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HomeMy WebLinkAbout348 Appaloosa Ct (2)-v Job Address:. Parcel ID:1 k 2-,0 -3 ` G,NQ Type of Work: New ❑ Addition Description of Work: �1 ' r_.,•r :,:',P ;` drew � '^'�"f � `d FEB 0 $ 2018 "1 ' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: kI --1 - Documented Construction Value: S �r 93g-Gj � _C , �kACMA rFL; LTg3 Historic District: Yes ❑ No ❑ D t Residential EA Commercial ❑ Alteration ❑ Repair ❑ Demo � Change of Use ❑ Move ❑ Plan Review Contact Person: A� Yy 1lwx-'� Title: c�jf �it as S (SUJ\1 Phone:( 21en �4 9 - �,9,g Fax: 0 Email: tk S km l @�C eC (' V ) J\'s . C-M Property Owner Information f \ r Name �, S t�� Phone: l `t D�' 12 5 C'0- 3 `"J Street: - -,n -A I) p Uyt �. h�1 `t , Resident of property? : ,vl-(A City, State Zip:�(i�V�-F(% - ^, �� " Contractor Information Name l n ,I f XtI I iA i S .0 lI`tf.- a l lc Phone: oil 9� 99� Street: Fax: Jt3 O'U City, State Zip: D-Q SR A State License No.:DCA C) i Fi zz D�) Name: Street: Arch itectlEng ineer Information Phone: Fax: City, St, Zip: E-mail: _ Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction o in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"1 Edition (2014) Florida Building Code � y Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this, property that may lie found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Prin ntractor/Agent's Name ig Q A,J - -5-10 Signature of Notary -State of Florida Date ZNETTE M BLAND • , Notary Public - State of Florida ' + Commission # GG 17NC,^ yf s e" My Comm. Expires Jar, ' c 2;:;2 Bcrded:hrough sacra +_ Co ntr own to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING:XX- I (6 UTILITIES: ENGINEERING: COMMENTS: Fff!9 Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 17 7,- C. -tg Revised: June 30, 2015 - Permit Application C� CFL Screens Estimate Phone: (407) 995-6005 1 Address: 2845 Enterprise Rd Suite 102A DeBary, FL 32713 Sarah Smith (407) 256-3511 sesmith123@hotmail.com 348 Appaloosa Ct., Sanford, FL 32773 Entry #295 Status Accepted "Bill To" Different? No Send Copy to Someone? No View Customer Contacts? No Permit? Yes Permit Engineered Drawings NOT YET REVIEWED - Sarah Smith Engineered Drawings.pdf Sarah Smith Engineering Application Part 1.pdf Sarah Smith Engineering Application Part 2.pdf Sarah Smith Rough Layout.pdf Page 1 of 8 Paying Via Credit Card: No Deposit: $4,975.50 1 Final Payment: $7,463.25 Cost Notes: Janai roof to attach house above divider line between 1 st and 2nd story If no Work has started on project and the customer decides not to follow through with project then a full refund will be given within 30 days by mailed in check. Total Project Cost: $12,438.76 Paying Via Credit Card No Deposit image.jpg I, Sarah Smith, agree that I have read and understand the above contract and terms applied. I understand that if I am required to pay a deposit of $4,975.50. 1 agree to be present upon completion to do a walk through with the foreman and pay $7,463.25. If I am not required to pay a deposit I will pay $12,438.76 to the foreman after the walk through. Email To Customer? Yes Signature Of Homeowner Page 8 of 8 THIS INSTRUMENT PREPARED BY: 111111111111111111111111111111111111111 Name: Jared Jacobs GRANT MALOYi' SEMINOLE COIJNTY Address: Rd CLERK, OF CIRC:I.IIT COURT t, COMPTROLLER Dubai y, Ft 32713 BK 9065 Ps 200 (1P9s ) CLERK'S Y 2018010080 RECORDED 01126f2018 12:47:19 Pl7 NOTICE F COMMENCEMENT REC:ORDEDGBYLhdevor`e Permit Number: Parcel ID Number. 18-20-31-506-0000-1010 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DLEWIMON OF PROPERTY: (Legal description of the property and street address if available) BAKERS GROSSING PHASE 2 2. GENERAL DESCRIPTION OF IMPROVEMENT: Building new pool enclousre 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Sarah Smith 348 APPALOOSA CT SANFORD FL 32773 Interest in property: Owner Fee Simple Title Holder (if other than owner listed above) Name: Address: 4, CONTRACTOR: Name: Central Florida Screens LLC Phone Number. 4079956005 Address: 2845 Enterprise Rd. ste 102a Debary, FL32713 5. