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HomeMy WebLinkAboutMAPSearch Results for Map Page 1 of 1 SCANNED ASCE 7 Windspeed ASCE 7 Grou'nd Snow Load Related Resources Sponsors About ATC Contact Search Results Query Date: Mon Jan 08 2018 Latitude: 27.5057 Longitude:-80,3069 ASCE 7-10 Windspeeds (3-sec peak gust In mph*): Risk Category I: 147 Risk Category II: 160 Risk Category III -IV: 171. MRI** 10-Year: 87 MRI— 25-Year: 107 MRI** 50-Year: 119 MRI** 100-Year: 131 ASCE 7-05 Windspeed: 140 (3-sec peak gust in mph) ASCE 7-93 Windspeed: 99 (fastest mile in mph) *Mlles per hour "Mean Recurrence Interval Users should consuR with local building officials to determine if there are community -specs is wind speed requirements that govern. n = Print your results NEBRASKA' .-­ �_- "_�CTRI. _ „ILLINOI - Ot110 ; PENN I C 1" ItedStates INDIANAi-MDrOPhAedelPhle 'I I RECEIVED KANSAJ MISSOU 1 qr; VIRGINIA �' r TKENTUCKY VINGINIA)'� OP,LAHOMW * > TENNESSHEI tri NORTHk•, f ARKANSAS t, �i ; CAgO,L*INA ) MAY 0 2 2098 JlA IS5 951PP1 SOUTH I DaoIOS r, I t tt ,CAROL { t ALABAh1A TEXA5'�fft I j�GE0R01A '-.ST, lluCle County, P4rr 40UI IANAti "t1 _ , o Houston 1 Y t t 'FLOR I A�� Py L' Mexico ittQominFean ePubllei w�nnRtrel L, I r 4h'u wtduros✓- - CenfrAwn. ^a „ ° r 1 WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability, by engineers or other licensed professionals. ATC does not intend that the use of this information replace the ;sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored by the ATC Endowment Fund • Applied Technolonv Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 http://Windspeed.atcouncil.org/index.php?option=corn content&view=article&id=10&dec=... 1/8/2018 t Google Earth 2017 Googld-- 1,6 TN Ilk, Bonita Isle Dr Waters Edge Way � \1k A"T A:1 V. 'TAB'AW -nJ vShore c 66% D r r - I 'I � 3 i TPA, w . CONTRACTOR: The Porch FacLLC DESIGN CRITERIA: 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: VUL.r = 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- Screen Fill: Non -Habitable, Unconditioned Roof Type 1. Roof Type: EXISTING 2. Roof Material: EXISTING 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 TS 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". -4. -All-Self Mating-B-_eam 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.- - ----- 5. All Porch Factory Beam Sections are to be stitched with #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 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- I % - 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 A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching 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. 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. WIND I-1---D AND EXPOSURE HAVE BEEN 1. rRMINED USING THE ADVANCED TECH"', )GY COUNCIL'S WEBSTTE AND GOOGLE EARTH. RECEIVED MAY 0 2 2018 ST. Lucie County, Permitting N X N 1X2 N 14'-0" 1X2 1X2 m X LO 04 X n in A-2 A-2 2X3 2X3 1X2 1X2 1� I 00 o I CV A-2 7'-0" 7'-0" 0 I 00 �I�- 8'-7- ����111111111�// O O'. =Q:JJJ n r o:Z- ' Z -�• 000 1co a N CO 1 IIIIII-����� PROFESSIONAL S`EAL La LJ.I O Q Li W r p� LL Z w �o tY Qm Wm LU a� .2 LU z z W W Q7 C) Q a Z =7 U ZOU 7 W Hu' l7CLL 0 o Z U c ., J F- Z� t/f tm§§ Q W W S 9 T O L LJ W .Nrf in Z Z (� R4r. 5 Z " m in W � . I-- �-* Q W Lu W cc W W=av 0 toU-) (Z < n U- LL TP DATE DRAWN 01/11/18 REVISION SHEET NO: Q� U W N z U c x C C O LL A-1 ALUMINUM MEMBERS DIMEA MKS 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" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2x4SMB: 2" x 4" x 0.044" x 0. 100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2x6SUB: 2" x 6" x 0.050" x 0. 