The URL can be used to link to this page

Home My WebLink AboutFLOOR PLANG SITE SPECII FLOOR PLAN: SCALE: N.T.S. BUILDING FOOTPRINT PLAN VIEW FILE COPY UNI N EY DOC FLOOR PLAN AND UNIT LAYOUT SCANNED BY St Lucie County THESE PLANS AND ALL PROPOSED WORK REQUIRED BY FIELD INCORRECTIONS STAT CP�ESALLPPOAETOOMLWITHALICBCDES. UNIT NEXT )OOR DESIGN NOTES: HU PEi FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10 Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST) EXPOSURE'D', ENCLOSED STRUCTIUT(E)�(() i r RISKCATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 �� p qh = 0.00256*Kz*Kzt*Kd*V*V P = qh ((GCp)-(GCpi)) PRESSURESONOTED BELOW NOTED,AS ROOF TYPE MONOSLOPE, ROOF SLOPE 00 NO G INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS a GENERAL NOTES: _o AW _ TI D. n• SIG 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SR SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE F(fp. THiL��NAg35ET'9T IG OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHRRS. Nn rpannrA- m..1f�. i F -.- 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEQ ANY EGRESS �n�eD Arvu aoDRESSED HERON. U . -, ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL REQUIREMENTS. ALL EGRESS ISSUES AR4 Tcc��Bt r 3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE THE CERTIFICATION OF WAIEB� E INFILTRATION OF FIRE SAFETY. / / I ) 4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE (DADS IMPOSED BY THIS K REPLACES THE DESIGN q5 WOR EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE, THIS ENGINEER SHALL R NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO REINSPER AND RE-EVALUATE DESIGN. NO WARRANTY, ETHER DXPRESSED OR IMPLIED, IS CONTAINED HERON. SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCHVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE WITH THE INTENT OF RE THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES AOBSERVED. USE OF THIS DOCUMENT CONSTITLTE9 ACCEPTANCE OFTHESE TERMS. S. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCESTO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT ES MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HERON. 6. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH PAMA 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, AND ASTM C1281 OR RAMA 812 FOR THE TYPE OF SEAIANT TO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION. 7. THE CONTRACTOR IS B. ALL CONCRETE SHALL BE RESPONSIBLE NCRACKED ONLY WITH A MINIMUM COMPRESSSIVEMSTRENGTH OILAR F 000 PSTO I U N.O. ENT AND SHALL BE MINIMUM S.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 NOWMACTVE. 9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xD1AMETER END DISTANCE AND 2.SxD1AMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. 10. ALL FASTENERS TO BE A32 X 3/4- OR GREATER 2024T4, 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. 31. 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. CONTRACTOR IS TO VERIFY ALL HELD DIMENSIONS PRIOR TO INSTALLATION. 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et.1. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALIF FOR BY LOCAL, STATE, & FEDERAL CODES &FROM DEVIATIONS OF THIS PLAN. 13. ENGINEERING EXFRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HERON IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE HELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING HELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. • ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE OUR CERTIFICATION DESIGN INFORMATION: T_.