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HomeMy WebLinkAboutPROJECT INFORMATIONCONTRACTOR: DON HINKLE CON�''?JCTION 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 1. _ 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 Wind Speed: V- =150 MPH, V- =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- Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel, 2.0 # density foam, Florida Product Approval Number FL 7561-R4. Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. 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" center to center or #12 screws 6" from ends and 12" center to center. 6. 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 iL Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +1- 1 % - ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM Al85 c. Concrete slump at discharge chute not less than 3" or more than 5". Water d. Prepare and place concrete per Amencan Con�cre e-I-nstitute=Mama°I-nf 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. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Door location shall be determined by contractor in the field. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. VVM SPEED AN POSURE HAVE BEEN DETERNM - JSING THE ADVANCED TECHNOLOGY (A �CHJS WEBSTI'E AND GOOGLE EARTH. SCANNED BY M. Lucie County 8'-5" ALUM PLATE ABOVE GUTTER 7'-2" 8'-2° ST. LUCIE COUNTY BUILDING DIVISION REVIEWED_FOR COMPLI_ANC; " REVIEWF,I%-BY DATE t hcy- PLANS AND PERMIT MUST BE KEP N JOB SITE OR NO INSPECTION(S) WILL BE MADE 2X3 E 24- 1-1 X21 16" ALUM ICKPLATE(TYP) 2'-0" /'HOUSEXISTING E WALLS ATTACH TO FASCI A-3 2X3 END A-3 BEAM 3°X48°XO.024" 1.0# DENSITY FOAM ND END COMPOSITE PANEL 2X3X .050 A-3 EDGE BEAM CV NI z O I o I CA O I 9'-5"e. 12'-0" COMPOSITE PANEL ?B 2X2 iv I 2X3GIRT X2(TYP) 6'-0"+-u- 6'-0" N X cr) O Q: - Z a U1 o • z O . .,. -- pn .- PR(1FFQ CI AI RAI 0 I to X X O N CD 1X2 8'-2" FILE CUP 'P CONCEALED FASTENERS OR ATTACHMENTS AIIE THE RESPONS181LITY OF THE 3f�7RACT®R Off RECORD 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. 0 OC O U LLI cc LL O 1= LLI LLI Z_ C9 Z LLI Z J F- N Q O U Z N t/1 W lY 0 H U w_ O CC a M ❑ ui Lai a c: LLLLLLZ W W CO cca Of aJ m m CQ -W W G Z Q Z Ou Zu C) :3 U J t 10 (D FE Z z $ "o OC ^+ W T Z _ t� .�9�aN� Z ,I6a J .. LUP -.-" Lu 0- Lu U ZL-w00 UVVLLLa. a. co 0 LLL DRAWN BY CD 06/13/18 SHEETNO: A-1 ALUMINUM MEMBERS DUMENSIONS HOLLOW SECTIONS 1/8" x T x 2" EXTRUDED 2 x 2: 2" x 2" x 0.W' ANGLE 5052 H32 ALLOY EA SIDE \\� nv •• 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x0.050" ( `V •. 