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HomeMy WebLinkAbout901 Santa Barbara DrCITY Of Buh pplicai Nvision ATION s, Construction Value: $ Job Address: Qomc2 61 hat historic District: Yes❑No❑ Parcel ID: C) ► -a0 - 3 0 - �n D14 -- a 3 CDC) - CO O 1 �O Residential�Commercial❑ Type of Work: Newo Addition❑ Alteration[] Repair ❑ Demo ❑ Change of Use❑ Move ❑ Description of Work: 24y rl KD X Q0 Plan Review Contact Person: L_Ax_sclaacLf Title:9(eot . C00CAr>A_-,or PhoneJ401-6363,-.0 a Fax: Email: L\2 o ' % I- - apM Property Owner Information Name �ZPPYO Gl C� Street: �� Q 1 IQQ a SIL . City, State Zip: La1S� Phone: �Y D_1— 3 8'S -a699 Resident of property? : Contractor Information Name \5ep raYN Vln� Ca l'�5kyUS_A_ 0n Phone: Street: R `6 k ,S • &-_rmto'n aV8 ALL\ to Fax: City, State Zip: LtDk� par K 3 g-r, a State License No.: C GC_ 50-70-2 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: 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{ 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: 61h Edition (2017) Florida Building Cod n....:.._a. T............ i 'VU O 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 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 ',I I Iz __ -S �o ntractor/Agent ate Print Contractor/Agent's Name of )t Florida y ,, � (Ldy C,onttn;;g�o,, F l= 19N20'I Contractor/Agent is Personally Known 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: - �(,, " 1 �b S UTILITIES: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: ENGINEERING: FIRE: BUILDING: `7F S Lt t $ COMMENTS:--- Ok to construct 10' x 20' (200 s.f.) shed as shown on plan. Meets area and dimension regulations for the SR-1 zoning district. Shed must be a minimum of 25 feet from the front property line fronting Santa Barbara Drive and a minimum of 4 feet from -the rear property line, which is property line opposite Mohawk Drive. Altamonte Springs, Casselberry, Fake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: � 2 I a ('. I Ie I hereby name and appoint: &Ar1a'bCA ka-zk an agent of: (Name of Company) 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): The specific permit and application for work located at: c? cal r o_ &xr bares. Or, (Street Address) Expiration Date for This Limited Power of Attorney: laca I I G� License Holder Name: 1!_r L C, J d�n n r1t sS C.h State License Number: 0.GC. k�07a SO Signature of License Holder: STATE OF FLORIDA COUNTY OF Q(atffAr The foregoing instrument was acknowledged before me this Z96 day of �� 2001 , by �vIL7C7har�n�ss�n who is mfersonally own to me or ❑ who has produced identification and who did (did not) take an oath. Signa ure (Notary Seal) enyz . 'S=\az�r Print or type name FE40 PVB Notary Public State of Florida Elizabettl SalazarMy Commission FF 198201 Notary Public -State of N-wVf Ao°� Expires 02/10i2019 Commission No. f f 1 q g,70 1 My Commission Expires:a I I 0\ j!q_ as (Rev. 08.12) Beacon Bad Construction Corp 931 S. Semoran #216 Winter Park FL 32792 Work: 407-636-3232 john.burns@beacon-bay.com www.beacon-bay.com CGC 1507250 Caaistorher Nadia Spann 901 Santa Barbara Dr. Sanford FL 32773 Job Name Spann -Sanford -Shed And Slab Job Number 1345 Issue Date February 13, 2018 Valid Until March 15, 2018 10'x20' slab cut in through mildly rooted soil and poured. Shed (purchased by other) installed over slab. Item 4uantgty Amount DumpsterlDebris Removal 1 Ea Punch List 1 Bid Supervision 1 Bid Permits (Allowance $150) 1 alw Notice of Commencement 1 Ea Hand Trenching 1 Bid Concrete Formwork 60 LF Cast In Place Concrete 200 SF Price And Slab, 901 Santa Barbara Dr. 1 QUALIFICATIONS: a Contract must be signed within 30 days of the estimate date to secure pricing. l) Debris removal is required during construction and is INCLUDED. If a dumpster is required, Owner and Contractor shall review location of dumpster on site prior to construction start. Contractor shall not be liable for any damages to owner's property including sod/lawn repair, driveway, sidewalk and any concrete surface cracking from area agreed upon for location. E3 Hidden conditions not anticipated or specifically included above are EXCLUDED. 91 Home Owner Associations (HOA) or Architectural Review Board (ARB) costs and review are excluded. Work assumes clear and free access to all areas for duration of construction. a Building permit is included as allowance only. Owner to pay for any additional and unpredicted costs for permit as may be imposed by Building Department. ® Any landscaping, irrigation, sod and fencing is EXCLUDED. Damage to landscaping and sod from construction activities is to be repaired by owner's landscaping contractor. El Security system wiring/hardware including relocations and/or conflicts with new construction is EXCLUDED. Work to be performed by owner's Security Company. �( Date 2/13/18 � ' ,l �%�'J Date "i,(�✓ l 3l � T Mike Rego Nadia Spann Beacon Bay Construction Corp Spann -Sanford -Shed And Slab, 901 Santa Barbara Dr. LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 5 —1` — ,s I hereby name and appoint: Jpin �jy f S an agent of: of Company) 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): Q' The specific permit and application for work located at: Owl yt --1 x, ran -Oiz . (street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: ea i L 3(3 Y C, in 0 State License Number: C G-C ) 5D -? a s d Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this lLday of A� , 24_1 t, by who is u-j r( pally known to me or ❑ who has produced identification and who did (did no ) take an oath6j. a Signature (Notary Seal) Prin�®r ype name y Notary Public State of FloridaTracey Lynn Reed My Commission GG 195798 Expires 03/13/2022 (Rev.08.12) Notary Public - State of } 16Q.,k k Commission No. G-G- f 9 579 My Commission Expires: 3 —1 3 —ZZ as Revision 0 Response to Comments ❑ a x U. Permit # IS'II S% Submittal Date Project Address: 9 0 `/ Y4jv l,) /3.91-134✓4 A' Contact: ),0 J-),J Ph: L! (o ` 2 S� Fax: Email: co y� Trades encompassed in revision: ❑ Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: ROUTING INFORMATION Approvals Application Number: 18-1154 Project Description: Shed Job Address: 901 Santa Barbara Dr Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 03/20/2018 Contact Name: Liz Salazar Contact Email: liz(a,bbpm.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Sheds greater in size than 120 square feet require signed and sealed engineered plans meeting wind loads and the requirements of the 2017 Florida Building Code. Please see the attached submittal guidelines for sheds and provide two (2) copies of all required documentation. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official -1- REQUIRED EI TSPECTIONSEQUENCZ Bpff- /9- Address-. i INUM, ONG PERMT Min 1-imspeeflom DescEtfon. Footer / Setback Sfemwall Foundation / Form Board..*Survey Slab /' Mono Slab. Pre our _ Lintel / T. ie Beam / Fill Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In 710 Framer Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final' Roof Final Stucco./ Siding Insulation Final Final Utility Building - Final Door Final. Window - Final Screen.Room Final.. Pool Screen Enclosure. Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building. (Other) L -ECT RMT. W. Q. Mn Max Inspecdon Deser n Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final if 5tj4M1'MirSM"10,3, ,M Min Mkx Inspection Dese Plumbing Underground Plumbing Sewer Plumbing Tub- Set Plumbing Final .. ............ ... ... .. -1 .... . ....... I ....... ... . .. . ....... ........ ... .. . . - Mechanical Rough . . . . . . . . . . . . . Wet I Al. -1001 .... ..... .... Gas Underground irerm-M-7 . ..... . .. .. re- 14 a 1. P . ...... . ... ............ REVISED: June 2014 GENERAL REQQXkEMENTS OUILDING CODE REQUIREMENTS (as applicable) All world, materials and installation shall be in strict accordance with all extant ordinances, State and local building codes, OSHA regulations, and codes in force by reference, latest adopted editions, including: 4 The 2017 Florida Building Code (I6th Edition). 4 The 2014 National Electric Code (NFPA 70 — 14). 4 Building Code Requirements for Reinforcing Concrete (ACI 318-14); 4 Guide to Design of Slabs -on -Ground (ACI 360 — 10). 4 Specifications for Structural Concrete Bu}ldings" (ACI 301-05); 4 Wood Construction dat4 No, 1-Details for Conventional Wood Frame Construction (AF &PA WCD 1— 01). 4 Engineered Wood Construction Guide, Form E 30 (APA E WC G). 4 Flood — Resistant Design And Construction (ASCE/SEI 24 — 14). 4 Building Code Requirements for Masonry; Structures" (A SiCE/SCI 5�0.1 — 13)); 4 Wood -Framed Construction Manual"; and "APA Plywood Design Specification Manual". 4 Engineered Wood Construction Guide (APA E 30 — 11). NOTICE TO BUILDER AND OWNER It is the intent of the designer that these plans are accurate and are clear enough for a licensed professional to construct this project. If the owner intends to build this project without the aid of a licensed professional contractor, it is assumed that the owner has the same abilities and knoiwledge as a fully licensed and experienced professional builder. Post-pertnitting consulting fees are established in separate agreements botween the designer and the builder or owner, and were not part of the agreement to produce these construction documents. No construction administration or inspection services were included in the agreement to produce these construction documents. OWNERSHIP OF DOCUMENTS All drawings & specifications are considered Instruments of Service, will remain the property of Florida Tectonics; Inc (t)BA the Engineer Designer) and may not be reused in any fashion without ex Press written permission. Al� drawings are Copyright (c) 2017 by Florida Tectonics, Inc (DBA the Engineer Designer). All rights reserved. DIMENSIONING CONVENTION Written dimensions shall 4t all times take precedence over soled dimensions, and no workman shall rely upon the scale of any portion of the drawings in determining dimensions on the job site. Unless otherwise noted on the drawings, all dimensions of walls are to the face of the CMU in exterior wars, or to one side of the wood studs in interior partitions. On exterior walls of frame structures dimensions to openings will often be to the centerline of the opening. RECORD COPY `,``` a o bli .yrn 0 ? Ay e 201 U- LE N N i� W N O, C� REVIEWED- MbE-COMRJANCE I ,c� PLANS EXAMINER Index of Ora-W8iA'P,?'Vx_S'-,%---•���� ;LAYOUT PAGE TABLE; LABEL TITLE Al ' COVER NOTES A2 NOTES A3 NOTES A4 S TE (PLAN; A5 PLAN, FOUND ELEV. D1 FRAMING DE Bpilding A PERMIT ISSUED SHALL BE CONSTRUED TO LICENSE TO PROCEED WITH THE WORK AND N AUTHORITY TO VIOLATE, CANCEL, ALTER OR WftOF THE PROVISIONS OF THE TECHI SHALL ISSUANCE OF A PERMIT PF THE BUILDING OFFICIAL FROM THEREAFTE C ECTtO OF ERRORS IN PL V TIONS OF THIS C( Item Living Area 0000 s ft Porch Area 0000 soft Garage Area 0000 s ft ?? Area 0000 SO ?? Area 0000 sgft Construction Tyre III unprotected Renovation Level Level 2 (o!r NA DOORS AND WINDOWS SANFORD Windows, exterior doors,�doors and other ve�pQR � , , � provided exterior cladding shall comply with 411 provisions of the 2.017 Florida Building Code, 6th Revision. Windows and the exterior doors shall be certified by the manufacturer to the design pressures specified in the ",Basic StruEctural Criteria" included in these drawings. The window and door manufacturers shall provide engineered installation details that satisfy the specific design pressures and are in compliance with all the code provisions. T V) o w c,4 d c X �,SQ4) O 0 O tL N N m a v c .w CD Y 6 ra Co -e `o U)M" - � a� d zM c C rn C. O C] cv C Q M LL Ic Ito.� 0 Z cr) r co CO O� All Scales are 114" = 1'0" Unless otherwise noted i Sheet Description: Dover, Notes s.u. D4: 23 April 2018 I (FI�aMlNC* WOOD All structural lumber shall be either Spruoe-Pine-Fir (SPF) or Southern Yellow Pine (SYP) No. 2, 1200f. All wood in direct contact with masonry or concrete shall be SYP pressure -treated with an approved preservative. Plywood. All plywood sheathing shall be marked "CD" By the DFPA, and shall comply w/ US Product standard PS 1-77. All iorizontal plywood diaphragms (i.e., roofs & floors) shall be laid face grain perpendicular to joists or rafters & staggered w/ the joists. Provide 2x solid blockiog between joists & rafters @ all supports. Blocking 'shall be one-piece & the full depth of the joist or rafter. Cross -bridging or solid blocking shall be provided @ 8'-0" O.C. max. Cutting & Notching of Wood Floor Joists, Beams & Girders: notc1es on the ends of joists shall not exceed one-fburth the joist depth. Holes bored in joists shall not be within 2'f of the top or bottom of the joist, & the diameter of any such hole shall not exceed one-third the depth of the joist. Notches in the top of bottom of joists shah not exceed one -sixth the depth & shall be located in the :middle third of the span. Cutting & Notching of Wood Studs: In exterior walls & bearing partitions, way wood stud may, be cut or notched to a depth not exceed\-ing 25 percent of the width of the stud. In on bearing partitions, any wood stud may be cut or notched to a depth not exceeding 40 percent of the width of the stud. Bored holes in Wood Studs: a hole not greater in diameter than 40 per\ -cent of the stud width may be bored in any wood stud. Bored holes not greater than 60 percent of the width of the stud are permitted in non -bearing partitions or in any wall where each bored stud is doubled, provided not more than two such successive doubled stud are so bored. In no case shall the edge of the bored hole be nearer than 5/8" to the edge of the stud. Bored holes shall not be located @ the same sec\-tion of stud as a cut or notch. Bearing walls (not otherwise braced by plywood) shall be braced w/ not less than lx6 diagonal let -ins. a minimum of one each end of each exterior wall not to exceed 25'-0" O.C. Each brace shall Over 4 studs & be nailed w/ (2) 8d nails @ each end into the top plate & sill & (2) 8d nails into each intersect \-ing stud. The ehclosed space in stud wails, partitions, & furred walls shall be fire -stopped @ the top, bottom & mid -point in which are more t4an 10' higli. Fire -stops shall consist of wood not less than 2" nominal thickness or of incombustible materials as permitted by the building code. Fire -stop@ shall form a complete block across the space to be fire -stopped & the space between them shall not exceed 10' measured horizontally or vertically. Top & bottom plates which fill all spaces between studs & furring shall be considered fire -stops. The top plates of all stud walls shall be 2 pieces the same size as the studs, spliced to lap a min. of 4'-0" & nailed as per the schedule. Glue -lam lumber shall be fabricated as per UBC Standard No. 25-10, sect 2511(f). Exposed structural glue -laminated lumber 'shall be. moisture -resistant, treated wood. STRUCTURAL CONNECTORS Unless otherwise noted, all metal connectors shall be Simpson Strong -Tie brans (6 connectors. All connectors shall be installed with fasteners as specified by the manufacturer's most recent recommendations. Other Simpson connectors, or connectors supplied by a different manufacturer, may be substituted for the ',specified connectors, as long as the alternate connector meets or exceeds all of the structural capacities of the specified connector, or if the alternate connector meets or exceeds the structural requirements of the specialty truss engineer for the project: It is not necessary to submit these connector changes to the Engineer of Record for his approval; if all of the criteria described io this paragraph are adhered to, then these general notes constitute the engineer's approval to substitute the connector. Uplift connectors such as hurricane clips, truss anchors a@ anchor bolts are only required in walls that are exposed to uplift forces. Interior load -bearing walls are not always exposed to uplift, and the wood members in these walls would hot need to have connections applied. Consult the truss engineering for the location of these walls. SITE PIREPARTION All fill dirt and disturbed natural soils are to be excavated and replaced with properly compacted All. The foondation design is based on an assumed allowable bearing pressure of 20100 PSF; The contractor shall verify to his satisfaction the assumed capacity in the field prior to the pouriog of any foundation concrete. Geotochnical evaluation is not part of our services in making up these drawings. Relatively non -expensive fill shall be used in backfilling behind retaining walls. CMU cells reinforce with reinforcing bar shall be filled solid with concrete prior to backfilling;. All wall shall be adequately sore during backfilling. Footing excavations shown on these plans are for estimating purposes only. The contractor shall verify all field conditions prior to bidding plans. No pipes, conduits or chases are allowed in the footings. Footing shah preferably bear on undisturbed, naturally compacted soil. Where footings will bear on compacted fill material, the fill material shall be compacted in 12 inch list to a minimum of 90% modified Proctor in accordance with ASTM D — 1557, and the compaction shall be verified by a method approved by the building official. � U rn tyj N N X O m tL N N CPv)4) a�McCLH � Y � 0 _ r L 0 CL M U. _�(n- t/),�.� i C Z cr) cv T_ cr) All Sales are 1/4" = 1'0" Unless otherwise noted Sheet Description: Notes r.�r n : 23 April 2018 -CONCRETE REINFORCING STEEL the steel reinforcement bars and all joint reinforcement; anchors and wire fabric shall conform to the following referenced standards: • Specifications for Deformed and Plain Billet Steel Bars for Concrete Reinforcement (ASTM A615/A 6:15M - 12). • Specifications for Zinc Coating (Hot Dip) 'on Iron and Steel Hardware (ASTM A153/ A153M — 09). • Carbon Steel Wire and Welded Wire Enforcement, Pain and Deformed, for Concrete (ASTM A 1064/A 1064M-16 A). Reinforcement bars shall be new domestic deformed grade 40 billet steel (with the exception of #9 bar or larger, which shall be grade 60 billet steel. The minimum reinforcement bar lap shall be 40 bar diameters (or 2'-0" rein., whichever is greater) in concrete unless otherwise noted on the drawings. Horizontal footing bars shall be bent P-0" around corners, or corner bars with a minimum 2'-0" lap shall he provided, Splicing of horizontal rebar in walls and footings shall be staggered a minimum of 4'-0". Welded wire mesh shall be lapped min. 8", containing at least 1 cross-wite within the 8" Hooks shall he provided at discontinuous ends of all top bars of beams. For foundations, minimum concrete cover over reinforcing bars shall be 3" where the concrete is cast against and permanently in contact with the earth, or 1 1 /2" whete the concrete is not expofsed to the weather. Fibreglass may be substituted for slab reinforcement. CAST -IN -PLACE CONCRETE All Cast -in -place concrete for this project shall comply with the provisions of the following referenced standards: • Specifications for Portland Cement (ASTM C 150 — 12). • Specifications for concrete aggregates (ASTM C33/�3M —13). • All concrete shall have a minimum compressive strength at 28 days of 3,000 psi, a slump of 5" +/- 1 ", air entrainment of 2% to 5% and a maximum water/cement ratio of 0.63. Cement shall be tested, Type 1 Portland cement conforming to ASTM C-150. Aggregate