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4 I HEREBY CERTIFY THAT 1 HAVE REVIEWED
<br /> General Notes S.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X S.SCREENING MATERIAL SHALL BE 18X14X0.013 OR THIS PLAN AND FOUND IT TO BE IN
<br /> A.CONCRETE Bt FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
<br /> 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. EDITION RESIDENTIAL&EXISTING
<br /> PSI MIN MUNL PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
<br /> 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 A
<br /> THE BO LT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE `
<br /> MINIM[JM,312"NOMINAL THICKNESS. R,s 7.ENCLOSEDADDITIONSTOMANUFACTUREDHOMESSHALLNOTCHANGETHEEXITFACILITIESFOR �,i UT 0, �f.
<br /> m�zemm ° V�
<br /> 3. 3000 PSI FE3ERMESH )(3/4"PER CUBIC YARD MIN.MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EGRESS PER HUD 3280.105, a THROUGH a 2 iv,SO THAT THE DISTANCE TO EXIT DIRECTLY
<br /> CIRCUMSTANCES BY DRIVING WITH A HAMMER (I(OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35)(')AND SO THAT TWO EXITS DIRECTLYOUTSIDE
<br /> APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED ARE
<br /> IN LIEU OF WELDED WIRE MESH
<br /> 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED
<br /> AS OUTSIDE
<br /> Q
<br /> 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAYBE ADDED WHERE AN EXIT DOOR N n cs+
<br /> REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
<br /> TERMITE TREATMENT OF SOII,BENEATH SLAB IS NOT WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD o
<br /> BE APPLIED IN CONDITIONS ACCEPTABLE TO
<br /> U .105 STRUCTURE.
<br /> STRUCTUTU IF SLAB DOES NOT ABUT A WOOD FRAME 3280RE.NO WOOD FRAME STRUCTURE MAY HE BUILT MANUFACTURER FASTENERS SHALL BEA MINIMUM OF SAE
<br /> ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. ° • ATE
<br /> SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
<br /> PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 ' R`
<br /> 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES •�A'��HBO om"°�o°Q, ���
<br /> 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 PATIO COVER ON EXISTING CONCRETE SLAB/FOOTER ��,�`SS/ ���`°',
<br /> 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR *e
<br /> OTHERWISE NOTED ON PLANS DESIGN DATA: PROFE�s3d r`aetR�
<br /> BE 300E PSI MIN.,2"MINIMUM.THICKNESS. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. I�t�[INGE SEAL
<br /> 7. SOILTHE BEARING PRESSURE SHALL BE A MINIMUM OF 150E PSF. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 1. RISK CATEGORY: I
<br /> 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE G-185. ENGINEER OF RECORD
<br /> FOLLOWING: 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST):130 MPH
<br /> OPC(PORTLANI)CEMENT TYPE 1,-ASTM C 150). BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 110 MPH David W.Smith P.E.
<br /> AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN UNLESS NOTED OTHER WISE. 3. WIND EXPOSURE: C FLORIDA LICENSE NUMBER 53608
<br /> 3/4".
<br /> AIR ENTRAINING+/-I%-ASTM C260. 4. NOMINAL(Vasd)WIND LOADS: OPEN
<br /> WATER REDUCING AGENT-ASTM C494. E.REFERENCE STANDARDS: INTERNAL PRESSURE COEFFICIENT: +/-0.00 Thomas L.Hanson P.E.
<br /> CLEAN POTABLE WATER ASTM E 119 FACTOR APPLIED FORALLOWABLE STRESS DESIGN: .6
<br /> OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 130E FLORIDA LICENSE NUMBER 38654
<br /> 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 COMPONENT&CLADDING PRESSURES: Myron Max Neal,P.E.
<br /> 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ROOF:ZONE 1:10.8/-26.4
<br /> CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 ZONE 2:10.B/-44.2 FLORIDA LICENSE NUMBER:86663
<br /> 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C150 ZONE 3:10.8/-66.6
<br /> RECOMMENDATIONS. ASTM C33 Joel Falardeau P.E.
<br /> 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C260 SOLID ROOF(MWFRS): 20 PSF I
<br /> CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C494 FLORIDA LICENSE NUMBER:7066E
<br /> VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM A615 5. SOLID ROOF TYPE:
<br /> SPALLING OR OTHER DETERIORATION. ASTM A185 FL 7561 R LB.DENSITY EPS FOAM COMPOSITE PANEL ROOF, Erik Stuart P.E.
<br /> FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) DEFLECTION:
<br /> FLORIDA LICENSE NUMBER 77605
<br /> B.MASONRY: 6TH EDITION D L/120
<br /> I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ON
<br /> DESIGN MANUAL MAXIMUM ALLOWABLE SPAN: 15.01,
<br /> HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON F.ABBREVIATIONS: SITE SPECIFIC DESIGN SPAN: 14.00'
<br /> TYPE M OR S MORTAR THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 6. EXISTING 4"CONCRETE SLAB&FOOTING PER SECrION'A'OF GENERAL
<br /> 2.ALL MORTAR SHALL BE OF TYPE M OR S. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT NOTES.EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE
<br /> 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. LOADS FROM THE PROPOSED ADDITION FBC Plans&Eri Engineering
<br /> MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 1.TYP--TYPICAL g g
<br /> 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ZSIM--SIMILAR Services,Inc.
