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HomeMy WebLinkAbout1058 Rutgers LnApplication No: �y ptdS '.F JUN 17-2014 •;.31. ►y--I-F] �� CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ 91 q D0 Job Address: 1055 Parcel ID: 3 3 –1 _[ "36 6000 ` 2 5 80 Historic District: Yes 0 no ❑ Zoning: Description of Work: 'e ��1S.P1 IDS _ Pp — �_A__`QC"At±:= Plan Review Contact Person: Phone: Fax: Title: E-mail: Property Owner Information Name f7l L��r�C�1y1/ 'r �,/ _o� Phone: Z y�PiO Street: IO 69� Rv ril f'a LIME Resident of property? City, State Zip: SMOM FL 32,5W jpl5-t741C-r DFMAl /ACContractor Information ,/ M Name�U;,�/lV F.�.� lO© Phone: f 77:'7"Z3 �"/ � 2 N Street: +to oje I r r C I— �ff��%g/4 Fax: -1-o7- 3Na 774!7 City, State Zip: f QA)A State License No.: Arch itect/Eng1neer Information 2 p� p - Name: S l �CiV E C1. www Phone: 7 �2' 0 T o -73 Z+ Street: r City, St, zip: S i' -34 Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical ❑ New Service – No. of AMPS: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type Flood Zone: Mechanical ❑ (Duct layout required for new systems) No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: U GENERAL NOTES 14015 ( ULT ) A. Wood: I. All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Pine *2 Grade (Fb = 1,000 psi min.) 2. All lumber above grade (non -decking) shall be Southern Yellow Pine *2 Grade 3. All framing lumber shall be hem -fir *2 grade or equivalent 4. Wood structural panels shall be !-!z" Min. thickness, exposure 1 structural sheathing 5. In all instances inhere aluminum comes into contact with pressure treated wood, provide dielectric separation B. Concrete: N/A G. Masonry: N/A D. Aluminum 1. All structural aluminum conforms to the minimum requirements of 6005 - T5 for alloy and temper except as noted below: Great Room 12 ridge beam .....6063 - T6 Corner Column .......6063 - T6 H -Column .........6105 - T5 2. All structural aluminum work conforms to "Part I -A - specifications for aluminum structures - allowable stress design: or "Part 1-15 - Specifications for aluminum structures - building load and resistance factor design" of The Aluminum Association, Inc. Seventh Edition, Effective January 2000 3. In all instances where aluminum comes into contact with steel, or pressure treated lumber provide dielectric separation E. Glass I. Glass units consist of two panes of 1/8" thick tempered glass with a 5/8" stainless steel spacer between panes with an argon fill 2. Glass conforms to ASTM E1300 Solid Wall Panels 1. Aluminum panel skin is Alloy 3105 - 1414/1425 and is 0.024" thick min. 2. Panel Core Foam is Preformed Expanded Polysterene Board (EPS). F. Sealant .. 1, All sealant conforms to TT - S - 001543 - A, TT - S - 002306, ASTM C - 920 Type S, Grade NS, Class 25, G. Gaskets .. 1. All gaskets are co -extruded and are non -migratory. H, Fasteners 1. All lag bolts shall conform to stainless steel type 300 18 - 8, with standard flat washer unless manufacturer galvanized bolts specifies for use with ACQ pressure treated wood 2. Hex bolts has be ASTM A325, plated with standard flat washers and nuts 3. All concrete screws shall be 4" x 2 V2" min., Simpson, Hilti, Rawl, Tapcon, Redhead, Dynabolt, or approved equal 4. All metal ties and associated accessories shall be hot dipped galvanized 5. 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 10 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. 1. All expansion anchors shall be designed in accordance with the specific manufacturers requirements and allowable loads and shall only be applied in conditions acceptable to manufacturer 8. 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 - 18 I. Site Preparation 1. Foundation systems must be placed on clean, compacted, termite -treated flll/soil with vapor barrier. 