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HomeMy WebLinkAboutConstruction Plansrc z SURVEYOR'S NOTES 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF RECORD BY ACCURIGHT LAND SURVEYING, INC. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED. 5.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. _-M LEGEND A/C - AIR CONDITIONER FND. - FOUND CONC. - CONCRETE COV'D - COVERED I.P. - IRON PIPE I.D. - I➢ENTIFICATION I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE N - NORTH E - EAST W - WEST S - SOUTH N.A.V.D. BB - NORTH AMERICAN VERTICAL DATUM 19BB N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 SET I.B. - SET 5/8' IRON BAR CAP #4459 (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED DESCRIPTION (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING CC) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING SYMBOLS O - CABLE TV BOX C91 - WATER METER - CENTERLINE LEGAL DESCRIPTION LOCXK 'G', PALM GROVE SUBDIVISION, ACCORDING IAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK i 4, 4A THROUGH 4D, OF THE PUBLIC RECORDS OF : COUNTY, FLORIDA. FRONT SIDES_ CNR SI± (PERTY LOCATED IN FLOOD ZONE-. ;E ELEVATION, N/A IMUNITY PANEL NO., 1202BS-0277-J "EDi 02/16/2012 ]PERTY STREET ADDRESS, EUROPEAN LANE PIERCE, FL., 34992 !TIFIED TO, 'HOMAS SCHOENBERG & EILEEN H. SCHOENBERG 'HICAGO TITLE INSURANCE CO. THE LAW FIRM OF JOHN EDGAR SHERRARD, P.A. 'RIMARY RESIDENTIAL MORTGAGE, INC., ITS :CESSORS AND/OR ASSIGNS A.T.I.M.A. BOUNDARY SURVEY 0 fu Al Z V) Z F- J Z) (n Z 0 U If) w w Z Z g Z Z '5 Q J w w z LD /Z w V � EARLE R. STARKEY - PROFESSIONAL LAND SURVEYOR REGISTRATION NO. 4459 - STATE OF FLORIDA 0 SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Q RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER 00, nn m N N N w U N P Li v Dm z W a a� ,c w4 X mw sr N CONTRACTOR: South Florida Aluminum Products Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manuel prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in high wind areas, 2010. 3. ASCE 7-10. Loading Criteria 1. Live Load: N/A 2. Dead Load: N/A 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: VmT =150 MPH Nominal Design Wind Speed: Vsw = 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure C 4.4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass Room: Non -Habitable, Unconditioned I Scone of W ork: Does not include analysis of existing structure. Roof Type 1. Roof Type: N/A 2. Reef Material: /A Foundation Design Existine concrete slab. No additional concrete footine or slab is required to resist the loads Imposed upon the existing slab by the proposed construction if the existing slab is a minimum of4" thick and in sound condition, tree from structural cracking, snalling, or other deterioration Specifications The following specifications we applicable to this project: 1. All work shall be in accordance with the 61h Edition (2017) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Florida Aluminum Engineering, Inc. 3. Fasteners am, required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 4. Approved concrete screw anchors to be Simpson Titen-HD or equivalent S. All SelfMadng Beam Sections are to be stitched with either 414 screws 6" from ends and 24" center to center or k12 screws 6" from ends and 12" center to center. 