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2234 Oceanwalk Dr W RESO23-0120 engineering revision 04.05.2024REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST S ATLANTIC BEACH, FL 32256WUNDERLICH 2234 OCEANWALK DR WATLANTIC BEACH, FL 32233 MBGDRAWN BY:SHEET:01CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com03/27/2024DATEDATEPROJECT NO.ALUMINUM SPECIFICATIONS:ALUMINUM MEMBERS DIMENSIONS:HOLLOW SECTIONSOPEN BACK SECTIONSSNAP SECTIONSSELF MATING (SMB)2 x 2: 2" x 2" x 0.050"2 x 3: 2" x 3" x 0.050"2 x 4: 2" x 4" x 0.050"2 x 5: 2" x 5" x 0.050"1 x 2: 1" x 2" x 0.044"1 x 3: 1" x 3" x 0.045"2 x 2 SNAP: 2" x 2" x 0.045"2 x 3 SNAP: 2" x 3" x 0.050"2 x 4 SNAP: 2" x 4" x 0.045"2 x 4 SMB: 2" x 4" x 0.046" x 0.100"2 x 5 SMB: 2" x 5" x 0.050" x 0.116"2 x 6 SMB: 2" x 6" x 0.050" x 0.120"2 x 8 SMB: 2" x 8" x 0.072" x 0.224"2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"2 x 9 SMB: 2" x 9" x 0.072" x 0.224"2 x 10 SMB: 2" x 10" x 0.092" x 0.374"2 x 7 SMB: 2" x 7" x 0.055" x 0.120"ALL MAY NOT APPLYDETAIL "A" MEMEBR DIMENSIONSCONCRETE SPECIFICATIONS:MASONRY SPECIFICATIONS:THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OR NOT, BY ONE OR MORE REGULATORY AGENCIES, THE FOLLOWING SPECIFICATIONS ARE APPLICABLE: a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: i. PORTLAND CEMENT TYPE 1 - ASTM C 150 ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 iii. AIR ENTRAINING +/- 1 % - ASTM C 260 iv. WATER REDUCING AGENT - ASTM C 494 v. CLEAN POTABLE WATER vi. OTHER ADMIXTURES NOT PERMITTED b. METAL ACCESSORIES SHALL CONFORM TO: i. REINFORCING BARS - ASTM A615, GRADE 60 ii. WELDED WIRE FABRIC - ASTM A185 c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT PERMITTED. d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WEATHER RECOMMENDATIONS. e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. FOR RISK CATEGORY II, III, & IV STRUCTURES ONLY. g. CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. (SLAB ONLY)2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPOXY TO DECK OR GROUT TO DECK w/ 2000 PSI GROUT WITH BONDING AGENT3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT DRILL & EPOXY #4 X 8" REBAR INTO EX. FOUNDATION EMBED 4" MIN W/ NON-SHRINKING SIMPSON EPOXY-TIE (OR EQUAL) 48" O.C. TYP. ALL LOCATIONS 4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & EPOXY NEW STEEL INTO EX. FOUNDATION WITH EMBED 6" MIN W/ NON-SHRINKING SIMPSON EPOXY-TIE (OR EQUAL) TYP. ALL LOCATIONS5. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPOXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT.6. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISENOTED.1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR.2. ALL MORTAR SHALL BE TYPE M OR S.3. ALL GROUT SHALL BE 1800 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8".4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT.DESIGN LOADS:MEMBER SELF-WEIGHT300 LB. VERT. LOAD200 LB. VERT. LOAD1. DEAD LOADS =2. LIVE LOADS a. PRIMARY MEMBERS = b. SECONDARY MEMBERS = c. SCREEN ROOF = d. SOLID ROOF = 20 PSFFOUNDATION DESIGN:NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BYTHE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER CONCRETE SLAB MINIMUM 8"x8" w/(1) #5 BAR TO BE VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.MISCELLANEOUS:1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE NOTED.2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH a.#14 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. b. #12 SCREWS 6" FROM ENDS & 18" CENTER TO CENTER. c. #10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER.3. ROOF BRACING SHALL BE A MINIMUM 2"X3"X.050".4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES.5. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC.6. 1"x2" & 1"x3" NON-STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY.7. DOOR LOCATION MAY BE DETERMINED/ RELOCATED BY CONTRACTOR IN THE FIELD. NOT TO AFFECT DESIGN SPANS AND STRUCTURAL MEMEBRS SHOWN1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.3. THE ENGINEERING ON THESE PLANS IS SITE SPECIFIC FOR (1) STRUCTURE ONLY AT THE PROVIDED ADDRESS(ES).FASTENER SPECIFICATIONS:1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE 410 S.S. TAPCONS OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2. WHERE WOOD DECK IS PRESENT USE 1/4" X 3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED.3. FOR 1"x2" NON-STRUCTURAL MEMBERS ATTACHED TO HOST a. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4" X 2-3/4" TAPCONS 6" FROM ENDS & 24" CENTER TO CENETER. b. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT 6" FROM ENDS & 24" CENTER TO CENETER. c. FOR ALUMINUM APPLICATION USE #10 X 1-1/2" SMS OR TEK 6" FROM ENDS & 24" CENTER TO CENETER.. d. WHERE 1"x2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 6" FROM ENDS & 18" C.C.RESPONSIBILITIES:1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES.2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS.3. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS AS PER MANUFACTURER'S SPECIFICATIONS.4. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE.5. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS & FASTENERS TO MANUFACTURING SPECIFICATIONS.5 PSF2408667 DESIGN CRITERIA:APPLICABLE CODES, REGULATIONS & STANDARDSWIND LOADS120C1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1.2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3:3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VULT = 120 MPH & EXPOSURE = C FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES = HORIZONTAL PRESSURES ON LEEWARD SURFACES = VERTICAL PRESSURES ON SCREEN SURFACES = VERTICAL PRESSURES ON SOLID SURFACES = FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR =28 PSF22 PSF8 PSF23 PSF.88.61. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.3. ASCE 7-16 & SE174. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.5. ACI318 CONCRETE REFERENCE MANUAL.DRAWING INDEXDETAILSDETAILSSHEET NO.S/01S/02S/03S/04S/05PLAN/ ELEVATIONSGENERAL NOTESDETAILSThis item has been digitally signed and sealed by Richard E. Walker, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:DRAWN BY:SHEET:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com03/27/2024DATEDATE02PROJECT NO.PROPOSED MANSARD SCREEN ENCLOSUREWUNDERLICH 2234 OCEANWALK DR WATLANTIC BEACH, FL 32233 2408667 CALL THE SCREEN GUYS1840 MEALY ST S ATLANTIC BEACH, FL 32256MBGEXISTING FOUNDATION SECTION VIEWSODDED GRADE545°612"12"(2) #5 BARCONTINUOUS(25" MIN. LAP)12"x12" MONOLITHIC FOOTING SCALE: NTS4"EXISTING 4" SLAB 3000 PSI W/ FIBERMESHHATCHINDICATESEXIST. STRUCTURENOTE: ALL MAY NOT APPLYHATCH/ SYMBOL LEGEND57'‐0"7'‐2"7'‐2"7'‐1 38"7'‐1 38"7'‐1 38"7'‐1 38"7'‐1 38"7'‐1 38"6'‐0"5'‐0"6'‐0"6'‐0"23'‐0"17'‐0"14'‐2 58"28'‐5 38"14'‐4"57'‐0"10'‐0"10'‐0"19'‐0"25'‐0"2X2 TYP.2X2 TYP.9'‐4 18"2X2 TYP.2X6SMB2X6SMB2X6SMB2X6SMB2X6SMB2X6SMB2X7SMB2X2 TYP.1X2 TYP.1X2 TYP.1X2 TYP.1X2 TYP.1X2 TYP.3X2 PB3X2 PB3X2 PB3X2 PB1X21X2HOST 24" O/H STRUCT. GUTTERHOST 24" O/H STRUCT. GUTTERRESIDENCERESIDENCEHOUSE WALLHOUSE WALL10'‐0"4'‐0"2X8SMB C.B.2X8SMB C.B.2X8SMB C.B.2X8SMB C.B.2X8SMB C.B.4X4 POST4X4 POSTThis item has been digitally signed and sealed by Richard E. Walker, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST S ATLANTIC BEACH, FL 32256WUNDERLICH 2234 OCEANWALK DR WATLANTIC BEACH, FL 32233 MBGDRAWN BY:SHEET:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com03/27/2024DATEDATE03DETAIL "F" - DOOR JAMB & HEADERCONNECTION SCALE: NTSFASTEN TOP OF HEADER TO INTERSECTING2"x2" MEMBER w/(2) #10 SMS w/1"PENETRATION INTO SCREW BOSS OF2"x2" MEMBER - TYP. BOTH SIDES2"x2" DOOR JAMBFASTEN HEADER w/(2) #10x3"INTO SCREW BOSS OF HEADERATTACH BASE PLATE TO 2"x2"w/(2) #10x3" SMS INTO SCREWBOSS OF BASE PLATEALTERNATE BASE PLATE CONNECTIONATTACH 2"x2" TO BASE PLATE(INTERNAL) w/(2) #10x2" SMSALTERNATE HEADER CONNECTIONWHEN Z-BAR IS USED - FASTENZ-BAR TO COL/HEADER AT EACHCORNER AND 18" O/C1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OFCOLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTINGDETAIL "D" - ROOF BRACING CONNECTION SCALE: NTSPURLIN0.0625" 6063-T6 FLAT PLATEw/(8) #10x.75" SMS, MIN. .5"EDGE DISTANCE, PLATE MAY BEFASTENED INTERNALLY TO BRACE(2) #10x3" SMS INTO SCREWBOSSES FOR EDGE MEMBEREDGE MEMBEROR PURLINBRACEEDGE MEMBEROR PURLININSTALL BRACETO CORNERBEAM(2) #10x2"INTO BEAMDETAIL "G" - SLOPED PURLINCONNECTION SCALE: NTS2"x2"x.063" - DIM. TO MATCH PURLINSIZE RECEIVING CHANNEL(2) #12 SMS INTERNAL TO EAVE RAIL (3) #12 EACH SIDE INTO PURLINUPRIGHTEAVE RAIL - SEE PLANEXTRUSION1x2 OPEN BACKEXTRUSION(2) #10x2" SMS THRU 1x2 INTOEAVE RAIL EACH SIDE OF COLUMNPURLINDETAIL "C" - GIRT OR PURLIN TO BEAMOR POST DETAIL SCALE: NTSALUMINUM INTERNAL OR EXTERNALRECEIVING CHANNEL w/(4) #10x.75"INTO GIRT OR PURLIN & (2) #14x.75"INTO BEAM OR UPRIGHT 0.062 ANGLECLIPS MAYBE USEDUPRIGHT, BEAM-SNAP,SELF MATING, OR HOLLOWPURLINMEMBER(4) #10x1-1/2" SMS INTOSCREW BOSSESDETAIL "J" FOOTINGS SCALE: NTSFOOTING 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 CONCRETEIN CONTACT WITH THE EARTH.3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 605. MINIMUM REBAR LAP SPLICE (40d) d= DIAMETER OF REBAR6. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TOCITY / CO. REQUIREMENTS7. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION8. SEE GENERAL NOTES SHEET/01 FOR TYING INTO EXISTINGFOUNDATIONS9. SEE GENERAL NOTES SHEET/01 FOR ADDITIONAL CONCRETEINFORMATION & SPECS.8"8"SODDED GRADE545°6NEW 4" SLAB 3000 PSI W/ FIBERMESH4"8"x8" MONOLITHIC FOOTINGALUMINUM ENLCOSUREPOST/ UPRIGHT(1) #5 OR (2) #3REBAR CONTINUOUS2" REVEAL TYP.MIN.12"12"SODDED GRADE5OPTIONAL BRICK PAVER DECK12"x12" RIBBON FOOTING(2) #5 OR (3) #3REBAR CONTINUOUSALUMINUM ENLCOSUREPOST/ UPRIGHT2" REVEAL TYP.TABLE "D"1"x2" FASTEN TO COL. (INTERNAL)w/(2) #10x1-1/2" SMS, FASTEN TOEAVE RAILS ABOVE w/#10 1-1/2" SMS24" O.C. AND 6" WITHIN COL.BEAM PER PLANNOTCHED TO RECEIVECOLUMN WITHINSMS, (EACH SIDE)QTY/ SIZE PER TABLE "D"NOTCH PROFILE MAY VARYTO PERMIT CORRECT # SMSCOLUMN PER PLANMAINTAIN MIN, OF 5/8" SEPERATIONFROM EDGE OF BEAM SMS O.C.BEAM PER PLAN(SLOPED OR FLAT)DETAIL "E" - UPRIGHT TO BEAMCONNECTION SCALE: NTSNOTES: 1. FOR MOMENT CONNECTION SEE DETAIL "K" TABLE "B-1"2 x 62 x 52 x 32 x 42 x 72 x 82 x 92 x 10BEAMQTY/ SIZE EACH SIDE(6)/ #10(8)/ #10(8)/ #10(9)/ #10(11)/ #10(12)/ #12(14)/ #12(14)/ #12PROJECT NO. 2408667 DETAIL "B" - 2"x4" OR LARGER SELF MATINGUPRIGHT TO DECK DETAILS SCALE: NTS6"FRONT VIEW1"x2" BASE PLATE ANCHOREDTO CONC w/ 1/4" MASONRYANCHOR 6" MAX EACH SIDEOF POST AND 24" O.C. MAX1-1/4" CONC. EMBEDMENT TYP.3000 PSI CONC. SLAB/ FTG.6x6 -10x10 W.W.M. OR FIBERMESHSIDE VIEW1/8"x2"x2"x ANGLE5032 H-32 ANGLESELF-MATING ORSNAP SECTION TYP.2" REVEAL TYP.1"x2" O.B. BASE PLATE-TYP.1-1/4" MIN. CONC.ANCHOR EMBEDMENT@ 1"x2" O.B. LOCATION TYP.3000 PSI CONC. SLAB/ FTG.6x6 -10x10 W.W.M. OR FIBERMESH2" MIN. (SEE NOTES)2-1/4" MIN. CONC.ANCHOR EMBEDMENT@ SECONDARY ANGLE(2) - #12 SMS INTO COLUMNEA. ANGLE - EA. SIDE OF COL.(SEE TABLE "B-2" ABOVE)(2) - #12 SMS INTO COLUMNEA. ANGLE - EA. SIDE OF COL.(SEE TABLE "B-2" ABOVE)2 x 42 x 52 x 62 x 72 x 82 x 92 x 10UPRIGHTSIZE(2) #12 S.M.S(2) 1/4" TAPCON(2) 1/4" TAPCON(3) 1/4" TAPCON(3) 1/4" TAPCON(4) 1/4" TAPCON(4) 1/4" TAPCON(5) 1/4" TAPCON1/4" TAPCON(RED HEAD MFG. OR EQUAL)2 @ 1x2 BASE (TYP.)2 @ SLAB (BEYOND)SEE TABLE "B-2"NOTES: 1. WHERE PAVERS ARE PRESENT USE 3/8" DIA. x5"-7" LDT TO PENETRATE UNDERLYINGCONCRETE FOOTING 2-1/4" (MIN.)2. CONTRACTOR MAY UTILIZE EQUIVALENTANCHORS IN LIEU OF TAPCONS3. SPACING OF TAPCONS/ MASONRYANCHORS PER MFG.1/4" DIA. TAPCON MIN. 2" SPACING3/8" DIA. LDT's MIN. 3" SPACINGTABLE "B-2" NOTES(4) #12 S.M.S(5) #12 S.M.S(6) #12 S.M.S(7) #12 S.M.S(8) #12 S.M.S(9) #12 S.M.SMIN. NUMBER OF TAPCONS INTO CONCRETE EA. SIDE TYP.