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HomeMy WebLinkAboutCOMPONENT & CLADDING WIND LOADSComponent & Cladding Wind Loads Prepared for Central Window Calculations by Seaside Engineers Project: Cotter Residence Certificate of Authorization No. 32048 Location: 42SO N HWY A1A8 808 4265 60th Court Fort Pierce, FL Vero Beach, Florida 32967 Project ID: (722) 202-8008 Info@seasideengineers.com Date: 2/16/2022 www.seasideenaineers.com RECEIVED Design Information RiskCategory Windspeed II 160 mph FEB 18 2022 Exposure D Int Press. Coef., GCd(+/-) 0.18 Enclosed .St. Lucie County Permitting a 5.00 feet Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s) or NOA used on this job. The contractor is responsible to ensure the use of the proper material, reinforcement, components, etc. to meet the Indicated pressure per the product approval engineering document. The contractor Is responsible to verify the component is in the appropriate zone using the "a" dimension shown above and diagrams shown below. The building pressures are calculated using the Allowable Stress Design. Contact Seaside Engineers immediately if the substrate at the attachment locations appears to have deterioration, abnormalities, damage, or other conditions resulting In questionable Integrity. Florida Product Area Approval # or Building Design Product Design I 1D Opening Description (sgft) Zone NOA Manufacturer Model Pressure (PSF) Pressure (PSF) 1 SGD 72.0 1 5 1 FL93565.2 IMarvin JCoastline MultiSlide Dool 47.5 1 -82.1 1 90.0 1 -108.5 0.6h o I c I I I I I I I I I DIO, © iOID 1 I 1 1 0.6 I 1 0641 I I -------1 PLAN Flat roof, 9 5 7 degrees -(}—a t I I I I TTT I I I I I I I : I I I : ®� QI O I � O I® I . I I I I I I I I 1 r PLAN Gable roof PLAN Hip roof e��oeecs Q a o� iroa°� ° 91 e A No. 0 0 _ ® � v TA F • i � o ® °°•4 O R I 0 P••' w mow. ••• oo•e UNAL tg"'Rf>rt t 991;t�1�� REVISIONS 2X6X0.25 ALUMINUM TUBE MULLION (20-0406.03, PGT). FASTEN MULLION TO SIDE WALL WITH BRACKET FABRICATED FROM INTERNAL CLIPS AT EACH END OF TUBE. SEE DETAIL THIS SHEET. SLIDING GLASS DOOR. PANEL WIDTH AND QUANTITY SHOWN FOR ILLUSTRATION ONLY AND MANY NOT REFLECT ACTUAL. ATTACH PRODUCT PER MANUFACTURER'S SPECIFICATIONS. SEE ATTACHED WIND LOAD LETTER FOR PRODUCT SELECTION AND WIND PRESSURES 2X6X0.25 ALUMINUM TUBE MULLION (20-0406.03, PGT). DESIGN CRITERIA FBC 2020 ULTIMATE WIND SPEED, VuLT NOMINAL WIND SPEED, VAw EXPOSURE INTERNAL PRESSURE COEFFICIENT MEAN ROOF HEIGHT RISK FACTOR ROOF PITCH HEIGHT & EXPOSURE COEFFICIENT J 5] ELEVATION VIEW 160 MPH 124 MPH D" +/- 0.18 a125' FLAT 1.0 RECEIVED FEB Is 2022 St. Lucie County Permitting �®Q06596i918///�0 P` D•K•.90E IV �''��ii 0 a No. 7 o • o • o • o • STATE OF % P •° ��/ ®d� ° ®4 OR IV Con NALE� r I 1 It *,a0`e NOTES: 1. NEW BUCKS EXTEND BEYOND THE FACE OF THE WINDOW AND DOOR FRAME AND ARE ANCHORED PER FLORIDA PRODUCT APPROVAL OR NOA. ALL INSTALLATIONS MUST COMPLY WITH F.S. 553.842 & FBC 2. WINDOWS AND DOORS SHALL BE DESIGNED, MANUFACTURED, AND INSTALLED TO WITHSTAND A MINIMUM DESIGN WIND PRESSURE AS STATED IN PLAN AND SHALL BE IMPACT RESISTANT IN ACCORDANCE WITH THE FBC. 3. ALL WINDOW PERIMETERS SHALL BE WATERTIGHT. PROVIDE AN APPLICABLE WATERPROOF COATING - LIQUID APPLIED FLASHING PER FBC RESIDENTIAL MEETING AAMA 714-12 OR 714-15. (1) COAT BEFORE INSTALLING BUCKS AND (1) COAT AFTER INSTALLING BUCKS 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT PRIOR TO DEMO AND CONSTRUCTION. 