<br /> REINFORCEMENT WHEN GROUT POUR EXCEEDS Y-0"IN 3.UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101
<br /> HEIGHT. 4.CONT-CONTINUOUS Zephyrhills,0.33542
<br /> 8Fax:1-(RESPONSIBILITY
<br /> C.ALUMINUM: : 66
<br /> 5.VIF--VERIFY IN FIELD Phone: 813)788-5314
<br /> 1
<br /> I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G. )-
<br /> 824-7894
<br /> MINIMUM REQUIREMENTS OF6005-TSFOR ALLOY WITH 1.ALL SITE WORK SHALL BE PERFORMED 13YALICENSED ALUMINUM STRUCTURAL MEMBERS Website:www.fbcplans.com
<br /> MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING email:erb@fbcplans.com
<br /> 2. WHERE KJCK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. HOLLOW SECTIONS
<br /> 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
<br /> 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 2:---------------------------------------2"x 2"x 0.044" DRAWN BY: W.P.
<br /> SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 3 x 2:---------------------------------------3"x 2"x 0.050" DATE: 7 27 20
<br /> STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR CONDITIONS. 2 x 3:---------------------------------------2"X 3"x 0.050"
<br /> 3.
<br /> ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 3:---------------------------------------2"x 3"x 0.070" REVISION: DATE:
<br /> FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 201E 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 2 x 4----------------------------------------2"X 4"X 0.050" LL WORK SHALL COMPLY WITH PR
<br /> PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR
<br /> INC.WASMNGTON D.C.THE 2014 FLORIDA BUILDING CODE, 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 2 x 5:---------------------------------------2"x 5"x 0.050' ODES FLORIDA BUILDING CODE, R
<br /> 5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER ON INFORMATION PROVIDED BY THE CONTRACTOR AND NATIONAL ELECTRIC CODE, RO 2
<br /> 20 ALUMINUM).
<br /> MANUFACTURER OPEN BACK SECTIONS ND THE CITY OF ZEPHYRHILLS 4. WHERE ALUMINUM COMES INTO CONTACT'WITH STEEL,OR S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
<br /> PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD 1 x 2:----------------------------------------1"x 2'x 0.045"ORDINANCES
<br /> RO 3
<br /> SEPARATION. ENGINEERING PRACTICES. 1 x 3:----------------------------------------1"x 3"x 0.045" RO 4
<br /> 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
<br /> THAN#10 SMS 6"FROM THE ENDS AND I2"ON CENTER,IF H.MISCELLANEOUS: SNAP SECTIONS REVIEW AUG 1 1 #20_0715 218
<br /> USING#12 SPACING MAY BE 24"ON CENTER. 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 2 Snap:- -------------------------------2"x 2"x 0.045" DATE 02OPROiECT ADDRESS:
<br /> 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 3 Snap:--------------------------------2"x 3"x 0.050" CITY OF
<br /> SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING WITHOUT A MANUFACTURER'S HOST BEAM. -----2"X 4"x 0.045' zEPHYRHI
<br /> 2 x 4 Snap:---------------------------- PLAN EXAMINER
<br /> "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM BOB DE ROSEAU
<br /> SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACID SO IT IS SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 35981 SADDLE PALM WAY
<br /> VISIBLE WHEN PANEL IS INSTALLED. ON THE MANUFACTURED HOME SELF MATING(SMB) SRVERADO RANCH
<br /> D.FASTENERS: 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2x4SMB:----------------------2"X4"x 0.044"x 0.100" ZEPHYRHILLS, FL 33541
<br /> I.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 5 SMB-----------------------2"x 5"x 0.050"X 0.118"
<br /> 30018-8,WITH STANDARD FLAT WASHER UNLESS BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CO DE CONTRACTOR:
<br /> MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE R 4501.17 IN ITS ENTIRETY. 2 x 6 SMB:----------------------2'x 6"x 0.050'X 0.120'
<br /> WITH ACQ PRESSURE TREATED WOOD. 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2 X 7 SMB:----------------------2"x T'x 0.057"x 0.120" OWNER
<br /> 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD CONTRACTOR 2 x 8 SMB:---------------------- 2"x 8"x 0.072"X 0.224"
<br /> FLAT WASHERS AND NUTS. 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 2 x 9 SMBr---------------------2"x 9"x 0.072"x 0.224"
<br /> 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, HAVE EPDXY ADHESIVE TO CONCRETE OR IF,USING GROUT, 2 x 10 SMB:-------------------2"x 10"x 0.092"X 0.374"
<br /> TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSURE BONDING AGENT IS USED FIRST.
<br /> 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
<br /> HOT DIPPED GALVANIZED. NOTES
<br />
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