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by 8ecttin11, 713.13(1)(a)7., Florida Statutes.R(a� , Name: Phone Number - Address: 8. In addition, Owner designates of CaN to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is sp ed) 621k6 WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Lessee. or Owner's or Lessee's (Print Name and Provide Signatory's Titk&Office) Autlhorize LOMeer/Director/Partner/Manager) State of "� County of The f oing ins rume was acknowledged before me this day of t'-L1 , 20 by �-� ��� Who is personally known to me ❑ OR Name of person making statement who has produced identificatiog-Q-- o identification produced: ►1 �t�� , RY P'Alfl- V �' ' CHRISTIE ROTH Notary Signature ,,� MY COMMISSION # FF992849 11iRF011 EXPIRES May 16, 2020 (407) 398-0M153 Florida NotaryService.com NOTES: Boundary LAND 1 THIS BOUNDARY SURVEY WAS PREPARED FROM TITLE OR OTHER INFORMATION FURNISHED TO THIS SURVEYOR THERE SURVEYORS And 4%5 MAY BE OTHER RESTRICTIONS RECORDED OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY - PROPERTIES LB ARE SUBJECT TO ALL COVENANTS, RESTRICTIONS, EASEMENTS AND SETBACKS OF RECORD, Mapping 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN SEPTIC IF SHOWN IS * . Associates, Inc. 3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON OR USED BY ANY OTHER ENTITY. SURVEYS ARE NOT TRANSFERABLE 4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 109 WEST ORANGE STREET BOUNDARY LINES. BOUNDARY BEARINGS AND DISTANCES ARE SHOWN AS PLATTED UNLESS DENOTED AS MEASURED ALTAMONTE SPRINGS, FL. 5 BEARINGS ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB) 32714 6. PROPERTY HEREON LOCATED IN ZONE - X' PER L 0 M R. 08-04-1407 A DATED 02-05M PH. (407) 696-1155 7. BUILDING LINES SHOWN, REPRESENT BUILDING WALLS. EAVES, IF ANY, NOT LOCATED OR SHOWN Properly Address: 348 APPALOOSA COURT TRACT "B" OPEN AREA REC 1/r r: OFF RB I.C. METAL » vv vv SHED ON o v v ONCRETE oovv r o00 DODO Tin 0 0 Gsrl o O JC m O O �n � LOT 101 0 � REC 117 R8 LB 6393 S:OFF N `NEIGHBORS WOOD DECK 0 30 60 N 90000'00" W 110.00' (P) 1 IT:OF REC 11r Z R8 LB 6393 \ 7� 0 TRACT "B" ® �y OPEN AREA 53.1' 3' a O COVERED J ENTRY 2.3' S v =y REC o O. X-CUT lY 23v vv 11ON 2 STORY BLOCK v vvvvvv WALK E RESIDENCE 9 348 vv a v v o v v v v oa vv �vvoo vvvvvv 0 1 v v 0� oo vavo vry o o v v vvv o�o�o v 53.0' o000 ov voovo ov •a o• o �C10 ar:o 0 CURVE RADIUS DELTA ANGLE C1 50.00, 36°18'49• E (BB) ( R.) 115.25' (P) %ELT 1 8' ON p WALK I LOT 100 ARC LENGTH CHORD LENGTH 3169' 31 15' N 90"00'00" W 25.00' (P) REC NO — — I REC NO, PCP 4671 PCP 4671 i CIL APPALOOSA COURT I I I CHORD BEARING 1 S 44'36'46' W OD IV v O I =� • REC ND PCP 4671 DESCRIPTION: LOT 101, BAKERS CROSSING PHASE 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 62, PAGES 97,98 AND 99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CERTIFIED TO. JOSHUA L SMITH AND SARAH E. SMITH ANGEL OAK FUNDING, LLC PROFESSIONAL TITLE AGENCY, INC. FIRST AMERICAN TITLE INSURANCE COMPANY REC - RECOVERED LEGEND a v v v v PAVERS 1 This is a digitally sgned and sealed drawing of a I PON PI . IRON v o v o BRICK PPE CONCRETE a v o v v boundary survey pe formed under the d rect on of JOB NO.: 16-1373 I C - IRON CAP A C M CONCRETE MONUMENT PRC POINT OF REVERSE CURVE \\` `11\II the undersigned Survey authonzed on or W. �� ,�_•••,,.... 'T1 t• T <� '•fi /' NaD - NAIL 6 DISC RP. -RADIUS POINT ` rC+ i about the date of the survey shown hereon and �+',:t'F ��•� �t•.;1` DATE: RB REBAR R RAottl$ ..0 certified only to those persons andior entlbes listed �: ' FIELD: 0&15-16 RAD RADIAL L • LENGTH OF ARC N.R - NOT RADUU. SE - SIDEWALK EASEMENT (P) - PER PLAT EASEMENT hereon The boundary survey meets the minimum No 6?t1 technical standards as set forth by the Florxla Board SIGNED: 06.16-16 U.E: UTILITY MEASURED of Professional Surveyors and Mappers 7 Chapter (M) - AS D E ORAINAA EASEMENT (D) - PER DESCRIPTION LE, LANDSCAPE EASEMENT \ ` 5J-11 F A C. pursuant to sedbn 4T2-027 Flordar . J IAI F. II = — CAD I DRAWN BY: TJP CREW CHIEF: RP (C)-PERCALCDLATION PE- POOLEOUIPMENT 0 L. -ONLINE PP- POWER POLE POL -POINT ON LINE 9 - CHAIN LINK I WIRE FENCE stalutes F'•, A, / i�F /4 't • ...... '�.