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HomeMy WebLinkAboutDRAWING RED TAILED HAWK DRIVEp.reserve.'. Lot line N SCANNED BY �r V-ude COUVIV Lot 7026 Savannah Club 3616 red tailed hawk dr Port St. Lucie, FL 3495 I 12x10 shed r i; Pan carport e 30x64 12x56 0 S ;home e r 8' v 12 e I Factory deck 10, Red tailed hawk drive Scale 1"=10' I L 117', C c 0 c - E 0 E rn �^o ;A : D - 0 Z t c v O to j 4 N ^ 0 00 in 0 0 � N s—oc O m 2a, O�c N n 6' 16'-0 1/2' �10'-5•��ii'-9•-11 14'-0 1/Y I �— 6Y-C 4 -Cr •-- 54•-C � 5W-O• 46'-D' — 42*-C .la'-Cr 3e-ti 30-T — 26'-O' — 2Y-C Mr-D• � ur_oD — 7D'_D'' — w-p• s.- 27'-9-•'PoDM BEAM 20'-8'•'OPEN w-Br-F DGE BEAM d-0' tL'-a' C-a' 1Y-V •-!r c ae°O x1m mivm INS SU 5T-w I l FI 4Y.21W ar.• 39a3w• 21$ t9as<• tns- .__......._._..__....._......... ....... ......... ....._................. ............ .......... ..._..,•.........._-_t-fRE55....... _.-_...._...... - EGRESS .� i I CZ) 9E1tE5 ............_...._._...._...._.._............._......_............._..... ......._..... _....... 4..._....__.._._........_....._..._..._......- I.y.....-. se .._....._...._._.-.._._...._._. ......... ......_...._t_-.-__._._ L..._......_.................. _._,......... 2" .... ...... ._.:_..........._._....... _.._....___...c....._,__....._.......__.._____......_.........._...__..........a.......__... ............... 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D'�um .set tloe �!►,�j ® I penal ln5tfucGon ron vOta ..A1D4FMt � �� fa'-Y tY-tf _Y 2s-tr tr.+ tr•r A 3/4 d 1" t/r T •Cetcnt rt.�;+.ee ISO trr `-- ttor ms nutar ato set'mm rn CcJvw+ Rcrum rLr-0•<-�• Cn.r-L` /rr!ugtc GU_b 27-Ir'-=GE DEAM '-H-•'OPfl4 W-tr••ROCE BEAM 919. t'itr CF 6•w T.- 0.Y-P 4--55-4' ►-- aS'-s' w— Sp•_p• w` u'-!i 39--4• 4— 34•_p' a` ZC_a' 4— 23'-4' 4••- ta'-D' 4— tY-C o— Y-e '►^ -p +7m 2 4.-p' V.Tc Tr 0 M347502 I 26'-21/2' '1----8'-3'—�5-9'1/2' 3'-2t/8' I0-17/6' 3-12Raotnro: © CDPYn9ht 2016 �t 4' K 33• t7-r r rr£cX cOu.�tf RrOR ut OR PSPfQficnTA45 FOIm Harbor Hturtas. Inc. All Rights Reserved 6 r S 4' 4' 6' r------------------------------ l T11— k= 1! ; _ A I�/l T l--� c I c ! G7 __ �. — — "] CONTRACTOR: B.A.C.H. LAND DE` ' � '-1PMENT, LLC. DESIGN CRITERIA: 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 AA ADMI Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 PSF 3. Wind Load- 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category I. 3.2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wmd Speed VULT =150 MPH • VASD =116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure C 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Patio Cover / Wood Shed: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" 0.024" American Metals Supply Riser Panel, Florida Product Approval Number FL 16952-112 Foundation Design New Type II 4" Monolithic Concrete Slab - 8" x 8" w/(1) #5 Cont. 31" overlap at joints on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1,500 DO. Specifications WIND SPEED.