6. Door location shall be determined by contractor in the field. 7. Where concrete specifications are required, whether in the screen enclosure scope or no, by one or more regulatory agency, the following specifications are applicable: a Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - large Aggregate 3/4" max - ASTM C 33 iti. Air entraining+/-1%-ASTM C 260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not pemdned Is. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Wclded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist core or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. IL All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no. 2 southem yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, wommsalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cra salt treatment in accordance with fs. u-w-571 and bear the American Wood Preservatives Institute quality mark Ip-2. c. Wall Sheathing: APA rated Shcatldng, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from PT lumber by 309 felt paper, 10 mil polyethylene sheet or equivalent material. 9. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows en alum members and specific sizes as indicated on A-1. 10. Contractor shag provide any additional backing (aluminum, wood etc..) and anchors as required by the window manufacturers recommended procedures. 11. AR glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 12. All flashing and weatherproofing shall be provided by the contractor. 13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. STING EXISTING 3 POST f3X3 POST ,, * / CD o 0 e� z 0 a * ~ :U C 10 % Z �V 1X31N W/ 1X3IN W/ 1X3IN W/ 1X31N W/ x 2X31NSERT 2X31NSERT 2X31NSERT 2X31NSERT W N N N N N to N N Uzi C x N l X x X X PO X X A-2 X CI M 2X3X0.125 2X3X0.125 rn PI) M 2X3X0.125 n 2X3X0.125 M `� r NMI 1X3RC 2W/ XA3>-31�NSW/ X3RC W/ 1X3RC W/ X3ERT RTJ ALUMINUMEKICKPLATE (TYPICAL) "3'-0" 3-11 2 5'-6 5'-6 COMPONENTS & CLADDING - Vase ® 0�Z/- C DESIGN PRESSURES FOR WINDOWS / DOORS: +29.4 PSF / -38.7 PSF-y� FLORIDA PRODUCT APPROVALS WINDOW: CWS ARIA SERIES HS-620 - FPA# FL 17355.3-R4 DOOR: CWS SERIES GUARDIAN HINGED - FPA# FL-161.1-R6 � LU W W d z m ra w z z Q z O avW N z V) cc w W C J u O a F- U o 1 cZ z m G (D m � z z u� d S Q W Wpm Q W z 0 0za LL. tri 0 z b)maOm w �wjaM U 00 w W m d n V 0 LL DRAW TPN BY 01/21/20 A REVISION A-1 ALUMINUM MEMBERS DEUNSIONS \\\\\\�1111/1 1,1,Iq//// , �j7 ��j� HOLLOW SECFIONS \\\\,�'C •• ••',• 2x2: 2"x2"x0.046" \\\!V �i� 2x 3: 2"x3"x 0.050",M 2x 4: 2"x4"x 0.050" CONC. �:��� b•, 2� CODER ' 7 i 2x5: 2"x5"x0.050" • Q p O SCREWANCHOR Q 24"D.C. : Z W J C OPEN BACK SECTIONS WOOD HEADER: WO 010 x 2" OD SCREWS gip. V FW- Q ¢ O - lx2: 1"x2"x0.040" UPRIGHT 0irD.C. EXISTING g(n i F... �•� 1 x 3: 1" x 3" x 0.045" HEADER We-, 2"x Tx 1/8"ALUM ANGLE •. Z ••• '��j SNAP SECTIONS WI (4) #14 x W" EACH FLANGE EACH SIDE OF-\ _ _ _ _ _ _ O .,. ��woHANNEL ••• ..