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HomeMy WebLinkAboutConstruction PlansGENERAL NOTES DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS: 1. THE 2020 FLORIDA BUILDING CODE, 7TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM 2. ASCE 7-16 & SE17 3. AC1318 CONCRETE REFRENCE MANUAL. 4. AA ASM 35 & AA ADM 1 5. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS. WIND LOADS: 1. FBC TABLE 1604.5, RISK CATEGORY = 1 2. FBC SEC 1609.4, EXPOSURE CATEGORY = C 3. FBC SEC 1609.3, ULTIMATE DESIGN WIND SPEED = 150 MPH DESIGN NOTES: ALLOWABLE DESIGN PRESSURES UTILIZED IN THIS DOCUMENT HAVE BEEN CALCULATED PER THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) & ASCE 7-16 USING ALLOWABLE STRESS DESIGN METHODOLOGY WITH THE CRITERIA AS OUTLINED HEREIN. THE CONTRACTOR SHALL CONTACT THE AUTHORITY HAVING JURISDICTION TO ENSURE APPROPRIATE CRITERIA TO BE USED BEFORE CONSTRUCTION BEGINS. THE SYSTEM HAS NOT BEEN DESIGNED TO WITHSTAND CONCETRATED LOADS FROM HUMAN ACTIVITY. DRAWING INDEX SHEET NO. DESCRIPTION G01 GENERAL NOTES S01 STRUCTURAL PLAN F01 FOUNDATION PLAN D01 ROOF & PROJECTION BEAM DETAILS D02 POST & MAIN BEAM DETAILS GENERAL NOTES: 1. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL SIGNATURE & RAISED SEAL OF CRAIG E. GUNDERSON, P.E. ALTERATIONS, ADDITIONS OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. PHOTOCOPIES AND UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED. 2. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE SEVENTH EDITION (2020). STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY AND GOVERN. DESIGN CRITERIA OR SPANS BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING. 3. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 4. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 5. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA. THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 6. ALL FASTENERS TO BE #12 SAE GRADE 2 OR STAINLESS STEEL 304 UNLESS NOTED OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES" BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. 7. FOR ALUMINUM MEMBERS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. 8. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 9. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 10. WOOD HOST STRUCTURE& ALL WOOD MEMBERS SHALL BE "SOUTHERN YELLOW PINE" G=0.55 OR GREATER DENSITY. 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 12. ALL ALUMINUM SHALL BE 6005-T5 ALLOY AND TEMPER UNLESS NOTED OTHERWISE. 13. ALL STEEL ANGLES SHALL BE ASTM A1011 OR A653 GRADE 50 (Fy=50 KSI, Fu=65 KSI) OR BETTER. 14-AL-L-CONCRE-T-E-AND-EPDXY TO REACH A-MINIMUM-COMPRESS IVE-STRENGTH-OF 3000 PSI IN 7 DAYS. 15. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS 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 LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 16. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 17. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. SYSTEM NOTES: PERGOLA SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION ISSUED BY RENAISSANCE PATIO. REFER TO AFOREMENTIONED MANUFACTURER ISSUED ASSEMBLY MANUAL FOR ALL CONNECTION DETAILS THAT ARE NOT ILLUSTRATED HEREIN. P co 4�e N U- uj w co -t� Q p �i 6'• '' ' .. .• ,� ul //01IIIII11111\``\\\\\ m RECEIVED MAR 15 2021 permitting Dzpartment Si. Ludo Cpu Ity% 203 -©Ze6 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY DOCD SCREEN ROOM W/ RENAISSANCE CLASSICO EXPOSED BEAM ROOF CONFIGURATION 1 & 2 'WALL MOUNT 91-011 10'-0" �{ II II II II III 1x2 II II II II III II II II II III II II II II III II II IIII II III II II II III II II II II III w II II II II II I IIII III N IIII II II II II IIII III Z II I III II u u u ul ?; I n u u n 2 Lu Q II a II n u 00 II a II u u o z II H H u u - II n II u u rl -Lr) 1 00 I I I I I I I I I I N O' 00 II II II II II 7n ' II II H u u �y O II II II II II 2X2 DJ `V - o II II H u u II ;t I u ii u u _ I I II II II II 2X2 DJ II II II II II d II II II II II cV - II II II II II X r' POST JL----LL----11----E u u I u u u u u u u 8'-0" DOOR LOCATION TO BE DETERMINED BY CONTRACTOR IN THE FIELD. (NOT TO EFFECT DESIGN SPANS & STRUCTURAL MEMBERS SHOWN) O n 0-0 Q w m Z Q w MAIN BEAM �1x2 1" 12'-10 8 DOLCE SEAMLESS SCREEN WALL MOUNT — 24'-0" — 3" X .030" X 2LB COMPOSITE PANELS 3003-H154 1/4"-1' SLOPE (MIN.) (FL.# 7561.1-135) ■ POST 11' -4" 34'-0" 2 Z a w MAIN BEAM W/ INSERT 1x2 18'-10" 11'-4" ME CD _Z::z O O p; _ IL N =0 :U (o z U) ey ,,,,,,�yD ......pR\\�,. uw .2 IIIIIIIW 1" -8 88 z 1x2 O_ w w O Co 2X2 DJ 2X2 DJ d [V X POST —' 8'-0" PROJECTION BEAMS AT 24" O.C. - - CONFIGURATION DESIGNATION POST POST INSERT MAIN BEAM BEAM INSERT 1 SD post and beam system 3.875"X3.875"X0.090" NONE 2.75"X7.00"X0.080" NONE 2 SD post and beam system with beam insert 3.875"X3.875"X0.090" NONE 2.75"X7.00"X0.080" 1-2.464"X6.777" 3 HD post & beam system 3.875"X3.875"X0.188" NONE 2.75"X7.00"X0.125" NONE 4 WD post & beam system 6.00"X6.00"X0.125" NONE 4.875"X7.00"X0.125" NONE 5 WD post & beam system with post & beam inserts 6.00"X6.00"X0.125" 5.368"X5.368"X0.125" 4.875"X7.00"X0.125" 1-4.589"X6.777" SEE SECTION DETAILS ON PAGES D01 & D02 RECEIVING CHANNEL WITH #12 SELF DRILLING SCREW @ 8" O.C. 1" FROM ENDS TOP & BOTTOM OR EITHER SIDE WITH SCREW THROUGH ENTIRE STRUCTURAL PANEL, TYP. 111 1/4" DIA. TAPCON WITH INSULATED PANEL 2.5" EMBEDMENT INTO 3KSI PER SEPERATE OR GROUT FILLED CELLS WITH CERTIFICATION, TYP. 5" MIN SPACING & 6" EDGE d DISTANCE @ 24" O.C, TYP. EXISTING —CONCRETE OR CBS WALL, TYP. OPTIONAL (2) 1/4" DIA. TAPCON WITH 2.5" EMBEDMENT INTO 3KSI OR GROUT FILLED CELLS WITH 5" MIN SPACING & 6" EDGE DISTANCE @ 24" O.C, TYP. PROJECTION BEAM U D D D DD D a D r D D PROJECTION INTERIOR CLIP HOST CONNECTION 2 (CONCRETE OR BLOCK) 3A eq 216 ►� �M 0.070 3" ROOF REC CHANNEL ATTACH TO CARRY BEAM W/#12SELF-DRILLING SCREW W/ 1" OD WASHER STRUCTURAL PROJECTION @6" O.C, TYP. INSULATED PANEL INTERIOR CLIP PERSEPERATE CERTIFICATION, TYP. •r�'.; •;;•'• SCALLOP PROJECTION o ° o INTERIOR CLIP ATTACH USING POST CAP (2) #14 SELF -DRILLING o 0 SCREW, TYP. PROJECTION BEAM MAIN PROJECTION BEAM