5. CONTRACT SHALL PROPERLY SHORE AND PROTECT THE EXISTING STRUCTURE FROM LOADING PRIOR TO DEMO WORK. 6. SIMPSON STRONG -TIE PRODUCTS REFERENCED. 7. ALL NAILS AND METAL HARDWARE EXPOSED TO WEATHER SHALL BE 304 OR BETTER STAINLESS STEEL. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS IN STRAPS SO AS TO NOT SPLIT WOOD. 8. THE MINIMUM LUMBER GRADES SHALL BE SOUTHERN YELLOW PINE #2 OR BETTER. 9. ALL EXPOSED TIMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 10. NO ANCHOR SHALL BE WITHIN 1 Y2" FROM A CONCRETE EDGE. SGD DOOR UPPER AND LOWER MULLION� E s W eNi '0e Z N gg cq� M `, Z C V C UJ N W 0 00 W� � � o S > Q W Ito9 e ►J J 0 0 z ROO H Z W V Edward Roske, PE PE 0 72228 Date: N.T.S. SHEET ils -1 REVISIONS MULLION MULLION FABRICATED FROM=5.438" LENGTH OF 2"X10"X0.125' ALUMINUM ANGLE. € 2X5 ANGLE CLIPS AS SPECIFIED BY FIGURE 6 IN PGT MULLION ENGINEERING 9 (20-0406.03)LU v W M C �y V C� (8)1/4" SS ELCO AGGREGATOR ANCHORS. C c 2 Z 2 -— LENGTH AS REQUIRED FOR MINIMUM 2" .c n W EMBEDMENT INTO GFCMU W o�'�° - o ZE OLU Q V > co w CROSS SECTION VIEW ® 6`®�aaaaalrrrBp®® o �•'i� d ���.`► �p K. RD by J i ® o o Qra ® 0 ° • e C Z. R p • °x o STATE OF • �Cr • (v a o a tl1 *.2 ® ® 02 Z o� LU x ® ® v z ® ANCHORS HAVE A 0.375" MINIMUM EDGE c N Cm DISTANCE ON BRACKET, 2" MINIMUM EDGE DISTANCE ON GFCMU Edward Roske, PE PE N 72229 SECTIONAL VIEW RECEIVED FEB 18 2022 vets: St. Lucie Coum, SCALE Perm!f-;-.- N.T.S. MULLION ' BRACKET SHEET Gol S-2 02/11 /22 2/16/22, 2:30 PM https:Hsurefireonline.net/csp/sfesiimetor/App.DocCommon.Estimator.Lines.cis ,a Marvin Coastline MARVIN' s Document Line Items Working On Regular Order 300589 for Ocean Harbour S. # Rows to Show: OO 250 O 500 01000 O ALL Enter Starch Information below, Click a column'ritie to Sort, or Click on a Rcw to Select Company: CENTRAL User: Robert Be O Line# Room Code Line Type Multi -Unit # Qty Cost Locked? Item Description (Partial) O 10 Single -Unit 2 NO MARVIN COASTLINE- 600 KM REINF. HI -RISE SGD, 4" SILL HEIGHT, 0< :omplete Item Description RARVIN COASTLINE- 600 KM REINF. HI -RISE SGD, 4" SILL HEIGHT, 0<-X:0 107 1/2 x 95 1/2 BRONZE FRAME 3-TRACK FRAME (5 1/2 " DEPTH) w/CAPTURED SCREEN, BRONZE LO-E 366 GLASS 9/16 HS w/SGP INTERLAYER, STAINLESS PACKAGE, BLACK HANDLE ne Details Product Design Pressures Product Energy Values Pos PSF Ne PSF U-Factor SHGC Li ht Tran Air Infilt Cond Resist 90.0 108.5 0.94 0.22 0.38 RECEIVED FEB 18 2022 St- Lucie County Permitting ® cor f, l:• Sprinkled %: 0% Sum Aa3 By label XB S t =1102 XOPR - 288 Sketch Area Legend on Area Fin. Area Perimeter r Living Area (Value Calculated) 1162 1162 152 ;h (Value Calculated) 288 0 88 .Special Features and Yard Items Qty Units Year Blt COY