+R- / SLift I �\ //// P O B. - POINT OF BEGINNING E_ WOODEN FENCE T f l l l l 1\\\ CHECKED BY: RWJ P 0 C POINT OF COMMENCEMENT $_ . VINYL FENCE RODNE W JACKS PSM 6281 PC • POINT OF CURVATURE _/4_ ALUMINUI FENCE P.T. -POINT OF TANGENCY Not without the signature and the original raised seal of a Fbrda licensed surveyor and mapper R/W . RIGHT-OF-WAY valid LIMITED POWER OF ATTORNEY Date:011 / bb l'J1z,2UA I hereby name and appoint: William Roth Jared Jacobs David Judkins and/or LaShani Meyers, an agent of Central Florida Screens. LLC, to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor Or AZ The specific permit and application for work located at: -4-9, A Gfj rk,L.H � R 0t,, S OL V.-CAA G-1 (Street Address) Expiration Date for This Limit License Holder Name: Alvan State License Number: CGC: Signature of License Holder: STATE OF FLORI COUNTY OF U I INv,) (PL-- The fore oing instrumentwas ack owledg before me th day of 20 17 by -- �%%1� ' �� who is _ personally known to me or who has produced as identific on and who did (did not) take an oath. c :16� ignature of Notary Print or type Notary name Notary Public - State of V '' Commission No. — My Commission Expires: GKRP�TIE ROTH _ F992849 MY coNA ss;c?N # F EXPIRES m4ry 14-, 2020 .�) 398-0153 RECORD COPY General Notes A. CONCRETE & FOUNDATION DESIGN: L ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBF..RNIESH (3/4" PER CUBIC YARD MTN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALI, SLABS ON GRADE SHALL BE 4" THICK WITH PIBERMESH. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, 93 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM. "THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE L- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN 3/4". AIR ENTRAINING +/- I % - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: CONCRETE MASONRY UNITS (CMU3) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE OF TYPE M OR S. 3, ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4_PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 3. STRUCTURAL. ALUMINUM DESIGN CONFORMS TO "PART 1-.A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR. ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, FNC.WASHINGTON D.C. THE FLORIDA BUILDING CODE 6TH EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING 912 SPACING MAY BE 24" ON CENTER. 6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. (ACRYLIC/GLASS WINDBREAKERS INCLUDED) D. FASTENERS: i. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE. SIMPSON, HILTI, RAWL, TAPCON. REDHEAD, DYNABOLT, OR APPROVED EQUAL. 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. S. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE 45 OR BETTER ZINC PLATED. S. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185. 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 ASCE 7 -10 AA ASM35, AND SPEC, FOR ALUMINUM PART 1-A, & 1-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16, 20 AND 23) 6TH EDITION CURRENT ALUMINUM DESIGN MANUAL F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. I. TYP --TYPICAL 2. SIM--SIMILAR 3. UON -- UNLESS OTHERWISE NOTED 4. CONT--CONTINUOUS S. VI --VERIFY INFIELD G. RESPONSIBILITY: 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER, S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. Ii. MISCELLANEOUS: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 6TH EDITION R 4501.17 IN ITS ENTIRETY. 3. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4" DIAMETER X 1-3/4" EMBEDMENT & 24" O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW WHEN IN WOOD & #10 X 1/2" EMBEDMENT SMS OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. IU15 llC.JI.KlY1lU1N: JUKP.I;LN KUUIVI - JLK!✓C1V/YUUL t,l)IULUJUKh DESIGN DATA: 2" Ire 1;�i , , �:.n-,� F0 g 2018 �BY- 1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 2. RISK CATEGORY 1 3. WIND EXPOSURE B 4. WIND LOADS: SCREEN ROOF: 6 PSF SCREEN WALLS: 23 PSF SOLID ROOF (MWFRS): 20 PSF 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH: 0.68 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE. STRESS DESIGN: 0.6 7. LIVE LOAD: 300 lb. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 200lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 8. EXISTING 4" CONCRETE SLAB, W/ 6"X6" LINEAL FOOTER W/(1)#S ,3000 PSI CONCRETE W/ 6"X6"-#10WWM OR FIBERMESH OVER 6" MIL POLYFILM W/ EDGES LAPPED 6" & TAPED, OVER CLEAN COMPACTED SOIL SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 9. SCREEN ROOF TYPE: DOME 10. SOLID ROOF TYPE: 3"748"X.024 COMPOSITE PANEL ROOF FL 7561-R3 OR EQUIV. ALUMINUM STRUCTURAL MEMBERS HOLLOW SECTIONS 2 x 2:---------------------------------------2" x 2" x 0.046" 3 x 2:---------------------------------------3" x 2" x 0.050" 2 x 3:---------------------------------------2" x 3" x 0.050„ 2 x 3:---------------------------------------2" x 3" x 0.070" 2 x 4:---------------------------------------2" x 4" x 0.050„ 2 x 5:---------------------------------------2" x 5" x 0.050„ OPEN BACK SECTIONS 1 x 2:---------------------------------------- 1" x 2" x 0.040„ 1 x 3:----------------------------------------1" x 3" x 0.045" SNAP SECTIONS 2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045" 2 x 3 Snap: ---------------------------------2" x 3" x 0.050" 2 x 4 Snap:--------------------------------- 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB:---------------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:---------------------- 2" x 5" x 0.050" x 0.118" 2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0.120" 2 x 7 SMB:---------------------- 2" x 7" x 0.057" x 0.120" 2 x 8 SMB:---------------------- 2" x 8" x 0.072" x 0.224" 2 x 9 SMB:---------------------- 2" x 9" x 0.072" x 0.224" 2 x 10 SMB:------------------- 2" x 10" x 0.092" x 0.374" REVIEWED POR CODE COMPLIANCE C� PLANS EXAMINER � . (. iI DATE SAMEC-AD-SUI.LDING_DIVISION ?FRMIT 19bUIED SHALL RE CONSTRUED TO BE A NSE Tb PhoORD WITH THE WORK AND NOT AS 1THOFI" TO VIOLATE, CANCEL, ALTER OR SET 3E ANY bF THE PROVISIONS OF THE TECHNICAL LS, NOh 9HALL- ISSUANCE OF A PERMIT PREVENT tHt RUILOINO OFFICIAL FROM THEREAFTER bUINW A CORRECTION OF ERRORS IN PLANS, 61d TIdN OR VIOLATIONS OF THIS CODE �J�LDING S tt4F O ZD #1 8 - 7 7 5 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 6TH EDITION . I, H 0EA��� � (� • �, � � • � mow` t-,y 11 a V • �,,: 0 ° Al, �i- .-. a �L/ +'q. of n e• wl C k6 fo 'ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 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 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephvrhills, fl. 33S42 Phone: (813)788-5314 Fax: 1-(8 6 6) -8 2 4-7894 Email: erb@Ibcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 02-01-2018 DRAWN BY: DRAYTON I REVISION: I DATE: RO 1 RO 2 RO 3 PROJECT ADDRESS: SMITH 348 APPALOOSA CT SANFORD, FL 32773 CONTRACTOR: CENTRAL FLORIDA SCREENS, LLC NOTES VA-Ij- ON SID WALL., ELEVATION HOST TRANSOM WALL W////// 7' SUPER GIITTER.. HOST :. X JC iX.G ru co I I — 5 1Xc rV w X I I F z 3 1 ru X G) 1-1 "o I w Ix' -cc x -X r r f X Z u w x m < 2x4 n I— 17' SUPER Sf4B 7" SUPER x. 3X3n I GUTTER GUTTER I 2x4 SMB I 2x3w/lx2 r') n; x I o x X ;• I x I I ro I r,Ill I \ I X X .: ro I I 2x4w/Ix2 —J 2x3 <N:_L BRACING TYP. 3'-0" 6'-4" 0 BEAM TO UPRIGHT C6 TOTAL ' LEVAi1LN. SIDE WA L ELF VATi11N TRANSOMIWALL 2x3w/lx2 EAVE RAIL TYP. u X i �IX N V, �-�2 J1 r7 x (:I 7 7' SUPER ........... GUTTER ELEVATION FRONT wALI_. E,A,VE RAID_ r'x3w%lx 2x3 <<` 2x3 - x3 �A �I RF`�1� 2x3 u; \ N / ID X x X ' X3 rx:3 Y'3 ' X3 x Ill F XiJ 1NU 4- JL'17 Wl o xo L:NLHL r L:U I LIc I I r. V EVA 717N DE - -ILL. 6'-4", 3'-0" Q' _ d" I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 6TH EDITION DO00U 0. Q° . B%F ,SSI_ _AL_E EE SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 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 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 'Lephyrhills, fl. 33542 Phone:(813)788-5314 Fax: 1-(866) -8 2 4- 7894 Email: erb@fbcplans.com Website: w•ww.fbcplans.com