� CONCEALED FASTENERS OR ATOACH .o t' @ COPY ARETHE ED FAS RESPONSIBILITY rOF AC HE sIL CONTRACTOR OR RECORD MARK QTY W x H (In.) ZONE DESIGN PRODUCT PRODUCT MODEL APPROVAL MULLION PRESSURE APPROVAL Y PRESSURE APPROVAL C MULLION SIZE (In.) OM 1 (1) 36.00 x 25.00 4 +47.36 / -51.31 17-0918.11 AW NUM CASEMENT +1101-120 18-0117.01 1' X 1.5' X 0.125' WINDOW OPG 2 (1) 54.00 x 25.00 4 +47.36 / -51.31 17-0926.18 SERIES 238 ALUMINUM FOXED WINDOW +110/-120 18-0117.01 1' X 2.5' X 0.125' OM 3 (1) 25.00 x 25.00 4 447.361 -51.31 17-0918.11 IN AU) NU3M CASEMEENTG +1101-120 N/A N/A WINDOW DRAWING NOTES: ,� �- L1iII11 ST. LUCIE COUNTY BUI G DIV ION REVIEWED FOR COMPLIANCE REVIE)" DATE PLANT -AND PERMIT MUST BE KEPT OB SITE OR NO INSPECTIONS) WILL MADE IN PROJECTS WITH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION 15 DIFFERENT, THIS IFICATION. ONLY TO EXISTING BALCONIES WITH POSTING 42- HIGH APPROVED GUARDS WHICH SHALL NOT IITAL SIGNATURE ON SHEET 1 THIS SHEET DOES NOT Li z Z ¢ 3 a 0 � LL O m N Z D (n in xLL9 z m BUU Z w Ul LU X N y :8 C- CO W OY d W y n I C 2 7 0 u0 Ln U) UU o 0 LU F- F' -59 R LI , Y w 8.1 U 1 18-6610 1 0 PRODUCTS HAVE BEEN CALCULATED USING WIDTH - HEIGHT/ 3 (EFFECTIVE AREA - H'H/3) DESIGN NOTE SITE SPECIFIC FLv'JR PLAN: SCALE: N.T.S. UNIT # 3-F BUILDING FOOTPRINT PLAN VIEW UNI ■kMAI WO 7 � 55.0' N (_ UNIT NEXT DOOR FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10 %lilt / Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE 'D', ENCLOSED STRU4TWE, / 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 �` Q • •-' P = qh ((GCp)-(GCpi)) Off,- ' L1GEN F MRH=25', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.0. PRESSURES: NOTED BELOW No PES jo 3, INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS = 77 GENERAL NOTES: 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITESPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCNRPF E PURPS-FATE OF THE INSTALLATION OF GLAZED/NON-GUIZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION R. ��,D` EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPLICABU= OF ANY PROPOSED SYSTEM OR COMPONENT UGE �+`VJPh1DR(' THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HERQ ./ . 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES' L�' ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL / I Al 3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OFTHE SYSTEM ONLY DOES NOT INCLUDE WE CERTIFICATION OF 44ATFjt(I I I INFILTRATION OF FIRE SAFETY. 4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATETO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE, THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO RE -INSPECT AND RE-EVALUATE DESIGN. NO WARRANT, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE WITH THE INTENT OF THE PRODUCT APPROVAL BEING MMED WHICH MUST BE SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS. S. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS& INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. 6. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH AMA 800 AND ASTM C 92D CLASS 25 GRADE NS OR GREATER FOR PROPER JOIW EXPANSION AND CONRACTON, AND ASTM C3281 OR AAMA 812 FOR THE TYPE OF SEALANT TO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. B. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM I.Ex THICKER THAN AN MEMBER EMBEDMENT. ALL EPDXY AND GROW SHALL STRENGTH OF OR EXCEED COMPRESSIVE STRENGOF THE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON -REACTIVE. 