shall me a maximum of t 1/2" for footings, and 1" fot all other work. Water used in concrete mixtures shall be potable, clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials or other substances that make be deleterious to the concrete or the reinforcement. Concrete containing reinforcement that will be exposed to chlorides from de-icing chemicals, salts, salf _ water, brackish water, sea water or spray from these sources shall meet the durability 2017 Florida Building Code, 6th Edition Concrete shall be cured while in a moist condition for at least the first 7 days after placement. Before placing any concrete, the Contractor shall coordinate with all trades to ensuie proper placement of all openings; sleeves, inserts, depressions, etc. Removal of forms shall be as follows: Vertical surfaces: 2 days n}inimum. Horizontal slabs and beams, if reinforced with 5% of props within 3 hours in checkerboard fashion: 15 days minimum. FOOTINGS] AND FOONDAf IONS All fill soil and disturbed natgral soils are to be excavated and replaced with properly -compacted fill. The foundation design is based on an assumed allowable bearing pressure of 2,600 psf. The Contractor shall verify to his or her satisfaction the assumed capacity in the field prior to the pouring of any foundation concrete. Geotechnical evaluation is not part of the services making up these drawings. Footing excavations shown on these plates are for estimating purposes only. The Contractor shall verify all field conditions prior to bidding plans. No pipes, conduits or chases are allowed in footings. Footings shall preferably bear on undisturbed, naturally -compacted soil. Where backfrlling under footings is necessary, the following standards shall apply: Where footings will bear on compacted fill material less that 12" in depth, the fill material shall be compacted to a minimum of 90% modified proctor in accordance with ASTM D1557, and the compaction shall be verified �y a method approved by the building official. Where footings will bear on compacted fill 12" or more in depth, the contractor shall secure the services of a licensed geotechnical engineer, who will prepare specifications for the preparation of the site prior to placement of foundations. AE L w nM Lo c e Cu m N N m co pp u) o c tL Y 0 cc :9 Cc ccao tnmU- � ca o d Cc Z to m c �(f) 3 0) O L 0 to r L 0 M LL W U m ZcaC Ic/) cv AO Scales are 1/4" = 1'0' Unless otheniiise noted Sheet Description: Notes �» o• 23 April 2018 Wood shed on g�r concrete slab [1 � K� ;II1I� .: OU Q) : w a c m u,rNi�r, -y q)� x `o O 0 LL N N m aq r7 N 0 d � C C W O m C Cl O u) m LL. N co 'O O @� Ca z m c 3 O, L 0 C R 'a _ � L Q. M u. W CO CO Z CO M All Steles are 1/4" = vo. Unless otherwise noted Sheet Description: Site Plan r.... D.: 23 April 2018 Shed Plan end Elevaltion Foundatio Structural: Foundation, Framing, Section Keyad Notes 1. Concrete Slab 4" thick. 6"x6" #10 wire mesh reinforcement over .096 visquin barrier over compacted fill. Fill to be treated per local regoirements. Fiberglass reinforcing fibers may be used a substitute. 2. Monolithic footer —12" wide by 12" deep (minimum). Use 2@ #5 rebar on chairs. 3. Fiq windows installed per manufacture's Florida Approval documents (Florida Approval Numbers supplied by the owner/contractor. 4. Door to be installed per manufacture's Florida Approval documents (Florida Approval numbers supplied by the owner/contractor. 5. Plywood gusset glued and nailed to Q x 4 rafters. 6. 2 x 4 rafters set 24 inches on center. 7. Framed stud walls, studs placed 24 inches on center. Studs are aligned directly underneath rafters therefore double top plate not needed. 8. H2 .5 Simpson clips placed each rafter to stud wall support. 9. SP1 Simpson connector placed at the top of the stud to the plate. 10. SP1 Simpson connector placed at the bottom of each stud to plate. 11. T111 type plywood siding used as both finish and as structural sheathing. 12. House wrap as desired.'This is totally by owner option. 13. 1/2" OSB plywood roof sheathing. 14. Asphalt roofing over 15 pounds felt placed according to code. Roof are entirely responsible for all flashing and all. waterproofing. 15. Usp 1/2" expansion bolts to tie bottom of wall to slab, place every 48 inches minimum and all corners and edges of door. 16. Due to the plywood sheathing this system is inadequate header arjd will work in this setf ing. 17. Place a 3" x 2" 'steel angle iron, 1/8 of an inch thickness, along this double top plate to strengthen it adequately for the roof loads. Riaht Elevation Left Elevation ui o o �� CO o �j r) (0 O %CNN C6 W E aZ ca u' o 0 i N d D Z IyA.: x N xo a� W m LL N N �u)a) Ci G c: ui 20 0 s U) m LL ca Z U) Cca O O m O r Cr iiMU. 2 CO coM L i+ zCO M TI, CI) 0 All Sales are 1/4' = 17 Unless otherwise noted Sheet Description: Plan, Found, Elev. ��» o 23 April 2018 Roof Framing TAe information below was fat culaed ttsig be pro v sions ofthe 2017' Florida Building Code. Fioor and Roof j4yo odds: 11o,or Liv&Loads 3ii:Floors 125psfim form; 100016sconcenfiated' Roof Live Loos R00£5. 29gsf iYWA Desig4Data L1*21e Wind Speed 127'mph I%zomfiw wind Speed 98 mph Risk Category_ R Wind Exposure. B Enc osnre Glassificat btt- Enclosed End Zone VAAh-. 3.00 t IrAonal. essi#e Coefficient 0 18 Ro§fZone 1:'-10.7psfmax- -26.6psf miit Roof Zone 2.: =1 V psf max„ - €63 psf tniil: %:Vi V Roof Zone 3: -14,7 psfmax; -63 c psf niiL y. c —. Roof, at Zone 2 Oeerhaags: -54.3 :miii.: psf o . u Robf at Zone 3 OVffh2ngs: -9I psf mitt A WA mZone ax 4 . 2 .1 psfm -3I 5 psf miff. NVAI Zone S: +29.1 psfmax_ -38.9 psf mii - 9' X 8' OIHGD'; =25_4 gsfmax, -28 3 psf mid. Nvin i Speed. w as used tolteterinine the aboym Compbnent isnot in aWind-BomeDebrisRegiori artd opening: as,pgr Sectian 609-1.1.I ofthe.co& G eoteich nical Ir►1 �wati on D!s gn Soil Load -Bearing Ga94za ::; 2.p00 of F WM Design Data F 166d Zone_ X Structural', Foundation►, Framing, Section Keyed Notes 1. Concrete Slab 4" thick. 6"W' #10 wire mesh reinforcement over .006 vise uin barrier over compacted fill. Fill to be treated per local - requirements. Fiberglass reihforcing fibej s may be used a substitute. �. Monolithic footer —12" wide by 12" deep (minimum). Use 2@ #5 rebar on chairs. 3. Fin windows installed per manufacture's Florida Approval documents (Florida Approval numbers supplied by the owner/contractor. 4. Door to be installed per manufacture's Florida Approval documents (Florida Approval numbers supplied by the owner/contractor. . Plywood gusset glued and nailed to 2 x 4 rafters. �. 