C.O.A. - #29D54 DATE: 02-01-2018 DRAWN BY: DRAYTON REVISION: DATE: RO 1 RO 2 RO 3 PROJECT ADDRESS: SMITH 348 APPALOOSA CT SANFORD, FL 32773 CONTRACTOR: CENTRAL FLORIDA SCREENS, LLC ELEVATIONS S-2 I HEREBY CERTIFY THAT I HAVE REVIEWED (5)-#14x 3/4"SNIS THIS PLAN AND FOUND IT TO BE IN OPTIONAL:1•'TOH HOSPENT ATTACHING ANGLE TO BEAM PURLIN COMPLIANCE WITH ASCE 7-10, BACK ATTACHED CONCRETE HOST EACH SIDE (1" MIN. SPACING) &FBC, 6TH EDITION wEW OR LAG WITOPTION #1 2"x_PURLINS SEES-2FOR 1/8'(t1GA. ALUMINUM hh 9g SCREW OR LAG WITHIN 6" / ( ) UPRIGHT WEB LAPPED OVER PURLIN 1 j n 6 o E SIZE ATTACHED TO BEAM GUSSET PLATE (2X HEIGHT) 3 OF BEAM & @ 24" O.C. MAX % ) W/ (4) #1OX3/4" SMS EACH SIDE BETWEEN BEAMS / w/MIN (4) #10 x 1 X2" SMS ,, B #12 $MS 2"x3" SPECIAL MAY BE USED IN LIEU _%@ C-, D EA -1, NOTE: , OF2"x2"W/1"x2"COMBO °••eeaoeeoae .¢+'�, • o e • 1 �r 2" x 2" xO.045" EAVE RAIL MEMBER O �'a \/ ae C eo asl' a = • •`, My (UNLESS OTHERWISE NOTED ON O• a`x' �" o J e g ,b • `, y, �, S-2) ATT'ACHF,D TO PIIRI.IN W/ (2) #.� �° eo C�� �� •• �� o • s ,L N S� • • `, 9p-O #10 X 4" Sh15 THRU SCREW BOSS cg a a 0 ! • • 1 y 1'X2"X0.045" OPEN BACK •rn \ e a [B) - 1/4" p CONCRETE SCREW G i �, '`, •_j ATTACHED 1'D PURLIN W/ (2) NOTCH POrr ,a AS NEEDED J • O• $'--`�y O !�, • • ° ° • `, #1OXl-1/Z"SMS INTO SCREW Ili ° W/ 1-1/2" EMBEDMENT INTO • BOSS "' e f\ MASONRY ! 1`I �n O • O •441 (1-1/2" MIN. SPACING ,, ATTACHED OPEN BACK UPRIGHT 9 /) • OR F A'I'1'ACHEU T02"X2"xe.o4>- ✓'� (B)- t/4" ©X Z" LAG SCREWS SLOPED OR FLAT 'a` ti'Sy TN EAVE RAIL MEMBERJ •o°o ✓� \'Oa°0 INTO WOOD (1" MIN SPACING) ROOF' BEAM (SEE 1 �� ,1V,XN'YP #10X1-1/2" SMS (TYP 2 LOCATIONS) SHEET S-2 FOR SIZE) ('Y gY.Ei @ 12" O.0 s ° e a o ° 0i k�a 53 Si •� P PURLIN ATTACHED TO EAVE RAIL \ r BEAM "B' NOTES: z';XZ"X 0.1ZS"ANGLE W'/2"xT'xUa25"INTERNAI. ��®� J R�� 1. THE MINIMUM EDGE. EA. SIDE OP BEAM ,Syf� RECEIVING CHANNEL OR PROF SeS� A % 'EER SEAL 2X4 1 DISTANCE IS 3" FOR MASONRY EXISTING HOST STRUCTURE\T EXTERNAL 0.125" ANGLE CLIP ATTACHED A 2x5 2 STRUC'TURES. (CONCRETE, GROAT FILLED W/(3) #12x3/4" SMS EA. LEG - 2. IF CMUORWOUO) NOTES: ENGINEER OF RECORD 2x6 2 USED, USE TWICE THE NUMBER Zx7 3 "B" ANCHORS INTOTHE HOST STRUCTURE. ALL MINIMUM 2x8 3 SPACING SHALL BE APPLICABLE. 2X9 3 S2 BEAM TO HOST TO CONNECTION DETAIL 2CID 4 S-3 SCALE:NTS EDGE MEMBER BEAM"B" "N" "N1" "S1" "S2" "S3" "S4" 2X5 16 5 4 1 T" 1T' 10" 5" 2X6 18 6 5 1" 1-1 16 12" 6" 2X7 20 6 6 1" 1" 14" 7" 2X8 1 241 7 7 1 b" 1' 16" 8" 2X9 32 10 8 1 11" 18" 9" 2X9 H 32 10 8 116" lb" 18' 9" 2X10 40 13 9 1 y" 20" 10" 1. "N" NUMBER OF SCREWS IN ANY 2'x3" EAVEHAIL DIRECTION. 1-1/2"x6"0.125"FLAT BAR �.ZY, OPTION #2 David W. Smith P.E. 2. TOTAL NUMBER OF SCREWS PER W/ 6 #12x3/4" SMS JOINT EQUALS 4 TIMES "B". 3@ EAVE RAH. e FLORIDA LICENSE NUMBER: 53608 3. PLATE WIDTH SHALL BE 3@ POST DETERMINED FROM ANGLE OF PURLIN Thomas L. Hanson P.E. BEAM AND MIN. SPACE. REQIIIRFD. FASTEN RECEIVING CHANNEL TO BOTTOM OF EAVE RAIL o 0 0.060" RECEIVING CHANNEL 4. GUSSET PLATES EXTERNAL/INTERNAL W,/(4) 4120/4" SMS (1'x2" xPOST SIZE) FLORIDA LICENSE NUMBER: 38654 5. INTERNAL SCREWS FOR PURLIN ATTACHED ro POST CONNECTIONMAY BEINCLUDED IN i i W/(3) #12x3/4" SMS EA SIDE Mark Ronald Dunn TOTAL NUMBER OF SCREWS. -OR- l Jr. 6. GABLE SPLICE WILL HAVE THE ALUMINUM UPRIGHT i USE 2"x2"x0.125"ALUMINUM ANGLE BOTH SIDES OF POST ATTACHED P.E. SAME PATTF..RN. j W/(3) #1.20/4" SMS EACH LEG. FLORIDA LICENSE NUMBER: 73968 OR PURLIN (2) #lOX4" SMS INTO SCREW SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL Joel Falardeau P.E. BOSSES FOR EDGE MEMBERS 412 SMS BEAM SPLICE GUSSET DETAIL SCALE: NTS SCALE: NTS FLORIDA LICENSE NUMBER: 70667 ---- ------ Erik Stuart P.E. 1 FLORIDA LICENSE NUMBER: 77605 •• 0.125" FLAT PLATE FBC Plans & Engineering OPTION # 1 ®.