BEAM (4) #14SELF-DRILLING POST SCREW PER SIDE, TYP. N. 2" PROJECTION BEAM (TRUSS BEAM) TRELLIS/PROJECTION 4 &POST CONNECTION 3A F_ �0 0.070 1$" PROJECTION BEAM INTERIOR CLIP \\\\1111111111//�/ QJ O_ N O W =]w o U: U c,, � � Q 0: _ � o N p 12" MAX, TYP. 1.5" MAX SD BEAM (4) #14 SELF DRILLING SCREW PER SIDE, TYP. 0 ATTACH TO CARRY BEAM W/ #12 SELF -DRILLING SCREW W/ 1" OD WASHER @6" O.C, TYP. POST CAP MAIN BEAM LSD BEAM INTERIOR CLIP SD POST 1 SD BEAM TO POST 3B CONNECTION TOP VIEW s 0 O MAIN BEAM o (SLOPED OR 0 HORIZONTAL) o 1-1/2"X2-1/2"X.062" REC. CHANNEL W/ (6) #12 SCREW INTO BEAM EA. SIDE IN LIEU OF .062 REC. CHANNEL MAY USE 2"X2"X1/8" ANGLE EA. SIDE W/ (6)#12 SCREW INTO BEAM EA. SIDE 0 FOR WOOD APPLICATION: (3) 1/4" DIA.X3" GALV. LAG SCREW FRONT VIEW MAIN BEAM CONNECTION TO WALL DETAIL SCALE: N.T.S. 4 0.12 N 216„ SD BEAM INTERIOR CLI P � 0.125 0 N 2.059 SD POST CLIP 2 POST EMBEDMENT 3B 2.750 SD MAIN BEAM SLIDE BASE PLATE COVER OVER POST & BASE PLATE (OPTIONAL) REBAR 12" LONG ROUGH POST, TYP. 1` ti to P0� BASE PL =2:' <(/ N •v) o LL 6- O O.J =(.g:w co y� z cf) %,��//��� •.....PROF \\�. llllllllll\ SLIDE BASE PLATE COVER OVER POST & BASE PLATE 4) #14 SELF DRILLING -)CREW PER SIDE, TYP. (6) CONCRETE ANCHORS (SEE PAGE 4) POST 3 ANCHOR CONNECTION 3B 0.125 2.464 SD MAIN BEAM INSERT 3„ 16 in 61„ r� 2 SD BASE PLATE U T- J O N Lo J �_ rn co M Zz o 0 O U W -J O 00 a- N ~_ LU rn V � M [- C O W Q _�o Q Q 2 E-- U Oro ti' �- LL DESIGN DATE: POST & MAIN BEAM DETAILS REVISION 1: REVISION 2: (TO BE USED WITH CONFIGURATIONS 1 & 2) SCALE: w N co r- 0 w U U 00 O O lqt N 2 H Y LL Ow U w o m w_ F } 0 0 CM LL w IL 02/25/2021 DATE PAGE: DATE DO: NTS POST BASE ANCHOR TIE - DOWN SCHEDULES: ANCHOR TYPES: (6) 1/4" DIA ITW TAPCON, 1/4" DIA. SAE GRADE WASHER, 1.75" EMBEDMENT, ANCHOR TYPE #1 2.5" SPACING, 3" MIN. EDGE DISTANCE INTO 3KSI MIN. CONCRETE (6) 1/4" DIA BLUE TAP ANCHOR WITH 2.1" EMBEDMENT, INTO 3KSI MIN. ANCHOR TYPE #2 CONCRETE 2.5" SPACING, 3" MIN. EDGE DISTANCE 1 ANCHOR SCHEDULE 1 4 SCALE: N. T. S 2 3 8" %n l 00 N 2 2 3" � Z 2- AN C H 0 RS TO BASE P LATE 4 SCALE: N. T. S FOOTING NOTES 1. PROVIDE 1-1/2" COVERAGE TOP, SIDES, BOTTOM AND 1" BETWEEN ADJACENT REBAR LAPS. 2. PROVIDE MIN. 3" COVERAGE OF REBAR FOR ALL CONCRETE IN CONTACT WITH THE EARTH. 3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS 4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40 5. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY / CO. REQUIREMENTS 6. PROVIDE 2500 PSF BEACING (TYPICAL) UNDER FOUNDATION 7. SEE GENERAL NOTES FOR TYING INTO EXISTING FOUNDATIONS 8. SEE GENERAL NOTES FOR ADDITIONAL CONCRETE INFORMATION & SPECS. \\\111111111//�� \\\0/ N cif o O LL uj w Lu 0 � ". O � N HOST WALL = Lu Mm //IIIIIIIII\\ U p HOST WALL J O Lo n J `- M ~ M 0 v Z w N NEW 4" SLAB Z 8 U w V 3000 PSI MIN. 000 J W/ FIBERMESH `-� W < LL U) .L Z �-- LLJ 0) N c' 8"X8" FOOTER 32'-0" I r- H 00 CONCRETE PLAN SCALE: N. T. S NEW 4" SLAB 3000 PSI O5 SODDED GRADE W/ FIBERMESH 45° V / "V''" `-(1) #5 BAR 8" CONTINUOUS 8"X8" MONOLITHIC FOOTING SCALE: N. T. S