HomeMy WebLinkAbout301 Bay Tree Ct - 20-2132 (screen enc docs/plans)SITE COPY Date: 2020.08.24 16:32:07 -04'00'verified on any electronic copies. and sealed and the signature must be this document are not considered signed using a digital signature.
Printed copies of signed & sealed by Michael A. Thompson Reason: This item has been electronically Digitally signed by MICHAEL THOMPSON BR20-002132 CONSTRUCTION OR VIOLATIONS OF THIS
CODE.REQUIRING A CORRECTION OF ERRORS IN PLANS,THE BUILDING OFFICIAL FROM THEREAFTERCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTASIDE ANY OF THE PROVISIONS OF THE TECHNICALAUTHORITY
TO VIOLATE, CANCEL, ALTER OR SETLICENSE TO PROCEED WITH THE WORK AND NOT ASA PERMIT ISSUED SHALL BE CONSTRUED TO BE A EPAEMTRGNIDLIU
U-04'00'Date: 2020.08.24 16:34:43 electronic copies. must be verified on any sealed and the signature considered signed and this document are not signature. Printed copies of Thompson
using a digital sealed by Michael A. electronically signed & Reason: This item has been MICHAEL THOMPSON Digitally signed by SITE COPY BR20-002132 AEMTRIDLI
Date: 2020.08.24 16:36:37 -04'00'any electronic copies. sealed and the signature must be verified on document are not considered signed and a digital signature. Printed copies of this
signed & sealed by Michael A. Thompson using Reason: This item has been electronically Digitally signed by MICHAEL THOMPSON SITE COPY BR20-002132 EPAEMTRGNIDLIU soil = 0.5 Coeff. Of
friction between footing and Internal angle of friction = 30 degrees Unit soil weight = 105 pcf Compact all fill to 95% ASTM D698 density. Pump water from footing excavation if greater
than one inch. mmediately after excavation and inspection.Provide neat excavation for footing and place concrete i 2,000 psf Minimum –Soil bearing capacity When unsuitable soils
are encountered as specified bearing strata, notify owner’s representative/engineer. able only when unsuitable soils are encountered.Applic Foundation and Earthwork: bear no responsibility
or liability for the construction of premises and accuracy of the drawings.review and approval from the designer and/or structural engineer. Then designer and/or structural engineer
shall ithout the prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing wstructural engineer, if needed. Should contractor construct the
premises in a fashion not consistent with the plans l be reported to the designer and/or all existing conditions prior to the start of any work. All inconsistencies shalverify review
the approve construction plans in its entirety and The general contractor and each subcontractor shall ctor and must be submitted to the engineer for approval.contraA change to the
structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the information shown as correct and obligates himself to any expense, real or
implied, arising from their use.nifies acceptance of Reproductions of contract drawings by contractor in lieu of preparation of shop drawings sig :General Requirements =Allowable Strength
Design (ASD) divide by safety factor Allowable Stress Design (ASD) Design Basis: urring simultaneously with wind load.member, not occpressures, purlins is also be designed for a 200
pound load applied vertically downward along any 1 foot of any In addition to wind downward along any 1 foot of any member, not occurring simultaneously with wind load.oad applied
vertically the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound lStructural members supporting screened enclosures are designed for wind in both
of two orthogonal directions using Additional Load requirements: )(FBC 1609.4.3 plan shsite specific attach See -Exposure Category: Table 1604.5)FBC (plan sheet site specific attach
See -Category:Risk (35 psf) (FBC Table 2002.4) 0 MPH31-Ultimate Wind: & 20 16 sChapterFBC Pursuant to Design Loads: 01-ASCE 7 inum Design Manual 2015Alum Edition) th Florida Building
Code 2017 (6 :sDesign Code .prior to ordering materials, fabrication and/or construction stringent dimensions and/or member sizesdimensions and/or member sizes, the contractor must
utilize the more and/or design standard plans of a conflict in In the event The following are general design standards. More stringent design standards may be noted on the plans. (Screen
Patio Room Enclosure) Design StandardsGeneral Notes & www.aluminumscreendesign.com1790 -734-1470 (F) 407-473-(P) 4074401 Vineland
Road., Suite A6, Orlando, FL 32811. Michael Thompson, P.E. #47509/CA#30930
Date: 2020.08.24 16:37:06 -04'00'verified on any electronic copies. and sealed and the signature must be this document are not considered signed using a digital signature. Printed copies
of signed & sealed by Michael A. Thompson Reason: This item has been electronically Digitally signed by MICHAEL THOMPSON SITE COPY BR20-002132 EPAEMTRGNIDLIU Washers shall be used
under bolt heads and under nuts. :Washer Footing 3” Cover: Deformed bar anchors shall be ASTM A496, Grade 70 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Smooth dowels