° W/ (12)#10X3/4" SMS Services, Inc. • i OR (8) #14X 3/4" SMS • 1 I i I (MIN. 1/2" EDGE DISTANCE) UPRIGHTWEB LAPPED OVF-R PURLIN 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 13EAM SCREWS #12 X 2" SCREWS @ W/ (4) 412X3/4SMS EACH SIDE Phone: (813)788-5314 2' X4"SMB 6 2"X5"SMB 6 BEAR ATTACHED ( SEE TABLE FOR 12' O.C. MAX AND 2"x2" EAVE RAIL SECTION Fax: 1- 866-824-7894 ( ) 1 2"X6"SMO B OF #14X 3/4" SMS) (4) @EACH BEAM STRAP O O (UNLESS OTHERWISE SHOWN Email: erb@Ibcplans.com I EDGE MEMBER 2"X7"SMB B oo ONS-2)-X17ACHEDTOBEAM _/ #12 X 4" SMS 1-1/4" Website:www.tbc lans.com p OR PURLIN 2.' X 8" Sh16 1.0 2"X9"SMB 10 2" x 2" EAVE RAIL SECTION 0oj (l1NLF,SSOTHF,RCYISF,SHOWN #12X4"SMS1-1/4" ^- (4)1OX 2" SMS INTO SCREW' PRENE WASHER C.O.A.-#29054 2"x10"ShIA 12 00 ON S-2 ATTACHED TO BEAM W )-� / NEOPRENE WASHER 1" X 2" OPEN BACK EAVE C. PER PANEL , 00 (4) lOX 2" SMS INTO SCREW o BOSS 8" O.C. PER PANEL. AAILATTACHED TO UPRIGHTn/(z) DATE: 02-01-2018 1"X2"OPEN A 010x 1. Y"SMS INTO SCREW #12X2-SCREWS0 RAILATTACHED TO -1'xsx6•vnOTU ExrRflaEDcuTi[R BOSS 12"O.G MAXANDOSITE UPRIGHT w/(2) PMCI ET (fIUCKNESS OF LEG 0 LhG $CRLlYSHAI,L #lOXl"Sh1524"C/C (4) (d EACH BEAM STRAPROOF PANEL N BY: D YT N - #10x1 Y"SMS INTO SCREW LONG LEG. SRAL.L e.E n.o2^.'Mlp 3"COMPOSITE BOTH ENDS SIMILAR BOSS e" 1.-1- Iv/ i+) ROOFPANEL SEE PLAN FOR #10XIY"SMS 24"C/G INTOf.O':T::R LIP UPRIGHT SIZE DATE: OPTION #1: 2" x 2" x PURLIN SEE PLAN FOR UPRIGHT SIZE F-wiv-1.ilk 2" x H" SMB X2" X0.045" OR 1:X2"XO,U45 OPENBACKW 41 / L .#10x2"2"XY' 2"REVISION: - XH" $MB2' CARRY/EDGE BEAM RO1 DEPTH RECEIVING CHANNELW/ X0.045" OR Yx2"XU.04s OPEN BACKW/L4)#1OX2" CARRY/EDGE BEAM R (2) SCREW BOSS POA & W/ oR(z)#loxz'FORrxr'&w/oo (SEE SHEET S-2 FOR SIZE) (4)#1OX3/4"EA.LEGATTACHING THRU SCREW BOSS FOR2"X2••(SEE SHEET$-2FOR (z)#t2@GUrersRRAf,KET 00(4) ROZ PURLIN TO BEAM OR EAVE OR(2)#lOX2"FOR1"X2'.gVY/ 00 1 SIZ,F.) &.a24"O.CFASIDE.. o0(2)#]2@GUTTERBRACKFT 3/B" MEMBER I&@24"O.0 EA SIDE. 00 (4) 3/8" 2"x2"xl/S"X3"ALUMINUM THRU BOLTS,R03 00 1 1THRU RECEIVING CHANNEL MINIMIIhf(6) B' X3"ALUMINUM B�LTS, (6) 412 x3/4"SMSEASIDE D60REC.CIIANNELMLN. RECEIVING CHANNELNIINIMIIMWASHER NUTS INTO BEAM&(8)INTOGUTTER 7")�\ PROJECT ADDRESS: #12 x3/4"Sh15I,"=.. BEAM&(8)INTO CUTTER SUPER GUTTER 5 OR7 2 X2"XU.125ANGLEW' fi #iOR '25"OR7"X0,250" /() 6WASHER/NUTS WIDTHINTO RACKET OREXI "OA i"X0.2S0"6'VYIDTH X3/4"EALEG(R•p)hhA BEAMSI/(4)# CEA BEAM W/(4)#lz X3/4" UPRIGII'P OR POS'P SMITH j r / 2"XYR0.125 ANGLE W/(6)#12 X3/4•' EA LEG (typ) - aUllEDX0.250R BRACKET @EA BEAM W/(4)ii12X3/4" UPRIGHTORPOST NTO TTER LIP ; (SEE SHEETS-2 348 APPALOOSA CT / SMS WTO GUTTER LIP I , SEE SHEET S-"L ( FOR SIZE-) SANFORD, FL 32773 OPTION #2 FORSI'LE-) / NOTE: SEE DETAIL AI/S-4 FOR REQUIRED 2x3 KNEE BRACING CONNECTION. NOT PICTURED IN ABOVE DETAIL. GUTTER BRACE & TRANSOM TO PURLIN ATTACHMENT DETAIL GUTTER BRACE & BEAM ATTACHMENT DETAIL N.T.S. CONTRACTOR: , N.T.S. -------------------- CENTRAL FLORIDA SCREENS, LLC DETAILS ROOF BRACING CONNECTION DETAIL SCALE: N.T.S. S-3 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN UPRIGHT COMPLIANCE WITH ASCE 7-10, A_11 ECONllARYANGLE MIN& FBC 6TH .EDITION (NINGSX3/4"ARY SMS3 .125" THICK (NOT REQUIRED FOR 2X3 = ^ J'f FASTENING SECONDARY ANGLE TO COLUMN (TYP MEMBER) e u � "xs ("^i E A.- EACH SIDE) PRIMARY 2" X 2" SELF -MATING BEAM �F °ejO960oo,=�. a o (B) -3/8" 0 CONCRETE SCREW X 0.125" ANGLE' 2) #12 X 3/4" SMS FASTENING SHALL BE NOTCHED, FOR UPRIGHT i i `� o° c t, `:� o'Ae° ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE "�+, `�r• � ANGLE(-IYP EACH SIDE,) (SEE, O (TYP EACH SIDE,) � o TABLE) O r OPTION #1 Xm O 1." X 2" BASF. MEMBER/B.. EACH SIDE) 2"x3" EAVE RAIL SECTION I i TI ® o ` ® ' Q (TYP (UNLESS OTHERWISE SHOWN BEAM SCREWS (4)#10X1 Y2"SMS '•" ®• o t e. ® '` 2-1/2" ANCHOR SPA . d (1) - 3/8" 0 CONCRETE SCREW ANCHOR INTO PRIMARY ON TO BEAM W/(4) #10x2" SMS INTO SCREW BOSS O O 3;a' 2"X4"SMB 2• x S •'SMB B B INTO SCREW BOSSES OPTION i , p��L� o 4U MIN TYP SEE TABLE (MIN) ( )( ) 3" (MIN)" ANGLE AND @ 1 4" 0 CONCRETE SCREWANCHOR@ 2"X5"ShtB 2"xB"SMB 10 12 i i ga ; r - 24"O.C. BETWEEN COLUMNS 00 1" 2"X9"ShtB 12 1 4 / Concrete Screw - (TYP EACH SIDE) NOTES: 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY 1"x2" OPEN BACK EAVE RAIL A'PTALHEU TO L'PRIGH'I'i w/(2)#ACHE TOUPRIOs3 SCREW O _ i 2' 11 MIN. 2" X 10• SMB 14 ----------------- 2"X2' OR 2"X3" -----------------,- 0.0625' ALUMINUM INTERNAL 4r/ s�,> S n; ROFE 1 L E G ^ a° 6 a1 EER SEAL Column Anchor ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO TILE 1X2. MEMBER OR EXTERNAL RECEIVING e .. _ Size 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. 