2 x 4 rafters set 24 Inches on center. 7. Framed stud walls, studs placed 24 inches on center. Studs are aligned directly urjderneath rafters therefore double top plate not needed. 0. H2 .5 Simpson clip$ placed each rafter to stud wall support. 0. SP1 Sijnpson connector placed at the top of the stud to the plate. 10. SP1 Simpson connector placed at the bottom of each stud to plate, 11. T111 type plywood siding used as both fihish and as structural sheathin. 1 J. House wrap as des,red. This is totally by owner option. 13. '/2" OSB plywood roof sheathing. 14. Asphalt roofing over 15 pounds felt placed according to code. Roof are entirely responsible for all flashing and all waterproofing. 15. Use expansion bolts to tie bottom of wall to slab, place every 48 inches minirrjum and all corners and edges of door. 10. Due to the plywood sheathing this system is inadequate header and will work in this setting. 17. Place a 3" x 2" steel angle iron, 118 of an inch thickness, along this double top plate to strengthen it adequately for the roof loads. Section Left Side Wall Detail �i . . FT — .. �,....,.. ." ....,. Nailing t �.w � 1 I Schedule End Wall DetailCD U w in M d � x cv Vl G% o � � 0 m LL N N � m W Y � C � .6 @a o C, m LL o cZ(J) 3 n O ca � Q- LL Z U) M r � All Sales are 1/4" = 1'0" ' Unless otherwise noted Sheet Description: ' Framing Details i..w o, 23 April 2018 1 i rp' 1 c o _ a o }T � _'✓ C 0.1 2 a E E 0 � L � _0 N N O 1 O ai �� C 7bO 7 T on a g O N 3 o y 3 i N E a.+ �p N C 0 N L o CU 1 •� y u t Lcff 4 toy IV I e 4AVOO M. f.44 y�` `,�'r �dd�°9.'f4'i�► pmr no xa, d��n) prapOrly address: jots" 0 9q9 $onto Barbara toy 2 I1ta " 20 /`/ , 9P.1 .? v v •,;) 1 v THIS INSTRUMENT P EPARE[Y: e Name: (� tit_- tOn Address:W�Plto Permit Number. . Parcel ID Number: t31—q2n-30-;-510 I--2 0- C)o10 GRr=il%l f ['41LOY a Sl 1 f MOLL-' C:OIBTY CLERK OF CIRCUIT COURT & COt1PTROLLER Ps 1`121 CLERK'S Q 20180 5o27 RECORDED 06/0a,`21+1a 11+ilT� ;l::CORD -FIG FEES $10.N' RECORDED Br' hde or:=_ 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. DESCRIPTION OF P OPERTY• (Legal description of t e property `-a -•-��• ��+�rass if avai able) 2. GENERAL�f{SCRIPTI N OF iM1PROVEVEN� 3. OWNER INFORMATION OR LESSEE INFORMATION 1F THE LESSEE CONTRACTED FOR THE IMPROVEMENT: r Name and address: QY�Q q �� b •A�r—� �75� Interest in property: <2WMQ i Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRACTOR: Address: Q31 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: Phory� Number: I -AU I-W6-J A --I, -[ It'CL V 1, -PL 3'a'14 a Address: Amount of Bond: 6. LENDER: Address: Phone Number: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of 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 specified) 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. State of -fA O rUda or or Lessee's (Print Name an de Slgnstorys Title/Otflce) eger) County of © Fit-�. The foregoing Instrument was acknowledged before me this CQ6 day of ` r�,tJticl�C/1�C.� , 20 ly by making Who is personally known to me ❑ OR who has produced identification ❑ type of Identification produced: `S� Pve� Notary Public State of Florida Elizabeth Salazar P My Commission FF 198201 ��ovc�oo- Expireso J1012019 :t Notary Si ture Ay Revision Er City of Sanford Response to Comments ❑ AUG 2 2 2018 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # ( 0 .— /f - � Submittal Date Project Address: ���` ► Jovj 3 ,? W 3 Contact:\&So PhiLin% Fax: AdNib, VIE Email: Y , ll� b��C� ��'�'1 t;016 Trades encompassed in revision: ❑ Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building General description of revision: Fo -. ROUTING INFORMATION Approvals 4•i2 S 4 BUILDING CODE REQUIREMENTS (as applicable) All work, materials and installation shall be in strict accordance with all extant ordinances, State and local building codes, OSHA regulations, and codes in force by reference, latest adopted editions, including: • The 2017 Florida .Building Code (6t" Edition). • The 2014 National Electric Code (NFPA 70 — 14). • Building Code .Requirements for Reinforcing Concrete (ACI 318-.14); • Guide to Design of Slabs -on -Ground (ACT 360 --- 10). • Specifications for Structural. Concrete Buildings" (ACI 301 -05); • Wood Construction data No. 1-Details for Conventional. Wood France Construction (AF &PA WCD 1— 01.). • Engineered Wood Construction Guide, Form E 30 (APA E WC % • Flood — Resistant Design And Construction (ASCE/SEI 24 —14). • Building Code Requirements for Masonry Structures" (A SCE/SCI 530.1 — 13)); • Wood -Framed Construction, Manual"; and. "APA Plywood Design Specification Manual". • Engineered Wood Construction Guide (APA E 30 --- I I). NOTICE TO BUILDER AND OWNER It is the intent of the designer that these plans are accurate and are clear enough for a licensed, professional to construct this project. If the owner intends to build this project without the aid of a licensed professional contractor, it is assumed that the owner has the same abilities and knowledge as a fully licensed and experienced professional builder. Post -permitting consulting fees are established in separate agreements between the designer and the builder or owner, and were not part of the agreement to produce these construction documents. No construction administration or inspection services were included in the agreement to produce these construction documents. OWNERSHIP OF DOCUMENTS All drawings & specifications are considered Instruments of Service, will remain the property of Florida Tectonics, Inc (DBA the Engineer Designer) and may not be reused in any fashion without express written permission. All drawings are Copyright (c) 2017 by Florida Tectonics, Inc (DBA the Engineer Designer). All rights reserved. DIMENSIONING CONVENTIONS Written dimensions shall at all times take precedence over scaled dimensions, and no workman shall rely upon the scale of any portion of the drawIngs in determining dimensions on the job site. r e°: otherwise noted on the drawings all dimensions of walls are to the Race of the CMU in 'exterior walls .or to one side Unless o . c . � , of the wood studs in i:raterior. partitions. On exterior walls of frame structures dimensions to openings will often be to the centerline of the opening. Digitally signed by Kenneth S Risley Date: RECORD COPY 2018.08.16 21:27:27-04'00' LAYOUT PAGE TABLE LABEL TITLE Al COVER NOTES A2 NOTES A3 NOTES A4 SITE PLAN A5 PLAN FOUND