-) EXPOSURE HAVE BEEN DETER ,ED USING THE ADVANCED TECHNOLOGi-6JUNCIL'S WEBSITE AND GOOGLE EARTH. Specifications The following specifications are applicable to this project 1. All work shall be in accordance with the 6th 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 Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved 4. Fasteners are 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". 5. All Self Mating Beam Sections are to be stitched with either #14 screws 6' from ends and 24" centerto center or 912 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 not, 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 iii. Air entraining +/- 1%- ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water A* Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded 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 cure 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. h. 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 southern yellow pine and have a maximum moisture content of 15% b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with f.s. tt-w-571 and bear the American Wood Preservatives Institute quality mark 1p-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d Aluminum members that are uncoated shall be separated from PT lumber by 30# 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 to alum members and specific sizes as indicated on A-1. 10. Contractor shall provide any additional backing and anchors as required by the window manufacturers recommended procedures. 11. All 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 engineering fee. 0 �` THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, NOTE ST. LUCIE COUNTY BUU Drq .. ION REVIEWED FOR COIND'L �i _ REVIEWED B DATE Shoi 11 PLANS AND PERMIT MUAT BE KEPT ON JOB OR NO INSPECTI0 1 L BE TNUDE. OONCRALLO FAST E ;ERS OR 0AGHPr`016 ME THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD A-2 A-2 BUILDER TO PROVIDE CERTIFICA17ON FROM MANUFACTURER FOR NEW ADDITIONS 2X8SMB 2XBSMB 2X B 2XBSMB 2XSSYB CROSS BEAM CROSS BEAM CR BEAM CROSS BEAM CROSS BEAM )) 2X6 STUDS U3NDER b 2x6sMe CONNECRON m END BEAM - A-2 2X5SMB b 2X5SMB iV ENT BEAM (TyP) io A-2 2X5SMB2x8 O 18 O.0 mGE BEAM rA A-3 46'-O' lw-cr NOTE: DOOR AND WINDOW LOCATION FOR SHED TO BE VERIFIED IN FIELD BY CONTRACTOR COMPONENTS & CLADDING - VAM DESIGN PRESSURES FOR WINDOWS / DOORS: +25.9 PSF / -34.7 PSF ADJUSTED CO-EFFICIANT FOR EXP C - 1.21 +31.3 PSF / -42.0 PSF 2) 2X6 TOP PLATE 1NYL SIDING IOUS7: WRAP /2- PLY CDX 56 BOTTON PLATE �0 �-`Uj z � V r W J U Q= MdFU 16UL SEAL i� O V LU tY LA- 0 li LU LU Z W Z LU I•w Z J Q N Q 0 Z e/f N to LLI Q b LU O �G d LJ ❑ W LU a a d m -� o iiZr a. � Wp$ CM Jm C�Z pZ L Z Q Z 7 O 7 F-LL C'u� 0 W M J Q J F. Z W 6 Q r- M Qto0E--I (q M -1 (1) LL DRAWN BY CD DATE DRAWN 01 /30/18 SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIC; " - ` ' HOLLOW SECTIONS ` 2 x 2: 2" x 2" x 