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Home My WebLink AboutDrawing, layout i I <apGLAII SS I Inc. i OPG1 i PGT SGD 5570 177"X95" I I i i i Unit# 201 (corner unit) i I Existing Front Entry Door • i PGT SGD 5570 NOA#17-0420.06 St Lucie County License No.:19363 Scale:N.T.S. Pro�ocE name: shuckeri #201 9800 S. Ocean Dr. #I201 3570 :.E. Dlil @ Ilw9 Stuart. E! 34997 Jensen Beach. El 34957 I (772) 286-0459 • gla"proEe1.tIonal.r@gme:l.com - / b DESIGN NOTES: FRANK L.BENNARD� RE 111111111 reeowes49 SITE SPECIFIC FLOOR PLAN: FLORIDA BUILDING CODE SIXTH EDITION(2017)ASCE 7-10 /'�� O SCALE:N.T.S. ^' Vult=170 MPH/Vasd=132 MPH(3 SECOND GUST),EXPOSURE'D',ENCLOSED STR(( 1110i�,.•• ••••. �Q 0.9 'y RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCPI=+/-0.18 evvV•''\,\CENSE' qh=0.00256*Kz*Kzt*Kd*V*V C)'' •--I 180'MIN BUILDING DIM P=qh((GCp)-(GCpl)) 0' .�*�E " MRH=40' ZONES)AS NOTED,ROOF TYPE MONOSLOPE,ROOF SLOPE 0.00° _ ND PE823" M B ATnsro,P.E. PRESSURES:NOTEDD BELOW -Ye * PEt 23 8 9885 INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS ' n B 1 N LGZNA GENERAL NOTES: ;�) '' NO D N NANONEERS n STATE OF RmnA DIGITAL RGEALi IF VER ADIGITAL 1. THIS ENGINEERED PLAN 15 INTENDED TO PROVIDE SITE-SPECIFIC DESIGN PRESSURES FOR THEAF ENftri101`51G ISDN SHEET 1,THIS STRUCNRE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PR0 9 AND•• H®uISPART OF A DIGITALLY PROVIDED BY OTHERS. NO CERTIFICATION,ITHER EXPRESSED OR IMPLIED,IS OFFERED AS TO YH6 ClD,4LyA� ofGGttAL Fo�AHAi a PRINTED OROR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURE ON 1 dtlPlec oP TNES ODCUNEW PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. ILII ARe NOT CONSIDERED SIGNED 2. NO CERTIFICATION OR REVIEW 15 OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS.ALL AND SEALED.IF THERE IS NO EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL. DIGITAL SIGNATURE ON SHEET L _ 3. THIS CERTIFICATION APPLIES 70 THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE ORTHIS SHEET ODES NOT CONTAIN AN ENGINEER'S THE CERTIFICATION OF WATER INFILTRATION OF FIRE SAFETY. ORIGINAL SIGNATURE&SEAL• 4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS -1.SHEET IS A COPY DRAFT. WORK REPLACES THE EXISTING FRAMING.IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE, ��ff11 ID N THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO M SNC ITS NOT PRUDENT NT TO PERFORM DESTRUCTIVE WARRANTY,RE-INSPECT AND RE-EVALUATE DESIGN.NO SIT NG AT THIS TIME,THE ONTRACTORTHER EXPRESSED OR IMPLIED,IS TSHALL VERIFY AINED HEREIN. Z LU In o E UNIT DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT 15 IN CONFORMANCE W Im+1"yy'"O #201 WITH THE INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF U THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES AROF THIS E OBSERVED.USE (1)(�� LL N IJi.55,.,,,2 W 5. SYSTEMS HALL BETAS NOTED HEREIN.ALL EFERENCES TOCONSTITUTES ACCEPTANCE OF THESE EEXTRUSIONS&INSTALLATION SHALL CONFORM TO 7 W O `=a y THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. L_ F j V 6. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT ff5n Q 4t'�5 w BUILDING LAYOUT: COMPLYING WITH AAAA 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION u y W 11 w g AND CONTRACTION,AND ASTM D AST C AAMC AS FOR THE TYPE OF SEALANT TO BE SELECTED WHICH N L�� O L 11 OUTSIDE THE SCOPE OF THIS CERTIFICATION. ()i ui I N OJ 6. PIAN VIEW 7 THE CONTRACTOR NTRA 9 OR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT 0~W 2 B. ALL CONCRETE SMALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O.AND 3 z SHALL BE MINIMUM 1.SX THICKER THAN ANY MEMBER EMBEDMENT.ALL EPDXY AND GROUT SHALL MEET OR y N W`o w O EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON-FREE,NON-SHRINK AND Y / k W NON-REACTIVE. + .� 9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.5xDIAMETER MIN SPACING TO ADJACENT ANCHORS,UNLESS NOTED OTHERWISE. a. 10. ALL FASTENERS TO BE#12 X 3/4'OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL,OR U CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALL APPLICABLE .Z. FEDERAL,STATE,AND LOCAL CODES. 11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY VARY J SLIGHTLY,TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN 5%OF THE ENGINEERED DESIGN. J CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION. Z ry 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS O = o SPECIFICATION BY CONTRACTOR,at.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST& w i'i # O3 DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM N z ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL W �. m CODES&FROM DEVIATIONS OF THIS PLAN. Ir- 13. ENGINEERING EXPRESS HAS NOT VISITED THIS IOBSITE.INFORMATION CONTAINED HEREIN IS BASED ON O w x O z UNIT #201 CONTRACTOR SUPPLIED DATA AND MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE Ee j w UNIT NEXT DOOR OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.WORK SMALL BE FIELD a x tO Z ^A 20' FT ABOVE GRADE VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY On n In o TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF U) m 00 EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ...1 g 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. UT N •ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR W CERTIFICATION fi DESIGN INFORMATION: 12 DESIGN PRODUCT APPROVAL Q MARK QTY W x H(In.) ZONE PRESSURE(psf) APPROVAL PRODUCT MODEL PRESSURE. + # s WALKWAY SERIF VINYL ba 1 (1) 177.00 x 95.00 5 +41.97/-50.75 17-0420.06 SLIDINNGG GLASS ASSSS DOOR +60 d REINFORCED 3 6� BILE vy /?d "054 ` . DRAWING NOTES:" COWRIGHT ENGINEERING EXPRESS' FLOOR PLAN AND UNIT LAYOUT: �n T :THIS SHEET IS INTENDED FOR USE INPROIECTSWITH LEVELOFALTEATIONIONLY.IFLEVELOFALTERAT10NISDIFFERENT,THIS 19-14273 IS FOR ADDITIONAL CERTIFICATION. p00RUE 1GN SANY DOOR PRODUCT SHALL EXIT ONLY TO EXISTING BALCONIES WITH EXISTING 4Y HIGH APPROVED GUARDS WHICH SHALL NOT SCALEI NTS UNLESS NOT ED E S9ILL HEIGHTS WINDOWS MUST HAVE MINIMUM S'U' EIGHTOF34INCHES.OPERABLE WINDOWS WRHSILL HEIGHTS LOWERTHAN 42 INCHES THAT DO OF� _ NOTOPERTO�BALCONY AREA WITH AN APPROVED GUARDRAIL SHALL BE EQUIPPED WITH A PERMANENT BLOO(ER WHICH PROHIBITS THE WINDOW FROM v OPENING TO WHICH A 4"SPHERE CAN PASS THROUGH AT ANY POINT BELOW 11"LEXCEPT FOR RESCUE WINDOWS WHICH IN ME EVENT OF AN EMERGENCY THE BLOCKER MUST BE REMOVABLE.WINDOWS WITH THIS CONFIGURATION SHALL ALSO HAVE SEPARATE CERTIFICATION CONFORMING TO FBC FOR SAFEGUARDS WHICH IS NOTINCLV EDINTHISDOCUMENT. - WHEN APPUME,WIND PRESSURE INFORMATION FOR LISTED SHUTTER PRODUCTS HAVE BEEN CALCULATED USING WIDTH•HEIGHT/3 IEFFECTWEARFA-N•H/))