ELEV. D1 FRAMING DETAILS D2 REVISED FOOTING a Item Info Living_Area y� 10000 sgft _Porch Area i 0000_sgft _ Garage Area �0000 sgft ?? Area 0000 sgft _� ?? Area Construction Type Renovation Level 0000 sgft III unprotected I P Level 2 (or NA) DOORS AND WINDOWS eu�+-oti 0RD 8 7 1 5 4 Windows, exterior doors, garage doors and other, vendor - provided exterior cladding shall comply with all. provisions of the 2017 Florida Building Code, 6th. Revision. Windows and the exterior doors shall be certified by the manufacturer to the design, pressures specified in the. "Basic Structural Criteria" tnclrided in th ese: drawings. The window and door manufacturers sha11 provide engineered installation details that satisfy the specific design pressures and are in compliance with, all the code provisions. T %X 2 0 00o N V l WM t= 1 Iwaz 0 Co N A fl rnW 0 m ra CO 0 zW 0 L: ® Q M U. UI M C fnV.' O Z( All Scales are 1!9" a TV Unlass othormse noted S11eCt I)rscrption: Cover, Notot; h.0 oats: 23A..pri12018 All structural lumber shall be either Spruce -Pine -Fir (SPF) or Southern Yellow Pine (SYP) No. 2, •° 1200f. All wood in direct contact with. masonry or concrete shall be SYP pressure -treated with an approved preservative Plywood.. All plywood sheathing shall be marked "CD" By the DFPA, and shall comply w/ US Product standard PS 1-77. All horizontal plywood diaphragms (i.e., roofs & floors) shall be laid face grain perpendicular to joists or rafters & staggered w/ the joists. Provide 2x solid blocking between joists & rafters @ all supports. Blocking shall be one-piece & the full depth of the joist or rafter. Cross -bridging or solid blocking shall be provided @ 8'-0" O.C. max. Cutting & Notching of Wood Floor Joists, Beams & Girders: notches on the ends of joists shall not exceed one-fourth the joist depth.. Holes bored in joists shall not be within 2" of the top or bottom of the joist, & the diameter of any such hole shall. not exceed one-third the depth of the joist. Notches in the top of bottom of joists shall not exceed one -sixth the depth & shall be located in the middle third of the span. Cutting & Notching of Wood Studs: In exterior walls & bearing partitions, any wood stud may be cut or notched to a depth not exceed\-ing 25 percent of the width of the stud. In on bearing partitions, any wood stud may be cut or notched to a depth not exceeding 40 percent of the width of the stud. Bored holes in Wood Studs: a hole not greater in. diameter than 40 per\ -cent of the stud width may be bored. in any wood stud. Bored holes not greater than 60 percent of the width of the stud are permitted in non -bearing partitions or in any wall where each bored stud is doubled, provided not more than two such successive doubled stud are so bored. In no case shall the edge of the bored hole be nearer than 5/8" to the edge of the stud. Bored holes shall not be located @ the same sec\-tion of stud as a cut or notch. Bearing walls (not otherwise braced by plywood) shall be braced w/ not less than Ix6 diagonal let -ins, a minimum of one each end of each exterior wall not to exceed 25'-0" O.C. Each brace shall cover 4 studs & be nailed w/ (2) 8d nails cu each end into the top plate & sill & (2) 8d nails into each intersect \-ing shad. The enclosed space .in stud walls, partitions, & furred walls shall be :fire -stopped @ the top, bottom & maid point in which are more than 10' high, Fire -stops shall. consist of wood not less than 2" norninal thickness or of incombustible materials as pennitted by the building code. Fire -stopping shall form a complete block across the space to be fire -stopped & the space between them shall not exceed 10' measured horizontally or vertically. Top &_ bottom plates which fill all spaces between studs & furring shall be considered fire -stops. The top plates of all stud walls shall be 2 pieces the same size as the studs, spliced to lap a :min. of 414" & nailed as per the schedule. Glue -lam lumber shall be fabricated as per U,BC Standard No. 25-1.0, sect 2.511(-.0. Exposed structural glue -laminated lumber shall be moisture -resistant, treated wood. Unless otherwise noted, all metal connectors shall be Simpson Strong -Tie brand connectors. All connectors shall be installed with fasteners as specified by the manufacturer's most recent recommendations. Other Simpson connectors, or connectors supplied by a different manufacturer, may be substituted for the specified connectors, as long as the alternate connector meets or exceeds all of the structural capacities of the specified connector, or if the alternate connector meets or exceeds the structural requirements of the specialty truss engineer .for the project. It is not necessary to submit these connector changes to the Engineer of Record for his approval; if all of the criteria described in this paragraph are adhered to, then these general notes constitute the engineer's approval to substitute the connector. Uplift connectors such as hurricane clips, truss anchors and anchor bolts are only required in walls that are exposed to uplift forces. Interior load -bearing walls are not always exposed to uplift, and the wood. members in these walls would not need to have connections applied. Consult the truss engineering for the location of these walls. QW:V b SITS 112- 5 (C;-, All fill dirt and disturbed natural soils are to be excavated and replaced with compacted fill. The foundation design is based on an assumed allowable bearing pressure of 2000 PSF. The contractor shall verify to his satisfaction the assumed capacity in the field prior to the pouring of any foundation. concrete. Geotechnical evaluation is not part of our services in making up these drawings. Relatively non -expensive fall shall be used in backfilling behind retaining .walls. CMU cells reinforce with reinforcing bar shall be f lled solid with concrete prior to backfilling. All wall shall be adequately sure during backfilling. Footing excavations shown on these plans are for estimating purposes only, The contractor shall verify all field conditions prior to bidding plans. No pipes, conduits or chases are allowed in the footings. F'ooting.shall preferably bear on undisturbed, naturally compacted soil, Where footings will bear on compacted fill material, the fill material shall be compacted in -12 inch list to a Minimum of 90% modified Proctor in. accordance with .A.STIYI D — 1557, and the compaction shall be verified by a method approved by the