0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" #14 x 3/4"SMS W/ OPEN BACK SECTIONS NEOPRENE FACED 3" x 12" RISER 1 x 2: 1" x 2" X 0.040" WASHER @ 4" O.C. PAN PANEL 1 x 3: 1" x 3" x 0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" j 2 x 3 Snap: 2" x 3" x 0.050" I I 2 x 4 Snap: 2" x 4" x 0.045' 3" x 3" x 0.093" 1 I POST I PROFE SIONA SEAL SELF MATING (SMB) • 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" I I I I• 2 x 5 SMB: 2" X 5" x 0.050" x 0.100" I I 2" x 8" SMB ' 11 2 X 6 SMB: 2" x 6" X 0.050" x 0.120" (2) 3/8" DIA. CONCRETE I I • I• 2 x 7 SMB: 2" x 7" x 0.050" x 0.120" SCREW ANCHORS (3" CONC. EMBED) ,\l I 2" x 5" SMB La 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 1 1 INTERNAUEXTERNAL I I°• CC Ld 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 3" x 3" x 118" EXTRUDED 1 1 LJ n- a 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" POST BASE W/ (2) 316' DIA. THRU BOLTS I 11 ( • Lu � d c" MINIMUM FASTENER EDGE DISTANCE: UT' 3" x 3" x 0.093" • 1' LL O 0 z ` Lu MINIMUM FASTENER SPACING: 3/4" POST cc Q W w W m J m o a s *` r I I 1 1/2" x 2116" x 1 1l2" x 8" x o.062"ALUM W y CONCRETE SCREW ANCHOR: v j RECEIVING CHANNEL W/ (7) z Q of of SIMPSON TITEN HD OR EQUIVALENT m • : • • #14 x 3/4" SMS EACH SIDE OF z Q z SHEET METAL SCREWS (SMS): '•' m • BEAM & (4) 3/8" DIA. THRU BOLTS O u z u ITW / BUILDEX OR EQUIVALENT - "°. "• : ,� ' INTO POST z W 2 O HLL cc� S ISER PANEL TO POST CONNECTION A_2 SCALE: NTS B 3" x 3" POST TO CONCRETE CONNECTION DETAIL z A-2 SCALE: NTS G U = J NOC Lu I L J O I � l W Q N O Z Q N N = V NOTE: :3z m °qqC BUILDER TO PROVIDE CERTIFICATION FROM N Lu ti u r d MANUFACTURER FOR NEW ADDITIONS 1 1/2" x 21/6" x 1 1/2" x 0.062" BEAM DEPTH CHANNEL W/ - - (4) #14-x3/4"SMS INTO ---- - - - - — _ — _ EXISTING HOST WALL -- _ - BEAM EACH SIDE & - - _ - - - -- - --- (4) #14 x 3/4" SMS INTO CARRY BEAM EACH LEG I 2"x8"SMB 0 • • #10 x 1 1/4" SELF- TAPPING SCREWS • • @ 16" O.C. I — - Lu 2"x5"SMB E I • = • FLASHINGIn 0 • #12 x 3/4" SMS I PANEL RIB • C.) ~ @ I Q W N W C, • z w o U 10 Q2"x8"SMB I • O ��_��c) • Qcfl0I—� I d cM J U) LL CROSS BEAM I DRAWN BY ' (4) 1/4" x 3" LAG SCREWS INTO WALL CD 3" BOXED END (4)#12x3/4"SMS RISER PANEL EACH PANEL - - 11/2"x21/8"x11/2"x8'x0.067' ALUM RECEIVING CHANNEL _/ DATE DRAWN w/ (7) #14 x 3/4" SMS EACH 01 /30/18 STYROFOAM PLUG 3" x 0.062" EXTRUDED SIDE INTO BEAM REVISION RECEIVER CHANNEL S-1 CROSS BEAM TO INTERMEDIATE BEAM ATTACHMENT i 05/07/18 SCALE: NTS A-2 # 12 x 3" SMS INTO HOST-SITTF BEAM S-3 EDGE BEAM TO HOST ATTACHMENT DETAIL S-2 SCALE: NTS A-2 RISER PANEL CONNECTION TO HEADER SHEET NO: A-2 SCALE: NTS A-2 NEW WOOD FRAMING aY'� \`\���Illllrrr ii� uz CUD os PR8FE?SbIll0W\ SEAL L ! �I �� #5 OT 31" OVERLAP AT JOINTS ON 3" CHAIRS ❑ t O S TYPE 11 O ui Ld E MODERATE SLOPE FTG V d C L / 2:12-3:12 LL cez 1 1/2" x 21/8" x 1 1/2" x 5" x 0.062" ALUM RECEIVING CHANNEL WOOD: NOTES FOR ALL FOUNDATION TYPES: Lu $ Z ` U, IIL z a W/ (4) #12 x 3/4" SMS EACH (2) 3/8" x 3" LAG SCREWS 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE ia Q W w W z SIDE INTO BEAM INTO WALL OF 1,500 PSF. LLJ f 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND COMPACTED PRIOR TO PLACEMENT OF CONC. z Q Zui 0 of 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEETA-1. < z Q 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH. O u Z W 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE Z S = O '- CONCRETE FLAT WORK W P ua. d' d S-4 DGE BEAM TO WOOD SHED ATTACHMENT DETAIL A_3 SCALE: NTS 2X6 HORIZONTAL BLOCKING AT SHEATHING SPLICE (2)16d TOE NAILS EACH END LSTA12 EA END a H2.5ATALL SIMPSON STRONG 3/4" HEADER SCHEDULE OPENING HEADER SIZE UP TO T4" (2) 2" x 6" T-5- TO 64' (2) 2" x 8" 6-5" TO 9b' (2) 2- x 18- 8'-7 TO iZ-6" _ (2) 7 x 17 TOP PLATE DOUBLE 2X6 3 -16d x 5 EACH SIDE IN EACH HEADER HEADER PER SCHEDULE 2 - 2X6 STUDS MIN. EACH SIDE OF OPENING 16d @ 24" O.C. STAGGERED •2X6 STUDS @ 16" O.C. BOTTOM PLATE SINGLE 2X6PT SIMPSON STRONG TIE LTT20B A -A TYPICAL WOOD FRAME WALL Q DOOR SECTION A_3 SCALE: NTS A TYPE II FOOTING A_3 SCA E: NTS H 2.5 AT ALL 2X6 HORIZONTAL BLOCKING AT SHEATHING SPLICE- (2) 16d TOE NAILS EACH END LSTA12 EA SIMPSON STRONG HEADER SCHEDULE NG HEADER SIZE V4" (2) 2"x 6' F-4 (2) 2'x 8' &-fr (2) 2x 10' Z•6.' N (2) 2" x 17 TOP PLATE ,,-"-DOUBLE 2X6 3 -16d x 5 EACH SIDE IN EACH HEADER EADER PER SCHEDULE -2X6 STUDS MIN. ACH SIDE OF OPENING 8d @ 24" OC STAGGERED 2X6 STUDS @ 16" O.C. (3) 16D TOE NAILS TOP AND BOTTOM BOTTOM PLATE SINGLE2X6PT `SIMPSON STRONG TIE LTT20B B'B TYPICAL WOOD FRAME WALL WINDOW SECTION A-3 SCALE: NTS NEW 3" 1/4" DIA. X 3" LAG SCREWS 1/2.02- MIN RISER ROOF �W/ NEOPRENE WASHERS @ 3" O.C. (2) 2X6 TOP PLATE 2" OVERHANG MAX (2) 2X6 HEADER (2) 2X4 BLOCK BETWEEN MEMBERS VINYL SIDING ON #16 FELT PAPER OR HOUSE WARP ON 1/2" APA RATED SHEATHING — - - 2X6-S.Y.P-@ 16" O.C. — 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PSF - BEARING CAPACITY OF SOIL SHALL BE VERIFIED BY LICENSED CONTRACTOR PRIOR TO POURING CONCRETE. 2. THE SLAB/FOUNDATION AREA SHALL BE CLEARED OF DEBRIS AND ROOTS AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. CONCRETE SHALL BE PER SPECIFICATIONS IN THE DESIGN SUMMARY. NEW 4" MONOLITHIC SLAB I - W/ THICKENED EDGE CONTINUOUS FROM BOTTOM OF BOTTOM PLATE TO TOP OF TOP PLATE. SHEATHING IS PART OF LOAD PATH TO GROUND. 2. IF SHEATHING HAS HORIZONTAL BREAK, iT CANNOT BE USED AS PART OF LOAD PATH - USE SP1 AT BOTTOM AND SP2 AT TOP OF EACH STUD. NAIL PATTERN: Bd 4" O.C. @ EDGES 8d 6" O.C. INFILL 2X6 STUD @ 16" O.C. (1) 2X6 PT BOTTOM PLATE W/ 1/2" DIA. x 21/2" EMBEDMENTSCREW ANCHOR @ 2' O.C. S'S TYPICAL WOOD FRAME WALL SECTION A-3 SCALE: NTS 2 M Z `j o .ti J Q Z og 9 Vi � .rim�o W G f C(1 S QW A W O LLI'LLmm U Z Z Z Z V1 W :4 v `i-' IL C 0 LL N Y N c 2 a a Q W m J LL C Q J (— I- F C 1 z QwoU r :D to a. Qco0E--i V)MJU)LL CD DATE DRAWN 01/30/18 REVISION n 05/07/18 SHEET NO: A-3