2x5:2"x5"x0.050" UPRIGHT �: - 6 , _� co OPEN BACK SECTIONS 1x2: I"x2"x0.040" I ® FILE Q: co o ' Z COPY�-'.o w Q -_ Q �: z _— 1x3:1"x3"x0.045" 1"x 2" O.B. BASE PLATE - TYP i o Z _- V SNAP SECTIONS 2 x 2 Snap: 2" X 2" x 0.045" 1/4MINCONC i HOR 2114' MIN CONC ANCEMBEDMENT - :ANCHOR EMBEDMENT ° i •' % �/ '' •' .��` 2 x 3 Snap: 2" x 3" x 0.050" z °6 MIN" - • < 5d MIN EDGE DISTANCE FROM . ��� • , " \ 2 x 4 Snap: 2" x 4" x 0.045" SLAB I FOOTING .- °b ° EXTERIOR OF COLUMN TO�y ° �(• p�\ \� SEE PLAN OUTSIDE EDGE OF SLAB - - 7dlygF I q S�A1 SELF MATING (SMB i I 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SIDE VIEW I I 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 6 SMB: 2" 6" x 0.050" x 0.120" (1) 1/2" DIA THRU BOLT w/ NYLOCK NUT IN LIEU OF OPTION 2: I I 0.040" x 1 1/2" x 21/8" x 1 112" ❑ x x JAM - NYLOCK JAM OPTION INTERNAL OR EXTERNAL 0 2 x 7 SMB: 2" x 7" x 0.05T' x 0.120" 1 318" DIA CONCRETE () I NUT, JAM NUT w/ THREADLOCKER MAY BE USED E I I ALUM RECEIVING CHANNEL 2' x 2" x 1B" ALUM ANGLE 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 X 9 SMB: 2" x 9" x 0.072" X 0.124" SCREW ANCHORS I I TIGHTEN TO CONTACT - DO NOT W/ (4) #10 x 51W EACH SIDE W/ (3) #10 x 3/4" INTO I I GIRT EACH FACE & (3) 0 Lu LJ C. a 2x10SMB: 2" x 10" x 0.092" x 0.398" (2 1/4" CONC. EMBED) OVERTIGHTEN I #10 x 3/4" INTO UPRIGHT I ---- I I MINIMUM FASTENER EDGE DISTANCE: 1/2" - - - - - I I 0 0 MINIMUM FASTENER SPACING: 3/4" - - - - - - - - - - - - - - Q m LLA ° " I I p[ LLI m o. CONCRETE SCREW ANCHOR: ° 4• , 1" x 2" BASE PLATE ANCHORED TO <° CHAIR RAIL MEMBER I I W z z rn z 0 z Q SIMPSON TITEN HD OR EQUIVALENT < ° . CONC W/ 1/4" CONCRETE SCREW e 2" z y z Q SHEET METAL SCREWS (SMS): SLAB / FOOTING • . ANCHOR (MIN. 1 1/4" EMBED) o — d F ° 6" MAX EACH SIDE OF POST AND x PATIO I I EXTRUSION z = u u ITW / BUILDEX OR EQUIVALENT EE PLAN 24" O.C. MAX I I z O LL PE FRONT VIEW i I i I � B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL SCALE: C CHAIR RAILUPRIGHT DETAIL z 0. J A_2 NTS A-2 SCALE: NTS N Q 0 F- OC z $m °° 3 LLI W 1" x 2" O.B. FASTENED TO CORNER 0 LLI z N }^ ,z z I I I POSTW/#12xl1/2"SMSAT6"FROM V �"�� TOP & BOTTOM RAILS. TYPICALLY @ Z Vr Ln I 24" O.C. o BE 0 I I 1/8" x 2" x 2" EXTRUDED ANGLE 5052 CORNER POST I I I H-32 ALLOY EA CORNER W/ (2) #14 x 2" INTO POST & (1) 3/8" DIA 6CONCRETE SCREW ANCHOR INTO L—SMS CONCRETE - - (2) #10 x 1 1/2" SMS I - - THRU SCREW BOSSES I I WOOD: ` 2 1/4" MW CONC #10 x 3" WOOD SCREWS, 6" a ANCHOR EMBEDMENT FROM GIRT & @ 12" O.C. CONC: SLAB / FOOTING N 1/4" DIA x 3" CONCRETE SEE PLAN ®°: e, ' _ 8e LJJ I SCREW ANCHOR, 6" fY p FROM GIRT & @ 24" O.C. W 1 x 1 1/2° INTO SCREW BOSS SIDE VIEW Q 90 �2"-F CORNER POST W/ 1" x 2" @ ~ 0 W -- - -- - - (4) #14 x 3/4" SMS II BACKSIDE N U INTO POST d � ( I 3/8" x