410x1-1/2" SMS 1z" o.c. 2" x H" KNEE BRACE i i CHANNEL W/ (4) #10 X 3/4" INTO ENGINEER OF RECORD B Min. S a p ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REOUIRED EMBEDMENT INTO CONCRETE FOOTING #12x3/4^SCREWS (SEE TABLE ABOVE) SF. F.. S-2 FOR SIZ.F. 5• ; ; i i INTO BEAM OR UPRIGHT. (2) #12X3 4"EA.LEG[NTOGIRTOR � -_ _ __.. David- YY. Smith P.E. 2x3 2x4 Column Size 3/8" 0 Concrete Screw Anchor B Min. Spa 2x5 1 S 2x6 1 4' 2x7 1 5" 2x8 2x9 '2 4" 2x10 I2 CONNECT KNEE BRACE TO YUKLIN - U U62" ANGLE CLIPS w WHEN A PAVER DECK IS PRESENT. i i 12 #12 3 4" SMS EA LEG FLOID RA LTCENNUM SE BER' S3608 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERSCOLUMN/BEAM APPROVED ON THE S-1 NOTES PAGE. 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE WI1H.060 RECEIVING CHANNEL 4'(MIN) UPRIGHT ---OR GUSSET PLATE FASTEN WITH (A)#12x3/4" S.M.S I ) x / ) UPRIGHT OR BEAM -SNAP Thomas L. Hanson P.E. CONNECTIONS AS 2X4 SHOWN IN TABLE. AT' EACH CONNECTION PT. OR SELF MATING OR 5, FOR A 2X4 POST: FOLLOW FASTENING DETAIL. ABOVE USING (2) NOTE: "A" SHALL BE EQUAL TO THE KNEE BRACE MEMBER DEPTH HOLLOW FLORIDA LICENSE NUMBER: 38654 2"X2"X2"X.12S ANGLE CLIPS ON EACH SIDE. USE (2) #12X3/4" SMS FASTENING COLUMN TO ANGLE CLIP (TYP @ EACH ANGLE CLIP) IN INCHES (I.E.A 2X4 PRIMARY BEAM SHALL HAVE (4) #12 SMS A'I' AL.[. PURLIN OR GIRT TO BEAM OR POST DETAIL Mark Ronald Dunn (4TOTAL SCREWS ON EACH SIDE OF POST) (TYP. CONNECTION POINTS). SCALE: NTS , J r. 6. FORA2XSPOST: FOLLOW FASTENING DETAIL ABOVE USING (2) Al UPRIGHT TO BEAMCONNECTION- ALI.WINDZONES P.E.1 E 2"X2"X2"X.125 ANGLE CLIPS ON EACH SIDE,. USE (3) #12X3/4" SMS $-Q. SCALP: NTS FASTENING COLUMN TO 3" ANGLE CLIP (TYP @ EACH ANGLE CLIP) FLORIDA LICENSE NUMBER: 73968 (5 TOTAL SCREWS ON EACH SIDE OF POST) JU Joel Falardeau P.E. 2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. SCALE: NTS FLORIDA LICENSE NUMBER: 77605 OPTION #1-A-36 STEEL FBC Plans & Engineering 3/16' CORNER GUSSET ANGLE BRACKET FASTEN WITH (9) #12 x 3/4 S." DOUBLE COMPRESSION CLIP MAY BY PLACED ON SLEEVES TOP OF DECK W/ (3) 3/8"X Services, Inc. CORROSION RESISTANT TO STRUCTURAL WALL MEMBERS 3"SLEEVEANCHOR 2500 PSI CONCRETE WITH 6272 Abbott Station Drive Unit 101 WELDED WIRE OR Zephvrhills, fl. 33542 5/16' EYE BOLT FIBERMESH • ' ��' . Phone: ( 813) 788-5314 W/DOUBLE NUTS LOCK NUTLWASHERS NOTE: OPTION 41. REQUIRED e " Fax: 1-(866)-824-7894 CORROSION RESISTANT t91a1,X3i;sMs FOR 4"SLAB. 4. a' Email:erb@fbcplans.com 0 o e e Website: www.fbcplans.com 0 e oeTION 41 HINGE LOCATION C.O.A. - #29054 e OPTION #1 -A-36 STEEL. e CLIP MAY BY PLACED ON DATE: 02-01-2018 /16' STAINLESS STEEL 4S` TOP OR SIDE OF DECK W/ 2" X 2" EXTRUSION 7/1 CABLE V/ MIN 3; s'eAnu:STARLE F F DOUBLE COMPRESSION (2) 3/8"X 3" SLEEVE roPOF UNLESS OTHERWISE 2" x 2" EXTRUSION (2) CLAWS •A enacARLeFN<iDN St.EEves ,}>NCRETE ANCHOR SHOWN ON S-2SHOWN UNLESS OTHERWISE DRAWN BY:DRAYTON amLess4' TEELCARLF N NOMINAL sl,Ae - HINGE. LOCATION DOOR ON S-2 MINIMUM d OPTIONAL REVISION: DATE: 45 DEGR d Ro 1 APPROX. a^Ricar 2"X2"X 1/8" EXTRUDED ANGLE a G ' D'r 4i"ANGLE d Side View C Ro z OPTION #3 OPTION #1 3 8" 0 x 3" MASONRY / PSI EW/ ANCHOR (MIN 3-3/4" OPTION #2 WEE WELDED WIRE OR WIRE RO 3 EMBEDMENT) FIBERMESH NOTE: WHEN USING OPTION #2 CONNECTION CABLE MUST BE 2 WITHIN 6" OF CORNER OR PRIMARY MEMBER. PSI 2'EL PSI CONCRETE W/ HINGE LOCATION PROJECT ADDRESS: 1" 0 (MIN) WASHER ' * 'EL WIRE OR 1" X 2" X 1/8" ANGLE BENEATH NUT = TOP OF FIBERMESH SMITH CONCRE E (4) #12 X 3/4" SMS 3/16" STAINLESS a NOTES: 348 APPALOOSA CT (TYP TOP AND SIDE) ® e STEEL CABLE G 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM. SANFORD, FL 32773 0 0 ® + 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM. STAINLESS 3TEE 1.