9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.5xDTAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. 10. 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, 11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA THEY MAY VARY SLIGHTLY, TO THE EMEW THAT THE OPENING AREA IS NOT SMALLER THAN 5% OF THE ENGINEERED DESIGN. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION. 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, M. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &FROM DEVIATIONS OF THIS PLAN. 13. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA ORMEASUREMENIS. WORK SHALLBE FIELD VERIFIED PRIORTO CONSTRUCTION. ENGINEERINGEXPRESSSHALLBENOMFIEDANDGIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 14. EXCEPTAS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. AND INVALIDATE OUR CERTIFICATION - DESIGN INFORMATION: MARK CITY W x H (in.) ZONE DESIGN PRODUCT PRODUCT MODEL APPROVAL MULLION MULLION SIZE (in.) PRESSURE APPROVAL# PRESSURE APPROVAL# SERIES 238 OUTSWING 1 (1) 36.00 x 25.00 4 + 7.36 / -51.31 17-0918.11 ALUMINUM CASEMENT •1101-1m 18-0117.01- 1- X 2.5' X 0.125' WINDOW 2 (1) 54.00 x 25.00 4 + 7.36 / -51.31 17-0926.18 SERIES 238 ALUMINUM -1101-120 18-0117.01" 1' X 2.5' X 0.12S' FIXED WINDOW SERIES 238 OUTSWING 3 (1) 25.00 x 25.00 4 + 7.36 / -51.31 17-0918.11 ALUMINUM CASEMENT +1101-120 N/A N/A WINDOW SERIES SGD-770 4 (1) 144.00 x 80.00 4 +1.07/-05.01 17-0420.12 ALUMINUM SLIDING •60/l N/A N/A GLASS DOOR DRAWING NOTES: LEVEL OF ALTERATION I ONLY. 6 LEVEL OF ALTERATION IS DIFFERENT, THIS BALCONIES WITH EXISTING 42- HIGH APPROVED GUARDS WHICH SHALL NOT P.E. T 1, THIS DIGITALLY REMAIN IN Zm ca y 7 0 LLEO oi,~4 J TU'0 W(j� ODLLmyNm W IL X,* ZW o ry W Zx Er F>Q zWa p t m m2 t wuj zww W u~NrnZ O.. 3 LL W Z N W dxw 9D Q u o �iS a 7k7'' � ❑ u a rc ozQ§ s 12 hM t H$ 1 18-6934 1 NOT OPEN TO A BALCONY AREA WITH AN APPROVED GUARDRAIL SHALL Be EQUIPPED WITH A PERMANENT BLACKER WHICH PROHIBITS THE WINDOW FROM J7 FLOOR PLAN AND UNIT LAYOUT WE ING TOBLOCKS WHICH A 4- SPHEREBE CAN PASS THROUGH AT ANY MINTBELOW36'(EXCES HMR AVERESCUE SEPARATE DOWSWHICHINTHEEVIEfff RMING FBC FOR �CILJIII THE GUARD 0. MUSH BE REMOVABLE). INCLUDED IN THIS DCU THIS CONFIGURATION SHALL ALSO HAVE SEPARATE CERTIFlGATfON CONFORMING TO F8C FOR SAFEGUARDS WHICH IS N ESSUREIN THIS D R USTED • WHEN APPLICABLE, WIND PRESSURE INFORMATION FOR LISTED SHUTER PRODUCTS HAVE BEEN GLLNIATED USING WIDTH=HEIGHT /3 (EFFECTIVE AREA =H•M/3) 3! N C SITE SPECIFIC FLOOR PLAN: SCALE: N.T.S. UNIT # 3-F BUILDING FOOTPRINT PLAN VIEW UP NE DC FLOOR PLAN AND UNIT LAYOUT -T - 55.0' N 1w UNIT NEXT DOOR DESIGN NOTES- \\\\ O EA16Ei FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10 �� L�.-• Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE 'D', ENCLOSED STRU IC� RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 ) P qh ((GCp)* GCP )) KdV•V y} :' N p8• MRH=25', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.0° _ -u PRESSURES: NOTED BELOW =;u 823 INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS Ouc '. GENERAL NOTES: ��t<\�,'<o 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOR THE THFlipS SIGN N EX E INSTALLATION OF GLAZER/NON-GLAZED PRODUCES AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, EITHER //' HF+ EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG W1M / / / / THESE PRESSURES UNLESS PRODUCE AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. 2. NOCERTIFlCATION OR REVIEW IS OFFERED THATTHE PROPoSED UNITS MEET ANY EGRESS REQUDREh1ENT5.ALL EGRESS ISSUES ARE TO BE COPIEI 3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE THE CERTIFICATION OF WATER INFILTRATION OF FIRE SAFETY. 