# 12 X 3/4" S.M.S. INTO UPRIGHTEA. SIDE TYP.TABLE "B-2" 2"x4" OR LARGER SELF MATINGUPRIGHT TO DECK DETAIL SPECFIFCATIONSThis item has been digitally signed and sealed by Richard E. Walker, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST S ATLANTIC BEACH, FL 32256WUNDERLICH 2234 OCEANWALK DR WATLANTIC BEACH, FL 32233 MBGDRAWN BY:SHEET:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com03/27/2024DATEDATE04SMBGIRTSMBGUTTERBRACEGUTTERBRACETOP VIEWSIDE VIEW(2) #14 WOOD SCREWSINTO FASCIAGIRTSTRUCTURAL GUTTERGIRTSTRUCTURAL GUTTER(2) #12 SMSGIRTFASCIADETAIL "L" CORNER CONNECTIONSCALE: NTSGUTTERBRACEGUTTERBRACEDETAIL "M" BEAM & PURLIN TO GUTTERCONNECTION SCALE: NTSFASTEN INSIDE CORNER(BEAM TO PURLIN)w/ 1/8"x2"x2" ANGLEw/(2) #12 SMSINTO EA. MEMBER(BEAM & PURLIN).050" GUTTER STIFFNERFASTEN TO FASCIA w(2)#12x2" WOOD SCREWFASTEN TO GUTTER w(2)#12 SMSFFFFFFFFDETAIL "K" GUSSET CONNECTION SCALE: NTS3/16"-5052-H32 GUSSETINTERNAL OR EXTERNAL2 x 10 SMB ILLUSTRATEDBEAMEXISTING HOST STRUCTURE(DESIGNED BY OTHERS)GUTTERBRACESIDE VIEWTOP VIEWDETAIL "H" BEAM TO GUTTERCONNECTION SCALE: NTS 2"x2"x1/8" ANGLEw/(2) #12 SMSEACH LEGCLOSE BOTTOM OFBEAM WHEN TRIMMED.044 RECEIVING CHANNEL,FASTEN w/(2) #12 SMSEACH SIDE OF BEAMFOR BEAM OVER 2x5.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTERINTERNALLY w/(2) #12 SMSALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTOBEAM & (2) #12 SMS INTO STRUCTURAL GUTTER(2) #14 WOOD SCREWS @ 1"SPACING @ EACH GUTTER BRACKET& (1) @ 18" O.C. MAX.MIN. EMBEDMENT SHALL BE 2"OPTIONAL GIRT2x2x1/8" ANGLEEA. SIDE OF BEAMw/(2) #12 SMSEACH LEG EACH SIDEFASTEN GUTTER TOFASCIA w/ #14x2"WOOD SCREW 18" O.C.(2) #12 SMSSTRUCTURALGUTTERFASCIA (2"x6" MIN. EXISTING)#10 SMS WITHIN 6"& @ 24" O.C. MAX.1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET(THICKNESS OF LEG @ WOOD SCREW SHALL BE0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)@ EACH BEAM w/(2) #12x3/4" SMS @ 1" SPACINGINTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALLGUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION.(2) #12 SMSDETAIL "I-2" CABLE CONNECTIONAT CORNER SCALE: NTS(9) #14x3/4" SMS1/8" PLATE ON 45° ANGLEOR 1/8"x2"x2" ANGLE w/(4)#12 SMS INTO EACHINTERSECTING MEMBERPERIMETERFRAMINGEYEBOLT FORCABLE TENSION1/8" STAINLESS STEELBRAIDED CABLE40° MIN.60° MAX.40° MIN.60° MAX.DETAIL "I-1" CABLE CONNECTIONAT FOUNDATION SCALE: NTS1/8" STAINLESS STEELBRAIDED CABLE1/8" STAINLESS STEELBRAIDED CABLE3/8" DIA x 3" EMBEDCONC. SCREW ANCHOR(TAPCON OR EQUAL)40° MIN.60° MAX.1/8" STAINLESS STEELBRAIDED CABLE3" A.S.T.M. A-36 STEEL CLIPWITH (2) 3/8"x3" SLEEVE ANCHORSFOR PAVERS (2) 1/4"x6" TAPCONSTHRU PAVERS INTO FOOTINGNOTE FINSTALL FASTENERS ALONG PERIMETER OF GUSSET-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERSMAY BE STAGGERED TO INSURE PROPERQUANTITY PER TABLE B-1FASTENER PATTERN MAY APPEAR DIFFERENTFROM ILLUSTRATION.MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM BEAM JOINT OR EDGE OF BEAM LAPFASTENERS MAY BE EVENLY SPACED AROUND EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.FASTENERS