120' 2x7SMB: 2" x 7" x 0.057" x 0. 120' 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" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT PFB: PORCH FACTORY BEAM 1/8" x 2" x 2' EXTRUDED ANGLE 5052 H-32 ALLOY EA SIDE W/ (4) #14 x 3/4"SMS INTO UPRIGHT_ PAVERS--,. • • BONDEDTO 11/4•MIN ON.. JCONC CHOEMBED.211P MIANCHOR5d MIN EDGE DISTANCE FROM SLAB/ FOOTING °' ; EXTERIOR OF COLUMN TO SEE PLAN •, s ° ` . OUTSIDE EDGE OF SLAB SIDE VIEW (1) 3/8" DIA. CONCRETE SCREW ANCHORS (2 1/4" CONC. EMBED) 1" x 2" BASE PLATE BRICK PAVERS ANCHORED TO CONC W/ 1/4" CONCRETE SCREW ANCHOR (MIN. 1 1/4" CONC. EMBED) 6" MAX EACH SIDE OF POST • .r. . •,� ; AND 24" O.C. MAX SLAB / FOOTING SEE PLAN < 8 s FRONT VIEW B UPRIGHT TO CONCRETE W/PAVERS DETAIL A-2 SCALE: NTS CONC. HEADER: 1/4" x 3" CONCRETE SCREW ANCHOR @ 24" O.C. WOOD HEADER: #10 x 3" WOOD SCREWS @ 12" O.C. V x 2" HOLLOW WOOD: #10 x 3" WOOD SCREWS @ 12" O.C. CONC: 1/4" DIA x 3" CONCRETE SCREW ANCHOR @ 24" O.C. 1" x 2" HOLLOW EXISTING B-T1X2 TO HEADER DETAIL A-2 SCALE: NTS Q:•zud Z ' a'• 0. z co PROFE SIONAL SEAL W ui Ld c O n d Lu z �� a LL zc egg i W O e Lr Q W m W W z J m LL Lu a� i Lu z j3 z 2 Z h �z Jy ? Qz Z Lu x HLL O: OCLL a �i I Z • ei U . am .y Q Z C$ I= t -. - - S Q LJJ W , T a Lu as z O Z U �QNN = I Z l'7 a3c� Z �� o o VI Lu WOOD HEADER: (1) 3/8" x T LAG SCREW INTO HEADER WOOD: CONCRETE HEADER: #10 x 3" WOOD SCREWS, I 6" W (1) 3/8"DIA. x 3" CONCRETE SCREW I & @ 12" O.C. It ANCHOR INTO HEADER CONC:FROMGIRT LN 14' DIA. x 3" CONCRETE 0 SCREWANCHOR, G' W 21/2" x 1/8" x (GIRT OR PURLIN FROM GIRT & @ 24" O.C. 0 0 WIDTH + 1/2" x BEAM DEPTH I INTO Q W LLJ U EXISTING OR UPRIGHT DEPTH -1/2") SCREW BO S It HEADER I ALUM BACKING PLATEri ( = 6063-T6ALUMNINUM LLI W a It -- m1n�M a ¢M°LL 1"x2"HOLLOW 1"x2" W/#10x2"SMS-9' �Z'x DRAWN BY SECTION MAX EACH SIDE OF POST € € (4)1110 x 1 1/2" SMS INTO # I HOLLOW AND 24" O.C. MAX CHAIR RAIL MEMBER ' - SCREW BOSSES I SECTION GIRT TP 2" x 2" x 0.12T ALUM ANGLE W/ j ( I DATE DRAWN (4) #14 x 3/4" SMS INTO UPRIGHT I g i 1" x 2" 01/11/18 z-r REVISION UPRIGHT UPRIGHT/BEAM Q - © C �!-i 1X2 TO HOST STRUCTURE DETAIL SHEET NO: B-2 POST TO HEADER DETAIL PURLIN OR A-2 GIRT TO BEAM OR POST DETAIL SCALE: NTS /� A-2 SCALE: NTS A-2 SCALE: NTS A-2 z LL C O: n E a LL R tC- C z <C 4U -4 co cs I Z 0 0: CL Ui 4z-,e : 0-- GRADE co 8 8 L C PRO FEll SEAL i (1) #5 CONT ON CHAIRS Eq 8" X 8" RIBBON 0 FOOTING Cc La Ld 0 LLJ c" �a NOTES FOR ALL FOUNDATION TYPES: 1. THE ILL. w 4 z W Lu 0 LL 9 FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING 0 w L PRESSURE OF 1,500 PSF. a LLJ z 2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND LLJ go -j ca LL COMPACTED PRIOR TO PLACEMENT OF CONC. Lu 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. z z z w 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH. z Q z 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR w w 0 u z u NON -HABITABLE CONCRETE FLAT WORK z == om I- Lu P E 4 cr ONTINUOUS FOOTING z LL c 2 c SUA-L-E-N-TT- rr CL Z z ta '.- § 1 6 0 Lu z u z K r LL 1/8"x 2"x 2" EXTRUDED (4) #14x3/4"SMS INTO DJ Z (D. H ANGLE 5052 H-32 ALLOY Z (A Lu O BRICK PAVERS BONDED TO c- CONCRETE LL T4 • 21/4"MIN SLAB / FOOTING CONC LU LL SEE PLAN ANCHOR - LA > .4 EMBEDMENT LLI w c m IL SIDE VIEW Lu 9 11 Ir M Co Lu cc LU 0 !!J 2"x2"DJ (4) #14 x 314"SMS Lu U.1 = a11, U) 0) F- INTO DJ (1) 3/8' DIA. CONCRETE I= co o -i SCREW ANCHORS < Cr) LL LL (2 1/4- CONC. EMBED) DRAWN BY 1" x 2- BASE PLATE ANCHORED TO CONC W/ 1/4" TP CONCRETE SCREW ANCHOR DATE DRAWN (MIN. I 1/4" EMBED) LA 6- MAX EACH SIDE OF POST 01/11/18 AND 24"O.C. MAX A REVISION 'A FRONT VIEW SHEETNO: rDJ 1 DOOR JAMB TO CONCRETE W/ PAVERS DETAIL �-3 SCALE: NITS A 3 1