& ties shall be ASTM A185 Grade 60.All reinforcement steel shall be ASTM A615 Conform to ACI 318 and 315, Latest edition Reinforcing Steel: Exposed chamfer edges shall be ¾” Compressive
Ultimate Strength (Minimum at 28 days) shall be 3000 psi Conform to ACI 318, latest edition and ACI 301 Concrete 0”-’92 x 4 Wind Brace = ”0-’8” 2 x 3 Wind Brace = 0-’82 x 3
Purlins = ” 0-’82 x 3 Chair Rail = 0”-’92 x 3 (0.125) Wind Brace = 3”-2 x 2 Wind Brace = 4’ ”6-’6” 2 x 2 Purlins = 6-’62 x 2 Chair Rail = 0 MPH3Wind Speed = 1 .onprior
to ordering materials, fabrication and/or constructi and member sizes dimensions stringentutilize the more shallcontractor , the lengthplan conflict with the below recommended site
specific If the event contractor’s h the below maximum span length.shall conform wit , purlins and wind braceChair rails :, Purlins & Wind BraceChair Rails the requirements of ADM
J.3Bolts shall meet be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.d shall Bolt holes diameter shall not exceed 1/16”
larger than the bolt diameter an plated steel bolts may also be used.galvanized steel. Double cadmium -dip or electro-Bolts and other fasteners shall be aluminum, stainless steel, hot
Bolts: .nto concrete footeri For bottom plate and column base, secure with ¼” tapcons a minimum embedment of 1 1/8” and 2 ¼” respectively and end lap fasteners shall be no more than
2” from the end of overlapping sheets.12 screws for end and side laps spaced at 12” max for side lap For roofing and siding connection, use minimum # Maximum fastener spacing shall
not exceed (3+20t) where “t” is the member thickness in inches. tapping screws shall meet the requirements of ADM J.5–Self screws shall conform to ASME B18.6.4 specification. tapping-Aluminum
self Screws: . white methacrylate lacquer-bodied bituminous paint or water-heavyresistant coatings, such as -alkalipowder coated or ESP paint or other masonry materials, shall be
protected with mortar, concrete, or -milar materials, limeluminum surfaces in contact with dissiShall be pursuant FBC 2003.8.4. A Aluminum Protection: Burning of holes in aluminum
members is prohibited. Any member with burned holes must be replaced. ing prohibited without prior approval as to location and type.Splic with a minimum wall thickness of 0.046” T5
(E= 10,000 ksi; Fy = 35 ksi)-All aluminum shall be 6005 design.Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum Structural
Aluminum: www.aluminumscreendesign.com1790 -734-1470 (F) 407-473-(P) 4074401 Vineland Road., Suite A6, Orlando, FL 32811. Michael Thompson, P.E. #47509/CA#30930
-04'00'Date: 2020.08.24 16:37:36 be verified on any electronic sealed and the signature must not considered signed and copies of this document are a digital signature. Printed by Michael
A. Thompson using electronically signed & sealed Reason: This item has been THOMPSON Digitally signed by MICHAEL SITE COPY BR20-002132 EPAEMTRGNIDLIU exceed 75 mph (34 m/s).” visible
when the panel is installed.shall essentially state “Removable panel SHALL be removed when wind speeds a decal. The identification decalVinyl, tempered glass, and acrylic panels shall
be removable. Removable panels shall be identified as removable by Vinyl, tempered glass, and acrylic panels: ” minimum clearance from edge of slab and/or footer.2provide a Contractor
is required to install uprights to Edge Distance: Maximum deflection shall be limited to L/80. between the super gutter and the attached pool cage knee riser wall.0" along the front
and 1/2" along the front interface -0" along the side, 3'-1'Overhang shall be a maximum of Contractor is required to install insulated roof covering pursuant to the Florida product
approval specification. Patio Cover: 10 feet (max) when insulated roof span exceeds 15 feet. supported with 3 x 3 column spaced at Contractor is required to install a minimum 2
x 7 intermediate header beam Intermediate/Header Beam: 2”.-not exceed 7’Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins
shall :Purlin an 30’.max; 2 x 4 for beam span greater th than 6” above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15’ max; 2 x 3 for 30’ Knee
bracing on upright above super gutter intersection shall be connected to upright no more uirements.length reqContractor shall provide knee bracing on 45 degree angle pursuant the attach
detail sheet that specified size and :Knee Bracing 0”9’0”10’ onstruction.fabrication and/or cordering materials, prior to applicable span limitationsthe below between the site
specific plan and stringent dimensions and/or member sizesthe contractor must utilize the more ,plansite specific h the values in this table and the In the event of a conflict :&
Uprights Beams and foreign matter between contacting surfaces shall be removed before assembly.Poor matching holes must be rejected. Contractor shall prevent holes from drifting and
distort the metal. All chips :gnmentHole Ali www.aluminumscreendesign.com1790 -734-1470 (F) 407-473-(P) 4074401 Vineland Road., Suite A6, Orlando, FL 32811. Michael Thompson, P.E.