MAY BE STAGGERED TO INSUREPROPER QUANTITY PER TABLE B-1GIRT FASTENED INTERNALLY AT EACH ENDw/ #10x1.5" EACH SCREW GROOVE. FASTENTO BEAM w/ 2"x2""x1/8" ANGLE (2) #12 SMSINTO BEAM & (2) #10x1.5 THRU ANGLE INTOGUTTER WHERE NO GIRT IS PRESENT, ATTACHANGLE DIRECTLY TO GUTTERWHEN BEAM & PURLINHIT ON CORNER -FASTEN OUTSIDE OFBEAM & PURLINw/ 1/8"x2"x2" ANGLE& (4) #12 SMS EACH LEG(2) #14x2"WOOD SCREW@ 1" SPACING1.5"x5.5" ALUM. STRAPw/(2) 1/4" DIA. x 3"MASONRY ANCHOR(TAPCON OR EQUAL)3000 PSI CONC.6x6 -10x10 W.W.M. OR FIBERMESH3000 PSI CONC.6x6 -10x10 W.W.M. OR FIBERMESH3000 PSI CONC.6x6 -10x10 W.W.M. OR FIBERMESHBEAMSIZECOL. TO BEAM QTY SMS/SIDE OF COL.BEAM TO BEAMQTY SMS/EA. FACE/SIDETABLE B-12 x 42 x 52 x 62 x 72 x 82 x 92 x 10(8) #10(23) #12(21) #12(15) #10(11) #10(13) #10(13) #10(15) #10(22) #12(21) #12(8) #10(13) #12(13) #10(15) #122"x2"x1/8" ANGLE w/(2)#10 SMS EA. LEG1/8"x2"x4" STRAP(2) #10 SMS INTO BEAM(2) #10 SMS INTO GUTTER(2) GUTTER BRACESEACH w/(2) #10 SMSINTO GUTTER & (2) #14WOOD SCREWS INTO FASCIA1/8"x2"x4" STRAP(2) #10 SMS INTO BEAM(2) #10 SMS INTO GUTTER(2) #10 SMS2"x2"x1/8" ANGLE w/(2)#10 SMS EA. LEGPROJECT NO. 2408667 This item has been digitally signed and sealed by Richard E. Walker, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST S ATLANTIC BEACH, FL 32256WUNDERLICH 2234 OCEANWALK DR WATLANTIC BEACH, FL 32233 MBGDRAWN BY:SHEET:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com03/27/2024DATEDATE05EXISTING HOST STRUCTURE(DESIGNED BY OTHERS)2"x2" PERIMETERCLOSE TOP OFBEAM WHEN TRIMMED.044 RECEIVING CHANNEL,FASTEN w/#12 SMSEACH SIDE OF BEAMSIDE VIEW1/8"x2"x2" x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED W/ (4) #12x5/8" SMS TO BEAM (4) #12x5/8" SMS @ 3/4" SPACING TO GUTTER.WHERE GIRT PRESENT USE 1/8"x2"x2" ANGLE OVER GIRT AND CUT TO FIT BEOW GIRT.FASTEN EACH LEG W/ (2) #12x5/8" SMSSEE DETAIL "H"FOR GUTTER STIFFNER SPECS.1/8"x2"x2" x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED W/ (4) #12x5/8" SMS TO BEAM(2) 1/4" TAPCON INTO HOUSE WALL2-1/4" EMBEDMENT MIN. ALTERNATELYRECEIVER CHANNEL MAY BE USED INLIEU OF 1/8" ANGLE EA. SIDE2" (MIN.)BEAM TO GUTTER/HOST CONNECTIONDETAIL SCALE: NTSBEAM PER PLANNOTES:1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM 2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE.2. WHERE 4x4 POST HAVE 1/2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL), PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM 3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN 2-1/2" SITE SPECIFIC SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION W/ 3000 PSI GORUT.TOP VIEW2-1/2" FROM EDGEOF SLAB/ FTG.FRONT VIEW3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH4"x4" POST(SEE PAGE-2FOR SIZE)2" REVEAL4"x4" POST CONNECTION DETAILSCALE: N.T.S.