LENGTH AS REQUIRED 0 d r- c I FOR 2 1/4" EMBED CONCRETE Q 00 p J SCREW ANCHOR INTO F3 U v u_ LL. CONCRETE 2" x 2" OR3 x 3" F90tt 1" x 2" BASE PLATE — _ _ _ I DRAWN BY I SECTION GIRT ANCHORED=TO:CONG-W - = CONCRETE SCREW ANCHOR - —� ^- - CD j 1"x 2" (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST a �' DAFT - FDRAWNY AND za° o.c. MAX ° � 06/13/18 �. •. : „ REVISION © - C'l 1X2 TO HOST STRUCTURE DETAIL FRONT VIEW ZL SH EET NO: A_n SCALE: NTS L CP-1 CORNER POST TO CONCRETE DETAIL A_2 SCALE: NTS A-2 • #14 x 4 7/8" SMS' 1 1/2" DIA NEOPRE - FACED WASHER @ 8" O.C. 3" x 0.062' ALUM RECEIVING CHANNEL W/ #10 x 3/4" TOP AND. s�{ BOTTOM AS END CAP - 2" x 3" x 0.050" TOP RAIL - NO ANGLE REQUIRED UNLESS SPLICED OR CORNER -ATTACH W/ (4) #10 x 4" LG 2"x4"PB UPRIGHT 2" x 3" x 0.050" TOP RAIL W/ 4 #10 x 4" SMS . �9.•._ ::,i:?:;r �; •^':` INTO POST 2" x 2" x 3" LG x 1/8" ANGLE (4) #10 x 3/4" SMS INTO SCREW BOSSES (2) INTO TOP RAIL (2) INTO POST I I CONNECTION AT CO 2"x2"x3" x 1/8' ANC (4) #10 x 3W' SMS INTO SCREW BOSSES (2) INTO TOP RAIL (2) INTO POST COMPOSITE S X 3 TOP RAIL CONNECTION TO 2 X 3 UPRIGHT A-3 SCALE: NTS FLASHING - INSTALL UNDER EXISTING DRIP EDGE 3" x 0.062" EXTRUDED RECEIVER CHANNEL #14 x 3/4"-SMS @ 6" O.C. TOP AND BOTTOM W/ 1 1/2" DIA NEOPRENE WASHER @ TOP SCREW ONLY 3" COMPOSITE (2) 1 /4" DIA x 3" LAG SCREWS @ 6" O.C. S-1 COMPOSITE PANEL TO FASCIA DETAIL A-3 SCALE: NTS 1 1/2" x 3" x 1 1/2" x 0.062" ALUM RECEIVING CHANNEL #10 x 1/2" SMS TOP AND BOTTOM @ 12" O.C. #14 x 4 7/8" SMS WI 1 1/2" DIA NEOPRENE FACED WASHER @ 12" O.C. (2) 1" x 2" x 1/8" FLANGED CHANNEL GUTTER BRACE W/ (2) 3/8" x 2" LAG SCREWS %REQUIRED AT 24" O.0 W/ (2) /#8 X 3/4" SMS INTO GUTTER LIP 2X3 END BE 0.040" ALUMINUM TRANSOM PLATE SCREWED TO GUTTER AND END BEAM W/#12X 5/8" SMS @ 12" O.C. (2) 3/8" DIA x 4" LAG SCREW INTO EXISTING OVERHANG FRAMING OR RAFTER TAIL I EXISTING GUTTER G TRANSOM TO END BEAM TO GUTTER BRACE DETAIL A-3 SCALE: NTS ZJ 1L'Q.'.V- O O : Q Q: co 0 tom- �; ) i o Nam: ol Eq LLI LJ L 0 a d � z Lu CrLm Co u" Z W m IL z O Q wW z FILE Oz LL z Z Q Z ILLz V Ou Zu Z xJ 0z F W I- LL OC LL a J � = J � N .y J ro K 9 QUJwJ91 w W M M 2 O u Fz /z^ Z C7 NpI:""� C 1 I 1 /8" x 2" x 2" EXTRUDED N L u"I d O ANGLE 5052 H-32 ALLOY • • (4) #14 x 3/4" SMS • • INTO DJ .' °d .°'• SLAB / FOOTING 21t4• MIN CONC ° : ANCHOR EMBEDMENT ° SEE PLAN ° V) °. LLJ W SIDE VIEW Q uJ C) (1) 3/8" DIA CONCRETE a CD SCREW ANCHORS (2 1/4" CONC. EMBED) I I UPRIGHT 0 d r M PRE -HUNG DOOR JAMB Q OD O J d U '`7 � LL -- DRAWN BY A. DATE DRAWN 06/13/18 REVISION 6" aZL FRONT VIEW Q SHEETNO: 4— UPRIGHT TO CONCRETE (cD PRE -HUNG A-3 DOOR LOCATION DETAIL SCALE: NTS A-3