 B.MASONRY: ASTM C33 7. SOLID ROOF TYPE: 3"X12"ALUM.PANS,FL 1779 OREQUIV. I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C260 ASTM C494 Mark Ronald Dunn,Jr. P.E. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 TYPE FLORIDA LICENSE NUMBER:73968 M OR S MORTAR. ASTM A185 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23) 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE W/2013 SUPPLEMENTS. MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2005 ALUMINUM DESIGN MANUAL X Joel Falardeau P.E. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:70667 HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1. TYP--TYPICAL FBC Plans &Engineering MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM--SIMILAR ALUMINUM STRUCTURAL MEMBERS Services, Inc. MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS Zephyrhills,fl.33542 0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.044" 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- G.RESPONSIBILITY: Phone:(813)788-5314 3 x 2:---------------------------------------3' x 2"x 0.050„ SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE Fax:1-(866)-824-7894 STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" Website:www.fbcplans.com FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" PREPARED BY THE ALUMINUM ASSOCIATION, 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050" NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWN BY: W.P. INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN CONDITIONS. OPEN BACK SECTIONS DATE: 4/28/15 &CHAPTER 20 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE: PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR. 1 x 3:----------------------------------------1"x 3"x 0.045" SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 1 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. RO 2 USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 2 Snap:----------------------------------2"x 2"x 0.045" 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 3 SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND ENGINEERING PRACTICES. 2 x 4 Snap: 2"x 4"x 0.045" SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS RO 4 VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: SELF MATING (SMB) PROJECT ADDRESS: D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" RAY DANIELS 300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR 2 x 6 SMB: 2',x 6"x 0.050"x 0.120" 4821 19TH ST. MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 2 x 7 SMB:---------------------- 2' x 7"x 0.057"x 0.120" ZEPHYRHILLS, FL ON THE MANUFACTURED HOME. FLAT WASHERS 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" 2.HEX BOLTS AND NUTS.HAS TO BE ASTM A 325,PLATED WITH STANDARD 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" 3.ALL CONCRETE SCREWS SHALL BB,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. CONTRACTOR: 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4101.17 IN ITS ENTIRETY. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 ACE ALUMINUM, INC SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL NOTES MAP OF:BDUNDAR Y SURVEY DESCRIPTION: SURVEYOR'S NOTES: LOT 8, BLOCK 23, of MOORS S ADDITION, according to the map N 1. This is a Boundary Survey, mode on the ground under the supervision of a Florida Registered Surveyor and Mapper. Field survey was completed on 0128/13 or plot thereof, as recorded in PLAT BOOK 1 , PACE 57 of the 2. Bearings are based on:__ the West R/W line of 19TH STREET as: Public Records of Pasco County, Florida. �E S. 0000'30"W. assumed bearin 3. No underground utilities, underground encroachments or building foundations were measured or located as a part of this survey, unless otherwise shown. Trees and shrubs not located, unless otherwise shown. SCALE: 4. This survey was conducted for the purpose of a Boundary Survey only, and is not intended to S 1» _ 20' delineate