#47509/CA#30930
SITE COPY Date: 2020.08.24 16:38:12 -04'00'any electronic copies. sealed and the signature must be verified on this document are not considered signed and using a digital signature.
Printed copies of signed & sealed by Michael A. Thompson Reason: This item has been electronically Digitally signed by MICHAEL THOMPSON
ALUMINUM SCREEN DESIGN must be verified on any electronic copies. signed and sealed and the signature of this document are not considered using a digital signature. Printed copies signed
& sealed by Michael A. Thompson Reason: This item has been electronically Digitally signed by MICHAEL THOMPSON SITE COPY BR20-002132 W/ 2-1/4" X 1/4" TAPCONUPRIGHT W/ (2) #10 1" & INTO
CONCRETE2" X 2" X 1/8" ANGLE IS ATTACHED TO2X4 SIDE WALL UPRIGHTS CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANSCONTRACTOR SHALL
FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION(FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE
C, RISK CATEGORY 1.FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPHTHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET
THE REQUIREMENTS OF THE 2017 (6TH EDITION)ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTHMETAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 STRUCTURE WITH #10
1" 6" FROM ENDS 18" O.C.(OPTIONAL) KICK PLATE IS ATTACHED TO3X2 FRONT WALL TOP PLATE3X2 SIDE WALL TOP PLATE2X2 CHAIR RAIL2X4 FRONT WALL UPRIGHTSWITH (4) #10 4" PER PANELROOF IS ATTACHED
TO FRONT WALL6" FROM ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) #10 1" PER SIDE3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONSBLIND CLIPPED WITH (4) #10 1"
PER CLIPCAPRI CLIPPED WITH (4) #10 1" PER CLIP &BLIND SCREWED WITH (3) #10 2" OR,UPRIGHTS ARE ATTACHED WITH:BLIND CLIPPED WITH (4) #10 1" PER CLIPCAPRI CLIPPED WITH (4) #10 1" PER CLIPBLIND
SCREWED WITH (3) #10 3",UPRIGHTS ARE ATTACHED WITH:BLIND CLIPPED WITH (4) #10 1" PER CLIPCAPRI CLIPPED WITH (4) #10 1" PER CLIP ORBLIND SCREWED WITH (3) #10 3" OR,WITH EITHER:CHAIR
RAIL IS ATTACHED TO UPRIGHTSOR #10 2" IF TO WOOD DECK 6" FROM ENDS 24" O.C.2-1/4" X 1/4" TAPCONS OR 5" X 1/4" IF THRU PAVERS1X2 IS ATTACHED TO CONCRETE WITH:WITH #10 2" 6" FROM ENDS
24" O.C.1X2 IS ATTACHED TO FRONT WALLFROM ENDS 24" O.C.3" INSULATED ROOF WITH #10 1" 6"EXTRUDED GUTTER IS ATTACHED TOFROM ENDS 24" O.C.3" INSULATED ROOF WITH #10 1" 6"EXTRUDED FASCIA
IS ATTACHED TO6" FROM ENDS 24" O.C.ALUMINUM STRUCTURE WITH #10 4"3" INSULATED ROOF IS ATTACHED TOENDS 24" O.C.WITH 2-1/4" X 1/4" TAPCONS 6" FROM1X2 IS ATTACHED TO BLOCK STRUCTUREDOOR
JAM STANDARD DETAILSCREEN DOOR FULL Z OREACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.2 HINGE DOOR2X2 POST .046 OR GREATER 30" to 36"HINGE LOCATIONS DESIGN STATEMENT
FAX: 407-734-1790PHONE: 407-734-1470@YAHOO.COMALUMINUMSCREENDESIGNALUMINUMSCREENDESIGN.COMORLANDO, FL 328114401 VINELAND ROADMICHAEL THOMPSON