4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE OUSTING HOSI STRUCTURE, THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHTTO RE -INSPECT AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. SINCE IF IS NOT PRUDENTTO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY DURING CONSTRUCTION THAT VEME SUBSTRATE IS OFTHE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE 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 OF THIS DOCUMENT CONSTIRNES ACCEPTANCE OF THESE TERMS. S. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HERON. 6. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, AND ASIM C1281 OR AMA 812 MR THE TYPE OF SEALANT TO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. S. ALL CONCRETE SMALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI U.N.O. AND SMALL BE MINIMUM I.SX THLCKERTHAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROW SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON -REACTIVE. 9. MR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2%DIAMETER END DISTANCE AND 2.SxDIAMETER MIN SPACING TO 10. ALL FASTENERS TO BE #12 X 3/4- OR GREATER 2024-T4, I8-8 SERIFS 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALLAPPLICABLE FEDERAL,517ATE, AND LOCAL CODES. 11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA THEY MAY VARY SLIGHTLY, TO THE EXTENTTHAT THE OPENING AREA IS NOT SMALLER THAN 5% OF THE ENGINEERED DESIGN. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIORTO INSTALLATION. 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OFTHIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOUR, STATE, & FEDERAL CODES &FROM DEVIATIONS OF THIS PLAN. 13. ENGINEERING EXPRESS HAS NOT VISITED THIS 3OBSITE. INFORMATION CONTAINED HERON IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SMALL NOT BE HELD RESPONSIBLE OR LIASLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 24. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDRIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED- - ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION DESIGN INFORMATION: MARK QTY W x H (In.) ZONE DESIGN PRODUCT PRODUCT MODEL APPROVAL MULLION MULLION SUE (in.) PRESSURE APPROVAL # PRESSURE APPROVAL # SERIES 238 OUTSWING 1 (1) 36.00x25.00 4 +47.36 / -51.31 17-0918.11 ALUMINUM CASEMENT •110/-12D 18-0117.01• 1'X2.5'X0.12S' WINDOW 2 (1) 54.00x2S.00 4 +47.36 / -S1.31 17-0926.18 SERIES 238 ALUMINUM -1101-12D 18-0117.01• 1'X2.S'X0.12S- FIXED WINDOW SERIES MS OUTSWING 3 (1) 2S.0Ox2S.00 4 +47.361-51.31 17-D918.11 ALUMINUM CASEMENT •110/-120 N/A WA WINDOW SERIES SGD-nO 4 (1) 144.00 x 80.00 4 +41.071- 15.01 17-M20.12 ALUMINUM SLIDING a /-(D N/A N/A GLASS DOOR DRAWING NOTES: ALTERATION LLFwU: CENGINEER SHALL BEONTACTED F DEBE_� DOOR s" DNS' ANY DOOR SILL HEIGHTS: WINDOWS MUST I0 WITH LEVEL OF ALTERATION I ONLY.7 LEVEL OFALTFRATION IS DIFFERENT. THIS STING BALCONIES WITH EXISTING 42' HIGH APPROVED GUARDS WHICH SHALL NOT CLSO HAVE SEPARATE CERTIFICATION CONFORMING TO FBC FOR BEEN MCULAM) USING WIDTH - HEIGHT/ 3 (EFFECTIVE AREA - M•1-1/3) I 4Tzimc.-nmc XT 1 1, THIS 'A DIGRALLY U- REMAIN IN & PRINTED DOCUMENT )EKED WGNEI MERE IS NO RE ON SHEET 1 u O N Z yV o m® Wm wo LL (n I- m DDi, o (� Ill ,r J BI U m om WE0 LLV)LL'nCC�'o U.W O =aLDw ry a Z r>aLLaw 4: �a gaW w�LL Omm aZ U W yoZ LL O LU (n cc Z LLU IDb � 0 Z 1-X V J Q O in In LU UL 0 cl! a En U) W - iz C3j p VIM WIN N 808 1 18-6934 1