the regulatory jurisdiction of any federal state, regional or local agency, board, commission or state, regional or local agency, board, commission or other similior entity`I• " 3 SN V ld 5. This survey was conducted without the benefit of an abstract of title,therefore, there may be other rights—of—way, setback lines,agreements, reservations, restriction, or other similiar matters of SIIIH ,lHd3Z JO public record, not depicted on this survey. �� 6. Flood zone determination based on a scaled interpretation of the Flood Insurance Rate Maps as shown hereon, prior to construction, Building Department should be contacted for verification of flood zone. 3iV Q 7. Attention is directed to the fact that this survey may hove been reduced or enlarged in size due to Ireproduction. This should be token into consideration when obtaining scaled data. S. Re—use of this survey for purposes other than it was intended,without written verification,will be at the re—users sole risk and without liability to the surveyor. Nothing herein shall be construed to give any rights or benefits to anyone other than those certified to. B. THIS SURV NOT WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEVOR AND MAPPER. F,I,R. 1/2' LEGEND AND ABBREVW110NS: N F.I.P,=FOUND IRON PIPE F.C.M.=FOUND CONCRETE MONUMENT R/W=RIGHT-OF-WAY (D)=DEED V n�T�(7lpr7J ,�Lff �7�yy��y�� 7);7R L 0 T 7 F. •Conc, 2 F.I.R.=FOUND IRON ROD F.F.E.=FINISHED FLOOR ELEVATION P.B.=PLAT BOOK (F)=FIELD �♦ 9M(]Jr Y111d #5T* 3,IH NO ID# 0) S.LR.=SET IRON ROD P,0.8.=POINT OF BEGINNING R/W = RIGHT OF WAY (P)=PLAT ft I > S/W=SIDEWALK P.O.C.=POINT OF COMMENCEMENT W/F=WOOD FENCE CH CHORD °tJmmin an �I 1tLa�r 1• 0 S.P.K.=SET NAIL & DISK C.T.I.=CRATE TOP INLET C/L-CHAIN LINK A= ARC r�-�� Lv Tr'1 / - FND.=FOUND )LLIAA A-I6%aO�J t +S JZIflfi A C-AIR CONDITIONER O.R,=OFFICIAL RECORD BOOK ESM'T,=EASEMENT (R)= RECORD S 8951'28"E 131.88' (F) 132.00' (P) -P-=OVERHEAD POWER D.B.=DEED BOOK ELEV. = ELEVATION 4 C/L O -T-=OVERHEAD TELEPHONE F.P.K.&O.=FOUND NAIL AND DISK COV.=COVERED N 19.0, LiJ 'C MA5.=MASONRY D/W = DRIVEWAY PG=PACE P.C.P.=PERMENENT CONTROL POINT C.B.=CHORD BEARING P. = TYPICAL Q 6' W F d fn CONC.=CONCRETE / py I P.C.=POINT OF CURVATURE RES.=RESIDENCE (C)=CALCULATED ^, r7 < X-100'=TYPICAL ELEVATION C.M.P. = CORRELATED METAL PIPE �� LL 0'3, 0.4' _A/C 0 3' 0•� N/R=NOT RECOVERABLE R.C.P. = REINFORCED CONCRETE PIPE W/C=WITNESS/ PUMP ASSEMBLY 0.3 O FND=FOUND M.E.S.=MITERED END SECTION CORNER _/ Q 2t� •�! LI_ N W/F=WOOD FENCE P.R.M. = PERMENENT REFERENCE MONUMENT OO i U 58.0' �� F/W = FIELDWIRE FENCE N.G.V.D.=NATIONAL GEODETIC VERTICAL DATUM Q o 0 1 ✓Jh�C`�L ,�3 t� r ^ FLOOD ZONE CMF7CATE This is to certify that the property shown hereon falls , \ rn (, / with Flood Zone X. as per to Coy O 1 Ooe00od Insurance Rotej�p,17 91 /`6 pDS ee o One Story Conc. o' Q Community Panel Number 12/17/91 . j1 Iv C ro Masonry Res. o o CERTIFIED 70: ���r5Ta✓t� lS w! ioi N #4821 I N RAY & PAM DANIELS SUNSTATE TITLE AGENCY / J� Q to ' T WELLS FARGO � L cV 0 p V/ FIRST AMERICAN TITLE INSURANCE 58.0' 0 48.9' � b op 2J.t), 0 �� 1 HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE "MINIMUM F.I.R. 1/2" 0.4 -� to cr TECHNICAL STANDARDS"FOR LAND SURVEYING IN THE STATE OF FLORIDA: in Conc. Z 0.4' 0 3' CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. NO ID# N It 4' C/L conc. D/W 19.0' N 8952'53"W 131.91' (F) 132.00' (P) FND "x" Eddie P. Jen ns, P.L.S.o in Conc. N O Utility FLORIDA MTION NO. 54 Certificate of Authorization: LB # 6859 N Pole __________________ / Revisions Date Revisions Date Asphalt B AVENUE P.C. LSE F.B. LL Pg. Job # 1301-29 Draft CJ Station# 4 S-T-R. 20' Asphalt Pavement 60' R/W Check EPJ Misc. Boundary Sheet 1 of 1 Gbbir c 4en ins SURVEYING AND MAPPING, INC. 4030 HIGHWAY 41 NORTH - LAND 0 LAKES, FL 34639 PHONE (813) 948-2666 FAX (813) 435-1763 jenkins.surveyingt!@verizon.net — www.jenkins—surveying.com