2. Existing Foundation, footing and slab if noted on the Floor Plan have been evaluated t found acceptable for this application. J. Reference Standards: ASTM E 119... ASTM E 1300... ASCE 1... AAMA/NPEA 2100-02 3.0: Use and occupancy category 2 addition 4.0: All fenestration products comply 5.0: All wall and roof panels and assemblies comply 6.0: Does not apply to category 2 additions 1.0: All applicable provisions comply K. Florida Product Approvals (provided by contractor): "SEE PRODUCT APPROVAL AFFIDAVIT" All listed product approvals have been reviewed and accepted by the engineer of record. L. DESIGN LOADS: This structure has been designed In accordance with, t meets the requirements of the Florida Building Code, Residential 2010 Edition t Amendments t ASCE 1-10 per Section R301.2.1.1, t all applicable sections of R301 design criteria Design Roof Load: Dead Load (Addition): 10 PSF Live Load (Roof): 20 PSF. Design Criteria: Wind Velocity (ULT): 140 MPH (3 sec gust) Exposure: B Risk Category: II Building Height: < 30' Mean Roof Height: <15' Enclosure type: Enclosed Max MWFRS Pressures: Wall: 16.6 pef Roof: 26.3 psf Max Components and Cladding Pressures: Roof Zone 1: +10.0/-24.8 psf Roof Zone 2: +10.0/-29.4 psf Roof Zone 3: +10.0/-29.4 psf Worst Case - Wall Zone 4 / 5 : +19.4 / -23.6 psf M. Abbreviations The following list of abbreviations is not intended to represent all those used on these drawings, but to supplement the more common abbreviations used: TYP. - typical SIM. - Similar UNO. - Unless Noted Otherwise CONT. - Continuous V.I.F - Verify In Field N. Responsibility I. 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 5. Refer to the manufacturers shop drawing for further details 6. Any details not shown are to be engineered in accordance with standard engineering Practices. 0. Miscellaneous 1. This structure conforms with Catagory II Sunroom requirements. 2: Catagory II Sunrooms per AAMA/NPEA/NSA 2100-02 Section 1.0 General Requirements for Sunrooms Subnote 1.1 Electrical Requirements Subnote 1.1.1: F-g-ese Lighting required only) Subnote 1.1.2: Exceptions: Catagory II Sunrooms are exempt from requirements for receptacle outlets JOB SPECIFIC NOTES SEE PRODUCT APPROVAL / NOA OUTSIDE FACE OF i/4" x 2 i/2" ST 11UCT INTO EXISTINGGSTRRUCTURE FOR TYP, CONNECTIONS FOR OPENINGS EXISTING STRUCTURE a 16" O.G. MAX. VERTICALLY GENERAL NOTES APPLY CAULKING 1: CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA F_ - - - - - - - BETWEEN SILL 4 WALL PLAN VIEW BUILDING CODE 2010 EDITION E WIND CRITERIA PER ASCE 1-10.INSIDE ROOM EX18tiNG *10 x 3/4" tEIG SCREWS 2 x 3 COL 2 x 3 ALUM. a RECIEVER CHANNEL TO COLUMN 12II O.G. VERT. © RECIEVER CHANNEL 2: NO EGRESS OPENINGS FROM ANY BEDROOM / SLEEPING ROOM- I STRUCTURE I HAS BEEN COMPROMISED BY PROPOSED SUNROOM (2) *10 x 3/4" TEK WALL PANEL -SCREWS SILL TO 3: APPROVED SHUTTERS OR IMPACT RATED EXISTING OPENINGS LEADING - - - (4) *10 x 3/4" TEK / WINDOW COLUMN TO NEW SUNROOM ARE REQUIRED PER FBC 2010 -IF APPROVED SCREWS A RECIEVER - - A- - - - SHUTTERS ARE EXISTING THEY ARE TO REMAIN - PER FBG 2010CHANNEL TOP/BTM TO COLUMN IL ELEVATIONS ARE REPRESENTATIVE ONLY I SOLID I� *10 x 3/4I' GABLE ATTACHMENT TO EXISTING STRUCTURE 4 ELE SILL PANEL TEK SCREW NOT TO SCALE 12" O.G. FILLER (TYP.) SUNROOM CATEGORY "II" REQUIREMENTS INSIDE ROOM (3) *10 x 3/4" TEK SCREWS WALL EACH SIDE OF COLUMN 1. PER AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS PANEL CATEGORY "II" REQUIREMENTS- - - (2) *10 x 3/4" MULLION , t CLIP TEK SCREW _ _ ,U 0- (L . - - - SEE SILL 2: CATEGORY "II" SUNROOMS PER AAMA/NPEA/NSA 2100-02 g 12" O.G. _ J -� I CONNECTION SECTION 1.0 GENERAL REQUIREMENTS FOR SUNROOMS I , (YP.) U 3" x 3" x 0.125" U ; ; ; SUBNOTE 1.1 ELECTRICAL REQUIREMENTS - _ _ z ALUMINUM