-INU FIAT BA W/ e 1�' ALUMINUM FLAT BAR ' 3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5 8" SMS. FASTEN A CADIA STEEL CABLE . , �,�a 3/8" TE (2) 3/8 "0 X CONCRETE 'a 1" x 2" x 0.044" TO UPRIGHT W/#12 x 2" SMS @ 12" O.C. AND WITHIN 3" FROM Top View SCREWS (MIN 3-3/4" ✓ END OF THE UPRIGHT. 3/8" WELDED STAINLESS rMBEDMENT) ,. r-- CONTRACTOR: STEEL EYE. BOLT OPTION #2 OPTION #s NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON T'IT'EN TYPICAL SCREEN DOOR CONNECTION DETAIL CENTRAL FLORIDA SCREENS, LLC Side View HD 3/8" © SCREW ANCHORS WITH AN ALLOWABLE SHEAR CAPACITY SCALE: NTS OF 880 LES. W/ EDGE DISTANCE AND SPACING SHOWN. DETAILS i CABLE TO ALUMINUM MEMBER CONNECTION DETAIL S-4 SCALE: NTS l2 CABLE TO FOUNDATION CONNECTION DETAIL S-4 SCALE: NTSS-4 1­1 !' 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, BREAK FORM HEADER OR & FBC 6TH EDITION RECEIVING CHANNEL yy °1.k �. is C A •°eeeeo,0 4e . 410 SMS AT EACH RISER EDGE '✓ ®C�� •B• * ' FOR PAN OR #10 SMS @ BEAM Is ��: CZ- °• °e (%' THE SIZE AS UPRIGHT • �o t°r� 8" O.C. FOR COMPOSITE PANEL !� e C�/J ®�a TA48"COMPOSITE q • V p'� k12X4"SMS ROOFPANEL ° ® d SOLID ROOF 1 WASHER CN SNEOPRENE O.C.o PF.R �= j e J O•,,, o J 0 ' I PANEL�d, THRU BOLTS •^• e �Q�,'� . d OPTIONAL 2X_SMB/PA•rIO BEAM A 1" x 2" OPEN BACK ATTACHED (SEE SHEET S-2 FOR �' d 7fN O91 TO POST w/(2) 1 SIZEI1Dxl}'SMSRTOEDCF.BEAMw/ " ) PR4�FS LERSEAL 010 x 1 V' SMS 12" D.C. I 2X_SMBCARRIER (4)0.1OX3"INT° ENGINEER OF RECORD #10 SMS @ 8" O.C. � I „ �� FOR COMPOSITE PANEL BEAM �I I� scREweoss ' SEES 2 FOR SIZE David W. Smith P.E. (4) #10 SCREWS PER 12" ; POST �� �� FLORIDA LICENSE NUMBER: 53608 2X_ PATIO UPRIGHT WIDTH CONNECTING SEE S-2 FOR SIZE i (SEE SHEETS-2 FOR Thomas L. Hanson P.E. PAN TO HEADER (BOTTOM SIZE) OF PAN) (2) 1/4" MASONRY ANCHORS CARRIER BEAM TO POST CONNECTION DETAIL FLORIDA LICENSE NUMBER: 38654 PER 12" WIDTH CONNECTING ROOF PANELTO END BEAM CONNECTION DETAIL ark Ronald Jr. SCALE: NTS SCALE: NTs, HEADER OR CHANNEL TO HOST. MD P.E. ROOF PANEL TO WALL CONNECTION DETAILS FLORIDA LICENSE NUMBER: 73968 SCALE: NTS Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. NOTE:MINIMUM EMBEDMENT OP 6272 Abbott Station Drive Unit 101 ANCHORS INTO CONCRETE FOOTING SHALL Zephyrhills, fl. 33542 BE 2-3/4" ATALL POST LOCATIONS. ALL Phone:(813)788-5314 (1) - 1/2" ID LDT CONCRETE SCREW LENGTHS AT POST CONNECTIONS Fax: 1-(866)-824-7894 SCREW WITH 2-3/4" SHALL BE OF SUFFICIENT LENGTH FOR Email: erb@fbcplans.com EMBEDMENT (MIN EDGE REQUIRED EMBEDMENT INTO CONCRETE Website: 1vww.fbcplans.com DISTANCE =3") FOOTING WHEN A PAVER DECK IS PRESENT. C.O.A. - #29054 PER OUTER FLANGE -------- DATE: 02-01-201.8 ASTEN REAM TO REC. CHANNEL W/ #12 x3/4' TEKS EXISTING MASONRY C1 SCR/INCH OF BEAM HT. 'H') WALL GROUTED SOLID DRAWN BY: DRAYTON STAGGERED �. @ CONNECTION RECIEVING CHANNEL '------' 2xH ALUM BEAM FASTEN TO POST W/------- 00 REVISION: DATE: #12 x3/4' TEKS (2) -3/8" O pIACHINE • Q SCR INCH OF BEAM HT. 'H') BOLTS WITH WASHERS TOP VIEW __ _ 00 RO 1 RED OR (4) # 14X 3/4" SMS ALUM. SQUARE COLUMN 1/4"0 X 2-1/ 2" EA. SIDE MASONRY SCREW 3" FROM RO 2 OST PER PLAN 2"x2"x D.125" ANGLE EXTERNAL END & @ 24" O.C. RO 3 OR EQUIVALENT POST BASE 2" x _END BEAM (1.) - 1/2"D LDT CONCRETE i OPT. 02: FOR INTERNAL FASTENING (SEE SHEETS-2 FOR SIZE) SCREW WITH 2-3/4" ' I (4) - 3/8" 0 CONCRETE BEAM TO POST CONNECTION EMBEDMENT (MIN EDGE SCREW WITH 2-3/4" 2" x 2 "x 1./8" x BEAM DEPTH" PROJECT ADDRESS: DISTANCE =3") EMBEDMENT (MIN EDGE RECEIVING CHANNEL ALTERNATIVE PER OUTER FLANGE DISTANCE =3" W/ (1) 1/4" x 3" CONCRETE 1"X2" OPEN BACK SMITH MIN SPACING 2") ANCHOR INTO WALL & NON —LOAD BEARING SIDES ONLY (4) #12 x 3/4" SMS EACH 348 APPALOOSA CT SCALE: NTS SIDE INTO BEAM SANFORD, FL 32773 a d a END BEAM TO HOST STRUCTURE DETAIL G O SCALE:NTS d A e n o CONTRACTOR: FRONT VIEW CENTRAL FLORIDA SCREENS, LLC POST CONNECTION DETAIL DETAILS SCALE: NTS S-5 REQUIRED 1l1SP1EcCTI[ON SEQUENCE i 1�•�i�dYiGl�t� ��� MIlIIIl Max Inspection Description. Footer / Setback Stemwall Foundation / Form Board. 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R EWS EIID: June 2014