building official, VI A� w 0 0 00o to O CO"E �nwz c c / N U HY-1 X O � LY Q 0 � � W 0 coco m � o Lr p O c z�co rn Q m c� r rM ® CL MLL UJ to pp V. All Scales are 1W =1'0" Unless otherwlac noted ;lest t�earriptimz: Notgp Awo De�> 23 AprA 20t 3 v tit' A2 REINFORCING STEEL the steel reinforcement bars and all joint reinforcement, anchors and wire fabric shall conform. to the following referenced standards: ® Specifications for Deformed and Plain Billet Steel Bars for Concrete. Reinforcement (ASTM A615/A 6:15M — 12). • Specifications for Zinc Coating (Hot Dip) on Iron and Steel Hardware (ASTM Al 53/ A153M-09). ® Carbon Steel Wire and Welded Wire Enforcement, Plain and Deformed, for Concrete (ASTM A1064/A1064M-16A). Reinforcement bars shall be new domestic deformed. grade 40 billet steel (with the exception of #9 bar or larger, which shall be grade 60 billet steel. The minimum reinforcement bar lap shall be 40 bar diameters (or 21-0" min., whichever is greater) in concrete unless otherwise noted on the drawings. Horizontal footing bars shall be bent 1'-0" around comers, or corner bars with a minimum T-O" lap shall be provided. Splicing of horizontal rebar in walls arid footings shall be staggered a. minimum of 4'-0". Welded wire mesh shall be lapped min. 8", containing at least I cross -wire within the 8" Hooks shall be provided at discontinuous ends of all top bars of beams. For foundations, minimum concrete cover over reinforcing bars shall be 3 " where the concrete is cast against and permanently in contact with the earth, or 1 1/2" where the concrete is not exposed to the weather. Fibreglass may be substituted for slab reinforcement. CAST -IN -PLACE CONCRETE All Cast -in -place concrete for this project shall comply with the provisions of the following referenced standards: Specifications for Portland Cement (ASTM C 150 — 121). *Specifications for concrete aggregates (ASTM C33/33M —13). 1 o All concrete shall have a mini murn compressive strength at 28 days of 3,000 psi, a slump 0011 F!, aly entrainment of 2% to 5% and a: rn mw a axinau ter/cement ratio of 0.03. Ceracril shall be tested, Type I Portland cernent conforming to ASTM C-150, Aggregate shall me a maximum of 1 1/2 " for footings and I" for all other work. Water used in concrete mixtures shall be potable, clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials or other substances that may be deleterious to the concrete or the reinforcement. Concrete containing reinforcement that will be exposed to chlorides from de-icing chemicals, salts, salt water, brackish water, sea water or spray from these sources shall, meet the durability 2017 Florida Building Code, 6th Edition. Concrete shall be cured while in a moist condition for at least the first 7 days after. placement. Before placing any concrete, the Contractor shall coordinate with all trades to ensure placement lacemerit of all openings, sleeves, inserts, depressions, etc. - Removal of forms shall be as follows: Vertical surfaces: 2 days minimum. Horizontal slabs and beams, if reinforced with 5% of props within 3 hours in checkerboard fashion: 15 days minimum. FOOTINGS AND FOUNDATIONS All fill soil and disturbed natural soils are to be excavated and replaced with properly -compacted fill. The foundation design is based on an assumed allowable bearing pressure of 2,000 psi. The Contractor shall verify to his or her satisfaction the assumed capacity in the field prior to the pouring of any foundation concrete. Geotechnical evaluation is not part of the services making up these drawings. Footin . g excavations shown on these plans are for estimating purposes only. The Contractor shall verify all field conditions prior to bidding plans. No pipes, conduits or chases are allowed in footings. Footings shall preferably bear on undisturbed, naturally -compacted soil. Where backfilling under footings is necessary, the following standards shall apply: Where footings will. bear on compacted fill material less that 12" in depth, the fill material shall be compacted to a minimum of 90% modified proctor in, accordance with ASTM D1557, and the compaction shall be verified by a method approved by the building official. Where footings will bear on compacted fill 12" or more in depth, the contractor shall secure the services of a licensed geotechnical engineer, who will prepare �LD DI&O specificationsfor the preparation of the Site Prior to Placement of foundations. OS�AtNFORD 0 N R 41 8 Uj. u- 12 L14 V) 0 ........... 0 C L �U_ UJU?pp ZU) M 'r. U) Q 0) All Scales are 1/41 1'0' Unless olbErWISe nGlOd sheet �)esctiptirxl: It-o Nit: _23 Apni 2016 A3 New 2 0'x 1 O' wood shed on concrete slab toy ALOCX20 OW SMY E no t/I. 0 Pow ze:g '�'v} property Address, 0"fPAPA Santa BarbaraSeale �.'t=2Q' Site .Plan. # 1 8 - 1 154 r 0 0 N a � � � A L � 0 N X �° aQ W m LL N 0. rim 4 �i W ;j Q Ceo _CL C LL @ 'O c z-m 0 a ® CL 'm - Z U V All SmIes are 1W 717 Uniess othenroise noted �h.w Description: SM) plan �zevs Aa�a: �z3 (-gptil �`J7 �i LABELIPATE EA4D, Shed Plan End Elevation I I 2 �I i 2 I .J Foundation Structural: Foundation, Framing, Section Keyed Notes 1. Concrete Slab 4"-thick. 6"x6" #10 wire mesh reinforcement over .006 visquin barrier over compacted fill. Fill to be treated per local requirements. Fiberglass reinforcing fibers may be used a substitute. 2. Monolithic footer —12" wide by 12" deep (minimum). Use 2@ #5 rebar on chairs. 3. Fin windows installed per manufacture's Florida Approval documents (Florida Approval numbers supplied by the owner/contractor. 4. Door to be installed per manufacture's Florida Approval documents (Florida Approval numbers supplied by the owner/contractor. 5. Plywood gusset glued and nailed to 2 x 4 rafters. 6.2 x 4 rafters set 24 inches on center. 7. Framed stud walls, studs placed 24 inches on center. Studs are aligned directly underneath rafters therefore double top plate not needed. 8. H2 .5 Simpson clips placed each rafter to stud wall support. 9. SP1 Simpson connector placed at the top of the stud to the plate. 10. SP1 Simpson connector placed at the bottom of each stud to plate. 11. T111 type plywood siding used as both finish and as structural sheathing. 12. House wrap as desired. This is totally by owner option. 13. %z" OSB plywood roof sheathing. 14. Asphalt roofing over 15 pounds felt placed according to code. Roof are entirely responsible for all flashing and all waterproofing. 