Z _ _ FOR DETAIL SUBNOTE 1.1.1: (EGRESS LIGHTING REQUIRED ONLY) ��I ---JII - = n� COL. --- SUBNOTE 1.1.2: EXCEPTIONS: CATEGORY Ii SUNROOMS ARE - I III (TYP.) J , EXEMPT FROM REQUIREMENTS FOR RECEPTACLE OUTLETS. FT\ x' I j' *12 S.T.S. ® PLAN ViEW j PER N.O.A. r�- _ I� , �� � CONT. �i I ' ' ' 1 1 U +� / (3) *14 x 3/4" TEK SCREWS .055" EXTR'D FOUNDATION /SLAS NOTES OR I I I I 111 I 10 x 3/4 TEK VERT, SCREWS CLIP TO COLUMN ALUMINUM SILL �l EXISTING SLAB/FTG. TO REMAIN i �� SLIDER �� u SEE 11 I WINDOW g s O'C. TYP 3 ALUM. COL. CONNECTIONS FLOOR I n ' ELECTRICAL NOTES I I _x NOT TO SCALE PLAN I: ANY ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2008 (TYP.) ' _ _ _ " *12 S.T.S. - - � - - :1•: CAP EXISTING NATIONAL ELECTRIC CODE t CONFORM WITH THE FBC t ALL LOCAL CODES, I II PER N.O.A. INSIDE ��-, SLAB IF NOTED OF a 2: ALL ELECTRIC COMPONENTS SHALL BE TIED TO EXISTING MULLION* ROOM ELECTRIC SERVICE t PANEL SPARES i CLIP (2) 10 x 3/4" I TEK SCREW 3. PLACEMENT OF ALL ELECTRIC COMPONENTS BY _ - - _ 0 12 O.C. SILL CONNECTION TO CONCRETE LICENSED ELECTRICAL CONTRACTOR (TYP") (U 3/8" x 2 1/2" CONCRETE SCREWS ON EA SiDE OF UPRIGHT i (2" MAX) 4, ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL WORK. SOLID �41111*10 x 3/4" t MAX 12" O.G. BETWEEN PANEL TEK SCREW SILL OR /a 12" O.C. UNIT WIDTH / LENGTH THE EXISTING VERTICAL LOADING/UPLIFT HAS GLASS (TYP.) SILL NOT CHANGED WITHIN THE SCOPE OF THIS PROJECT THEREFORE ONLY SHEAR LOADING WILL BE ADDED _ _ J - _ SILL TO CONCRETE SLAB CONNECTION DETAIL TO THE EXISTING SLAB/FOUNDATION. THE ADDITIONAL FE ] NOT TO SCALE ALUMINUM COLUMNS WITH THE CONNECTION TO THE EXISTING L SEE SILL CONNECTION DETAIL 4" SLAB ARE STRUCTURALY SOUND FOR THE ADDITIONAL WALL SECTION WIND LOADING FOR THIS PROJECT AND THEREFORE REQUIRE NO ADDITIONAL FOUNDATION. Not TO SCALE EXISTING RESIDENCE $ OPENINGS TO REMAIN EXISTING ROOF SOLID KICKS SIDEELEVATIONS 1/4 = 1, O FRONT ELEVATION 1/4" = 1' 011 CONTRACTOR TO VER/FY EXACT WINOCW 61ZE6 TYPICAL ALUMINUM COL. SYMBOL KEY A 3 x 3 x .125 HOLLOW ALUMINUM g 2 x 3 HOLLOW ALUMINUM ELECTRICAL SYMBOL LIGHT 0 M OUTLET d SWITCH $ j 00 a, wM EXISTING RESIDENCE 0 M HOSKEN RESIDENCE E OPENINGS TO REMAIN � W d - 00 r VU 00 : Z UN -AIR PRODUCT P� MANUF. CONDITIONED MODEL* NON-HA5ITA5LE PRESSURES C, z� EXISTING COVERED PORCH s dpi E CONCRETE SLAS TO REMAIN +13.3 -100.0 PSF ; a� 8500 Non -Impact FL 15428.1 + +60.0 -100.0 PSF SEE FOUNDATION 2000 LaPorte FL 15443.1 FRENCH DOOR / SLAB NOTES An An DfN, o ./- 4' ENC +/_ 4' HRZ SL WIN HRZ SL WIN FLOOR PLAN 1/4 = 1 O OFFICE REVIEWED POR CODE COMPLIANCE PLAN MI ER ATE WALLS UNDER SYSTEM PORCH ENCLOSURE SOLARIUM PER AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS SUNROOM CATEGORY "II" REQUIREMENTS O 00 a, wM O 0 M HOSKEN RESIDENCE ZpWA�N M j/ � W d - 00 r VU 00 PROD. DESIGN Z C) Ln PRODUCT P� MANUF. MODEL* PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WILL BE HOSKEN RESIDENCE INSTALLED IN THE STRUCTURE LOCATED At: 1058 RUTGERS LANE SANFORD, FL, 32111 PROD. DESIGN PRODUCT PRODUCT MANUF. MODEL* PRESSURES APPROVAL HRZ. WINDOW +13.3 -100.0 PSF LAWSON 8500 Non -Impact FL 15428.1 OUT -SWING +60.0 -100.0 PSF LAWSON 2000 LaPorte FL 15443.1 FRENCH DOOR Non -Impact SOLID +/-80 PSF3" ELITE x 0.032"x 20 ape FL 1561.1 PANEL MATERIAL Aluminum Composite Panel I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR 014 1 % 7 T USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS, AS SIGNED, SEALED 4 DATED HERE... y oNFORD BUILDING DMSION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER S IN PLANS, RUNS RUCTION OR VIOLATIONS IONS OFR COTHIS CODE ®�d Z 0000 0000 024 rn 0 Z� D ® 0 NE1010 • '� t'11 �_ LA N C� (V Ute. U LU a �o�or Z t X a - A0 �(L © copyright 2014 All rights reserved. REVISION DATE JOB * 1421 DATE : 3/1/14 SHEET l of l