• 2 x 3 Snap:2"x3"x0.050" UPRIGHT 112"x31/8"x0D6z'ALUM , •(• Qp`O\\\\\\ 4 CSMSQ ,///////1111111N1wol 2 x Snap: 2"x4"x0.045" 2"x3"x 0.125" WE/C#1 x3/4ING 6'D.C. INSERT EACH SIDE PANELINTO I I SELFMATING(SM)H z3 SF 2 x 4 SMB: 2" x 4" x 0.044"x 0.100" — — — — — — -- — - OC 2x5 SMB: 2"x5"x 0.050"x 0.300" lLI W W d ——— — — ----- - - -- --------- 2 x 6 SMB: 2" x 6" x 0,050"x 0.120" 2x7SMB: 2"x7" x 0.057'x 0.120" 1"z 3" RECEIVING CHANNEL ' I Z m �� � ��� 2 x 8 SMB: 2" x 8" x 0.072"x O.IZ4" to 2x9SNO: 2"x9"x 0.072"x 0.124" WOOD: #l0x2"WOODSCREWS W Z 2x1USMB: 2"xl0"x0.092"x0.398" Q 1z' O.C. J ccto CONC: Q Q Z° MINA4UM FASTENER EDGE DISTANCE: la' 1/4"DIAx 2"CONCRETE O d N MINIMUM FASTENER SPACING: 3/4" SCREW ANCHOR Q 24"O.C. to Z H a U CONCRETE SCREW ANCHOR 1"x 3" RECEIVING W SIMPSON TITEN HID OR EQUIVALENT ,W DIAL x2"CONCRETE SCREW ANCHOR 24" O.C. CHANNEL LL O -� O SHEET METAL SCREWS(SMS): Q EXISTING HOSE � F IT W / BUB,DEX OR EQUIVALENT (L B POST TO CONCRETE DETAIL B-1 Z ^ A-2 SCALE:NTS _1X3RECEIVINGCHANNELTOHEADERDETAIL UI"�',� z A 2 SCALE NTS Z Hn J 2LLmm a uj W�mm = Q W z 0 OZa s W b% ILL CONC. HEADER: 2"z3"x0.125" 14" x NANCHOETE KICK PLATE / SCREW ANCHOR Q 24" D.C. 24ALUM 7. 0.024 ALUM WOOD HEADER: 2. SCREW ALL CORNERS #10 x 2" WOOD SCREWS 3. 100 B-120 B WIND ZONES Q 17' O.C. USE 98 x 5/8" SMS Q 17' D.C. / 4. 120 C -140 B WIND ZONES 012 x 3X' SMS THRU RC 5. USE x 5/8"EMS Q B"O.C. 140 C -150 B WIND ZONES / I NTO Xx EACH SI DE AT FROM USE #B z 5/8" SMS Q 6" O.C. CONCRETE 6, 150 C 8 ABOVE VA N D ZONES USE #12 x 5(8" EMS Q 6" O.C. 7. SCREW GIRT, BOTTOM RAIL 8 BOTH SIDES OPTION 2: LU W 8. MAX KICK PLATE FTT=38" ALUM L8CEIVIN" W Z INTERNAL cc (3) # O�x 3/4"NG INTQ GIRT CH FACE &(3)/ -----— — — — — — — — [CHANNELWI # OO 3/4' INTO UPRIGHT D Q w i� W 11/z'x 31B"x 11/2' x 0.06T W D-U m O 2"x3"x0A25' 11/Tx 31/8" x 0.08T ALUM — — — — — — — — ALUM RECEIVING CHANNEL � INSERT RECEIVING CHANNEL / ALONG SIDE OF HOST WALL W W (Lm j W/#12x3/4"SMSQB'O.C. EACH SIDE OF PANEL INTO — — ' — — — — — % ATTACHED W/ CONC: 0 W F- O = m 2"x2"x1/8"ALUM ANGLE 2"x3"x0.125" 1/4"DIAx AxC E U- O J W/ (4) #14 x 5/8" EACH CHAIR RAIL MEMBER OC SCR NW-ko T1 Tf1 V LL LL FLANGE EACH SIDE OF UPRIGHT / W W DRAWN BY UPRIGHT AT'16,O QW TP UPRIGHT OG 0 DATE DRAWN / �1® k 01/27/20 EVISION SLAWFOOTING ' SEE PLAN B-2 POST TO HEADER DETAIL C C HAI R RAI L TO U P R IGHT DETAIL C-'I 2X3 TO HOST STRUCTURE DETAIL 4 SHEET NO: SCALE:NTS A-2 A-2 SCALE NTS A_2 SCALE: MS �_ N r1 ry pt fi D © z o o PROIECTADDRESS: SCHOENBERG FLORIDAALUMINUM < m 418 EUROPEAN LANE ENGINEERING, INC. ^I N O C� � I -0 SM MARINER SIREETSNIIE 210 ' WZ I j Oz Z K FORT PIERCE FL 34982 TAMPA FL 33609 FA)L(813) 3744516 FLORIDA LICENSE: CA LIC. NO.32807 PROFESSIONAL ENGINEER THOMAS P. ARNETT, P.E. LICENSE No.#46043 Or PS P. A y4li4 • ����� Off` ......... N4. �wm � i �� . •� O ENS •.,. NO. 46043 STATE OF NMTO RF RFPRMII(:FN IN WHOI FM IN PART WRHOIITTHF WRRTFN PFRMIARION OF FI