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Home My WebLink AboutPLANSSCANNED BY St. Lucie County FROM Opel OPG6 RECEIVED JUN 2 7 2818 Permitting Department St. Lucie Count WINDOWS & DOORS OPG1: OPG 2a: OPG 2h: OPG 2c: OPG 3: OPG 4: OPG 5: OPG 6: OPG 7: OPG 8: FILE COPY OPG2 CGI SHIM 36'X29' CGI SH110 36'X48' CGI PVA30 36'X48' CGI SHIM 36'X48' PGT SGD770 107'X81' PGT SGD770 108' X 81' PGTSGD770 72'X81' CGI SHIM 36'X48' CGI SH110 36'X48' CGI SH110 36'X48' OPG3 OPG 2c 2a Proeet Aame: Vicente Residence St Lucie County License No.: 19363 Scale: N.T.S. 574d P'ro"42"a lac, 07 10044 S. Ocean Dr. #902 //m )enten Beach. Ft 34957 3570 S.E. Dixie Hwy • Stuart. FA 54997 h: (305) 58"535 (772) 286-0459 • giaii#rolerfionalr@gmoil.eom SITE SPECIFIC FLOOR PLAN: SCALE: N.T.S. BUILDING FOOTPRINT PLAN VIEW ILE COPY rel E8 EID O Pei 205.0' MIN. BUILDING DIM. RECEIVED JUN 2 7 2018 Permitting Department St. Lucie Count, SCANNED BY �t. Lucie County O UNIT #902 N90 FT ABOVE GRADE HALLWAY FLOOR PLAN AND UNIT LAYOUT DESIGN NOTES: FRANK BEN ARDO, P.E. 654 FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10 PES PE004 Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE 'D' ENCLOSED STRUCTUF�F,1 I I I I RISK CATEGORY=II, Kd=0.85, Kzt=1.0, KZ=TABLE 30.3-1, GCpi=+/-0.18 qh = 0.00256*Kz*Kzt*Kd*V*V �� GQR�O UAL' - �� 18 P = qh ((GCp)-(GCpi)) `\ MRH=120', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.0° 4. i ,wP.EAwuu 69Dv PRESSURES: NOTED BELOW a ; • N fHSTo, P.E. INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS 0A ez32 GENERAL NOTES: - x TIGE: IET SHEET DOES TI CONTAI N-ORIGINAL = rn S[ TUBE NOINEER SEAI C® 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE DESIGN PRESSURES FOR Tji EEERE SIGNA UR H L3 THIS STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS- PO D EA I, THIS N � SHEET 11 fAARRTO OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPON-FIJ5, SHALL REMAIN IN ENT USED DIALONG WITHFTHESE PRESS`U�J�F V�JNL S� coPiA4 F F NIS DOCUMENT ® yr & PRIxrED PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN.. 'y "•" p �o 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIf�EM NTy � I(D E DEREDWGNEI EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFI IIqALL,, D. IF THERE IS NO 3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN'A5 D fPr 15 SHEET DOE ON SHEET 1 1 I PHIS SHEET DOES NOT WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE, ORIGINAL SIENGINEEWS GNATURE & SEAL, RE -INSPECT ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO THIS snEEr is A coPY RAFT. RE -INSPECT AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. rrnn SINCE IT IS NOT PRUDENTTO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY U p IN DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE Z WITH THE INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE Q f w w m , N U N OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS. TJJ 4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO W LL V) LL ,y',+ X w THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. 5. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT ryry�. COMPLYING WITH AAMA 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION ly w W U �z X 5 AND CONTRACTION, AND ASTM C1281 OR AAMA 812 FOR THE TYPE OF SEALANTTO BE SELECTED WHICH IS UI <� Q LL w w n OUTSIDE THE SCOPE OF THIS CERTIFICATION. D: Q W e IN O 6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 1' 1 rc N 0 „4 w w ID 7. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM 1.SX THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND 3 W 'rJ O NON -REACTIVE. N LU a M w 8. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND ❑ W 2.SxDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. w O 9. ALL FASTENERS TO BE #12 X 3/4" OR GREATER 2024-T4, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR ~ CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE, AND LOCAL CODES. U J 10. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN 5% OF THE ENGINEERED DESIGN. .. O N CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION. o 11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS Q SPECIFICATION BY CONTRACTOR, at. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FAALL COST & Z aQ w J BRICATION, SYSTEM O = IO1n a0 LL ERECTION, &CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &FEDERAL IIILL It , ❑ 3 CODES & FROM DEVIATIONS OF THIS PLAN. 12. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HER IS BASED ON W lb U Z w CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT EI HELD RESPONSIBLE ILA W < w U Z OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALLES FIELD 0 w ry ❑ O W VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NO AND GIVEN AN OPPORTUNTN a o En N (� w TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF`^' v EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. UI m vUu 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INITENDED. In Fw- C) * ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR w U ~ CERTIFICATION T 1 C DESIGN INFORMATION: MAR/-' GTY W. In.) ZONE DI lGNPRESSURE PRODUCT pPP0.0VAL8 PROWTMODELC APDROVAL HUWON MUW°N SIZE 1 3 35.JSxgB.W 5 45].BJ/410.50 I]- ]011.15 SEWES SENTINEL 110 ALUMINUM SH pRf55UPE( gpPROVAL8 �n ) 3 36.BOz4B4O0 5 +S/.8J/-110.50 I)-3011.15 SER165EH31NEL I3D gLUMINUM SH •BO/-13q N/p ry/q 3 ] 3fi.0px 48.00 5 +9.02/-110.50 3)- 031N.0B SERIESEMESENONEL110UO ALUMINIUM FIXED WINDOW •80/-1)t ll-063D.01 IZI z°.l]5 9 I 36.Opy 48.00 5 i5).82/-110.50 1)-1011.15 SERIFS SENDNEL 110pWMINUM SM •I00/_Ip )J.0530.01 1x9 x0.3J5 5 I IO6.BOz8p.50 q +52A1/-56.65 1)-0iJ0.I3 PGTSERIE5770-HPSDDINGGIAS5 •80/-11t 1)-0630.01 Ix9 x0.125 6 ] lOJ.25iB0,50 J1.30xB0.50 5 q +5J.39/-95.I] +Sl.gl/-SB.Of I]-0i)0.13 1J-01)0.13 R pG]SERIFS J)0-MP SIIOING GL0.55 p0pR pGf SERIF57)D-NP SIIDING GLp55 D0pR WO/_130 •00 /-190 N/p N/q N/p N/p J 1 B 1 35.SOzgB.00 35.50z48.OD 5 5 q +A.BJ/-- -110.50 +5].8J/-f0.1] IJ- 1031.35 3]-]01145 3)9011d5 SERIFS SENTINEL 110pWMINUM SN SERI65EN9MEL S10pWNINUM SN SERIFS SENDNEL 110 gWMINUM SH •001-130 r00/-lA •B0l-1N WA N/p N/A H/A N/p N/q 9 3 10 1 35.50z48.00 •OOI-1N N/p N/q DRAWING NOTES: • ALTERATION LEVEL: THIS SHEET IS INTENDED FOR USE IN PRO)ECTS Y R LEVEL OF ALTERATION S ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THls ] E L E CONTACTED FOR ADDITIONAL CE nR ATION. • DO00. DE5)GNATTONS: ANY DOOR PRODUCT SHALL DUT ONLYTO E STING BALCONIES W DOSTING 42' HIGH APPROVED GUARDS WHICH SHALL NOT • SILL HEIGHTS: Vrtumwc vuo u.,,e e... o"_ a • 02 J USX. Z.Fp O> lE'zml-gks N-F210 C2��G O 1 18-6253 1 • WXEN APPLIGBLE, WIND D0.FSS6RE INFORMATION fOR LISTED SHUTTER PRODUCTS HAVE BEEN GLCUTATED USING WIDTH HEIGHT/ 3 (EFFECTIVE AREA a H•H/3) 111