15. Use %z" expansion bolts to tie bottom of wall to slab, place every 48 inches minimum and all corners and edges of door, 16. Due to the plywood sheathing this system is inadequate header and will work in this setting. 17. Place a 3" x 2" steel angle iron, 1/8 of an inch thickness, along this double top plate to strengthen it adequately for the roof loads. Right Elevation IV 10& RE ! f !� !I � ! �IH li` 1 I1;i: E ! l 1 .E �• 1il ! I ` i : 1' 1� I y 1 (iji �I�777ji; I.1 I; j 1l 111I•I:!I�i �ii) I I��I�1 !i; �i ; '1` 'I�� �` !-��' I '!' '� �jEl II:���''i' Ilii�� ii 14 ! I �{�� t� 1 i!'.I!ilt. 'il'•3'1•iI � .I;i,ii :I!!�i Left Elevation ORO ,11.t6�� F Aft ;jam c 0 00 0 � 0 CY N N IU)M ��E Z IC L c G Y t-0 Q)r wo M L 0. N r W f � Y 0 0 CO 0 Z rn L CI M C. LW ?L M - UJ CI) CO All Scales airs 1/4"- 17 unless othafwlse notod EPinn , Found, Flan_ 1.*.# Pow g, lO nl IV16 RFVI ON TABLE A5 Roof Framing The information below Nvas calculated using the proNisions of the_261.7 Florida Building Code, Floor and Roof fAveLonds i^lo ox Lire Loads 11 Floors:-- 125 psf uziiform; li]GG lbsconceitrzed Roof live Load s _Rood: 20,psf. iVind Design Rita "Urimate.. Wind Speed: 127 mpt ?�oininal Wind Speed; 98 mph tisk Careaory: it Wind. Exposure: B Enclosure Class -fiction:.. Enclosed End Zone IMddt 3,00 ft.. Internall'ressureCoefficient: G18 1 Roof Zane -, -H6.7 p:f1n2x .-26:6'psfnin. RoofZone ,2: =16.7 psfma$t, r46.3 psf min.; 11 Roof Zane. 3;; �163 pcfmax -68 plain.. s � � f Racf at Zane'2 OverhzFSs: -54.3 psf rriizi: r Roof at Zone 3 Overhangs. 91 2 psf thin. all Zone , =Z9.t .fa its::, 31 _ p, psf nizi, a �J W211' Zone : -29.1 psfmax,, -A',9 psf min. 9! X S, OHGD: t A psf ma:; 28.8 psf min. ne T-itirnate NVind Spced was wed to demnt ne the aboj's. �'onlponer and t laddul� I?zsan I'>'cssttrc, This Building is nQt in a iT, itad dome "�ebn3 ReEi6st: and ap�ntt2F protc��tinn is oat requires: Thz{iteoftNsbuilding isnot tosps6AtopogapFa ti+rtd f%.is aspex.�e�'tion=16G9.:1.i,1 oftlte.co,ie, Gooteclauical Iufpr to ati an Design Soil Load -Beating Capaity > GUG psf flow :Design Data flood Zone: X Structural: Foundation, Framing, Section Keyed Notes 1. Concrete Stab 4" thick. 6"x6" #10 wire mesh reinforcement over .006 visquin barrier over compacted fill. Fill to be treated per local requirements. Fiberglass reinforcing fibers may be used a substitute. 2. Monolithic footer —12" wide by 12" deep (minimum). Use 2@ #5 rebar on chairs. 3. Fin windows installed per manufacture's Florida Approval documents (Florida Approval numbers supplied by the owner/contractor. 4. Door to be installed per manufacture's Florida Approval documents (Florida Approval numbers supplied by the owner/contractor. 5. Plywood gusset glued and nailed to 2 x 4 rafters. 6. 2 x 4 rafters set 24 inches on center. 7. Framed stud walls, studs placed 24 inches on center. Studs are aligned directly underneath rafters therefore double top plate not needed. 8. H2 .5 Simpson clips placed each rafter to stud wall support. 9. SP1 Simpson connector placed at the top of the stud to the plate. 10. SP1 Simpson connector placed at the bottom of each stud to plate. 11. T111 type plywood siding used as both finish and as structural sheathing. 12, House wrap as desired. This is totally by owner option. 13.'/2" OSB plywood roof sheathing. 14, Asphalt roofing over 15 pounds felt placed according to code. Roof are entirely responsible for all flashing and all waterproofing. 15. Use %" expansion bolts to tie bottom of wall to slab, place every 48 inches minimum and all corners and edges of door. 16. Due to the plywood sheathing this system is inadequate header and will work in this setting. 17. Place a 3" x 2" steel angle iron, 1/8 of an inch thickness, along this double top plate to strengthen it adequately for the roof loads. Nailing Schedule 1/2" Scale Section Left side Wall Detail #18-1154 End Wall Detail 0 @moo LL NZ in m �co C) IAA Scales are, 1/4' =17 ' unlose otherwise noted S'bQct SDrycripflon, Framing patalls asw: z3 /Vol 251 e D1 — — — — — — — — — — — New a',deep x I / footing placed under edge of existing slab with one #5 rebar on a chair. O New b" deep x 12" footing placed under edge of existing slab with one #5 rebar on a chair. — — — — — — — — — — — — — r — — — — Foundation \ 1/2" Scale Structural: Foundation, Framing, Section Keyed This page Notes 1. Concrete Slab 4" thick, 6"W' #10 wire mesh shows an reinforcement over .006 visquin barrier over compacted fill. Fill to be treated per local d�.1 e n d a 1 1 1 to requirements. Fiberglass reinforcing fibers may be (,� u used a substitute.. 2. Monolithic footer -12" wide by 12" deep (minimum). the shed Use 2 c� #5 rebar on chairs. 3. Fin windows installed per manufacture's Florida plans. If there Approval documents (Florida Approval numbers supplied by the owner/contractor. 4. Door to be installed per manufacture's Florida is no footing Approval documents (Florida Approval numbers supplied by the owner/contractor, along the edge 5. Plywood gusset glued and nailed to 2 x4 rafters. 6. 2 x 4 rafters set 24 inches on center, of the s 1 7. Framed stud walls, studs placed 24 inches on center. Studs are aligned directly underneath rafters therefore double top plate not needed. then footings 8. H2.5 Simpson clips placed each rafter to stud wall support. sh ry u 1 d �e 9. SP1 Simpson connector placed at the top of the stud �,•+ to the plate. 10. SP1 Simpson connector placed at the bottom of each placed under stud to plate. 11. T111 type plywood siding used as both finish and as the. edge of structural sheathing. 12. House wrap as desired. This is totally by owner option, the slab as 13. Y2" OSB plywood roof sheathing. 14. Asphalt roofing over 15 pounds felt placed according shown on this to code. Roof are entirely responsible for all flashing and all waterproofing. 15. Use'/2" expansion bolts to tie bottom of wall to slab, page. place every 48 inches minimum and all corners and edges of door, 16. Due to the plywood sheathing this system is inadequate header and will work in this setting. 17, Place a 3" x 2" steel angle iron, 1/8 of an inch thickness, along this double top plate to strengthen it adequately for the roof loads. #1 85 - 1 14 %04 1�\t�ING • SA�CRD REVI'lGj. t2' �FPAP.�� c VAJ(ll � 1� T m •- p �, N N �Q X D� y� W C, O�NYm [L T3 m d c i � c ltJ to 12 E A LL V) co m co p L � � o Z U m to m O r ® r.L M - W Cl) M to° Z U) M T- U) Q All Scat" are 1W Unloeo otherwise noted Silwo Dv5c11ption; Revised Foming issue 04W 23 /+,prit 2013 D2