(2) 2"X2"X1/8" ANGLE EA. SIDE W/(4) - #12x 1" TEK INTO COL. EA. ANGLE(1) 3/8" Ø LDT 410 S.S. EA. ANGLE w/(MIN. 2-1/2" EDGE DISTANCE)(MIN. 3" SPACING)(MIN. 3-1/2" EMBEDMENT)(2) 2"X2"X1/8" ANGLE EA. SIDE W/(4) - #12x 1" TEK INTO COL. EA. ANGLE(1) 3/8" Ø LDT 410 S.S. EA. ANGLE w/(MIN. 2-1/2" EDGE DISTANCE)(MIN. 3" SPACING)(MIN. 3-1/2" EMBEDMENT)1"x2" BASE PLATE ANCHOREDTO CONC w/ 1/4" MASONRYANCHOR 6" MAX EACH SIDEOF POST AND 18" O.C. MAX1-1/4" CONC. EMBEDMENT TYP.COLUMN PER PLAN(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS1/8"x2"x2"x3-3/4"(LENGTH) ANGLE(INTERNAL)3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH3-3/4" FROM EDGEOF SLAB/ FTG.(3) 1/4" DIA. MACHINEBOLTS w/ WASHERSTOP VIEWFRONT VIEW4"x4" POST CONNECTION DETAIL(INTERNAL BASE) SCALE: NTSMAY USE (4) #14x1" TEKEA. SIDE OF POSTIN LIEU OF THRUBOLTS1"x2" BASE PLATE ANCHOREDTO CONC w/ 1/4" MASONRYANCHOR 4" MAX EACH SIDEOF POST AND 18" O.C. MAX1-1/4" CONC. EMBEDMENT TYP.(INTERNAL BASE) NOTE:1/2"3"1/2"(4) 3/8" Ø LDT 410 S.S. w/(MIN. 2-1/2" EDGE DISTANCE)(MIN. 3" SPACING)(MIN. 3-1/2" EMBEDMENT)(4) 3/8" Ø LDT 410 S.S. w/(MIN. 2-1/2" EDGE DISTANCE)(MIN. 3" SPACING)(MIN. 3-1/2" EMBEDMENT)POSTCARRIER BEAMVARIES2" FOR SINGLEHORIZONTAL BEAM4" FOR DOUBLEHORIZONTALBEAM OR 4"x4"6" FOR TRIPLEHORIZONTAL BEAM OR 6X62"x2"x0.125"RECEIVING CHANNELOR ANGLE EACH SIDECARRIER BEAM TO POST CONNECTION DETAIL SCALE: NTS(3) 3/8" DIA. MACHINE BOLTSw/ WASHERS THRUCARRIER BEAM & POSTNOTES: 1. FOR DOUBLE BEAM TO HOST, UPRIGHT ORDECK USE SIMIALR CONNECTION DETAILS ASSHOWN SHEETS 3-5.2. FOR DOUBLE OR TRIPLE CARRIER BEAM,OUTSIDE BEAM WEBS SHALL OVERLAP 4x4 POSTOR NOTCH POST AS BELOW FOR 6x6 POST. ALLCASES, CONNECT USING MACHINE BOLTSDESCRIBED BELOW.(2) 2"x__ SMB OR REC. TUBE(SEE SHEET/02 FOR SIZE)(2) #14x1 SMS FOR SMB(2) #14x2.5" SMS FOR REC. TUBE@ 4" FROM ENDS 12" O.C. STAGERED ROWSBEAM WEB1"x2" MEMBERFOR SCREENINGHORIZONTAL BEAMON ITS SIDE(IF REQUIRED)POSTCARRIER BEAMTOP VIEWFRONT VIEWPOSTCARRIER BEAMCORNER CARRIER BEAM CONNECTION DETAIL SCALE: NTS(3) 3/8" DIA. MACHINE BOLTSw/ WASHERS THRUCARRIER BEAM & POST(3) 3/8" DIA. MACHINE BOLTSw/ WASHERS THRUCARRIER BEAM & POST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & CHANNEL(3) 3/8" DIA. MACHINE BOLTSw/ WASHERS THRUCARRIER BEAM & CHANNELCARRIER BEAMROOF BEAM (SLOPED OR FLAT)(NOTE USE SIMILAR DETAIL FORNOTCHED UPRIGHT CONNECTIONTO CARRIER BEAM2"x2"x0.125" ANGLEEACH SIDE TYP.3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE)3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE)OPTIONAL 1"x2" MEMBERFOR SCREENINGROOF BEAM TO CARRIER BEAMCONNECTION DETAIL SCALE: NTS#10x1-1/2" SMS @ 6"FROM ENDS 18" O.C. MAX CONNECTING1"x2" TO POST2X102X92X82X72X62X52X4(7) #14(6) #14(5) #12(5) #12 (4) #12(8) #14(9) #14BEAM SIZEROOF BEAM TO C.B. W/2"X2"X1/8" ANGLE TABLEQUANTITY/SIZE SMSOPTIONAL 2"x2" FASTENED TO CARRIER BEAM w/(2) #10x1-1/2" SMS INTOSCREW BOSSES EACH END(6) #14x0.75" SMSEACH SIDE(12) #14x0.75" SMS2 ROWS OF (6) FORRECEIVING CHANNELOR (6) EACH ANGLEPROJECT NO. 2408667 This item has been digitally signed and sealed by Richard E. Walker, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.