Structural PlanREVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:DRAWN BY:SHEET:01CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com11/13/2025DATEDATEPROJECT NO. 2531572 THE SCREEN DEPOT INC 1500 SW 30 TH AVE SUITE #1BOYNTON BEACH FL 33426LEVIN 9 CAMBRIDGE DRBOYNTON BEACH FLORIDA, 33436JDGALUMINUM SPECIFICATIONS: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"FOUNDATION DESIGN:CONCRETE 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. g.) CONCRETE SLABS SHALL BE PLACED OVER A 6 MIL. POLYETHYLENE VAPOR BARRIER.2. WHEN 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 OTHERWISE NOTED.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.OPEN BACK SECTIONSSNAP SECTIONS1 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"1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE NOTED.2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH EITHER #12-14 X 1” SMS 6" FROM ENDS & 24" o/c3. ROOF BRACING SHALL BE A MINIMUM 2" X 3" 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" X 2" & 1" X 3" ARE 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 MEMBERS SHOWNHOLLOW SECTIONSDETAIL "A" MEMBER DIMENSIONS:MISCELLANEOUS:1. 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:RESPONSIBILITIES: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" X 2" 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 CENTER. 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" X 2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 6" FROM ENDS & 18" C.C.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 MANUFACTURER'S 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 MANUFACTURER'S SPECIFICATIONS.6. METAL WITHIN 5FT OF THE WATERS EDGE REQUIRE A CONTINIOUS BOND PER NEC NFPA 70: NATIONAL ELECTRIC CODE 680.43(D)(4): ALL METAL SURFACES THAT ARE WITHIN 1.5M (5FT) OF THE INSIDE WALLS OF THE SPA OR HOT TUB AND THAT ARE NOT SEPERATED FROM THE SPA OR HOT TUB AREA BY A PERMANENT BARRIER SHALL BE BONDED TOGETHER.APPLICABLE CODES, REGULATIONS & STANDARDS:DESIGN CRITERIA:WIND LOADS:C1. THE 2023 FLORIDA BUILDING CODE 8TH EDITION, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CH. 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 7-22 & SEI 74. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.5. ACI318 CONCRETE REFERENCE MANUAL.1601. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY: I2. 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 = 160 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 =.88.643 PSF34 PSF13 PSF44 PSF1. EXISTING 4" SLAB 3000 PSI W/ FIBERMESH SHALL BE PROVIDED IN SOUND CONDITION, VISIBLY FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION.2. ALL CONCRETE & FOUNDATIONS ATTACHED TO THE HOST STRUCTURE SHALL HAVE A PRE INSPECTION.DRAWING INDEXDETAILSSHEET NO.S/01S/02S/03S/04PLAN/ ELEVATIONSGENERAL NOTESDETAILSDESIGN 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 PSF 5 PSFALL MAY NOT APPLYDETAILSS/05This 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.APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionJune 12, 2026Project #: ___________________________2026.04.2311
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.comDATEDATE02PROJECT NO.11/13/2025LEVIN 9 CAMBRIDGE DRBOYNTON BEACH FLORIDA, 334362531572 THE SCREEN DEPOT INC 1500 SW 30 TH AVE SUITE #1BOYNTON BEACH FL 33426JDGHATCHINDICATESEXIST. STRUCTUREHATCH/ SYMBOL LEGENDNOTE: ALL MAY NOT APPLYPROPOSED MANSARD SCREEN ENCLOSUREPLAN/ ELEVATIONS SCALE: NTSFOUNDATION NOTES:EXISTING 4" SLAB 3000 PSI CONCRETE (MIN.)RESIDENCERESIDENCEHOST 12" O/H (FASCIA MOUNT)RESIDENCEHOST 12" O/H (FASCIA MOUNT)6'-0"10'-0"EXISTING APPROVED BLOCK WALL1X2 (TYP.)1X2+2X22X2 (TYP.)2X4 SMB2X4 SMB2X4 SMB2X4 SMB2X4 SMB4'-0" MAX10'-0"10'-0"1X21X21X2 (TYP.)1X2 (TYP.)2X2 (TYP.)1X2+2X21X2+2X21X21X2HOUSE WALLHOUSE WALLEXISTING APPROVED BLOCK WALL3" X .024" X 1LBCOMPOSITE PANELS3003-H1541/4"-1' SLOPE (MIN.)(FL.# 7561.1-R7)4'-8 14"4'-8 14"4'-8 14"4'-8 14"10'-0"18'-9"2X310'-0"10'-0"HOUSE WALLHOUSE WALLVIEW "A-A"VIEW "A-A"4X6X.125 X 10'-0"18'-9"4X6X.125 X 10'-0"10'-0"2X2 (TYP.)2X2 DJDJ2X4 SMB2X4 SMB9'-7"5'-2 12"4'-9 12"5'-2 12"4'-9 12"2X4 SMB2X3This 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.APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionJune 12, 2026Project #: ___________________________2026.04.2311
REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:THE SCREEN DEPOT INC 1500 SW 30 TH AVE SUITE #1BOYNTON BEACH FL 33426LEVIN 9 CAMBRIDGE DRBOYNTON BEACH FLORIDA, 33436JDGDRAWN BY:SHEET:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com11/13/2025DATEDATE03PROJECT NO. 2531572 DETAIL "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/CDETAIL "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 BOSSESTABLE "D"2 x 62 x 52 x 32 x 42 x 72 x 82 x 92 x 10BEAMQTY/ SIZE EACH SIDE(9)/ #14(4)/ #12(9)/ #14(8)/ #14(7)/ #12(5)/ #12(5)/ #12(6)/ #121"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"DETAIL "B" - 2"x4" OR LARGER SELF MATINGUPRIGHT TO DECK DETAILS SCALE: NTS6"FRONT VIEW3000 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.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. x 5"-7"LDT TO PENETRATE UNDERLYING CONCRETEFOOTING 2-1/4" (MIN.)2. CONTRACTOR MAY UTILIZE EQUIVALENT ANCHORSIN LIEU OF TAPCONS3. SPACING OF TAPCONS/ MASONRY ANCHORS PERMFG.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 SPECFIFCATIONS1"x2" BASE PLATE ANCHOREDTO CONC w/ 1/4" MASONRYANCHOR 6" MAX EACH SIDEOF POST AND 24" O.C. MAX1-3/4" CONC. EMBEDMENT TYP.1-3/4" MIN. CONC.ANCHOR EMBEDMENT@ 1"x2" O.B. LOCATION TYP.1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OFCOLUMN 1-3/4" PENETRATION INTO UNDERLYING FOOTINGThis 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.APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionJune 12, 2026Project #: ___________________________2026.04.2311
REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:THE SCREEN DEPOT INC 1500 SW 30 TH AVE SUITE #1BOYNTON BEACH FL 33426LEVIN 9 CAMBRIDGE DRBOYNTON BEACH FLORIDA, 33436JDGDRAWN BY:SHEET:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com11/13/2025DATEDATE04PROJECT NO. 2531572 SMBGIRTSMBGUTTERBRACEGUTTERBRACETOP VIEWSIDE VIEW(2) #12 SMSGIRTGIRT(2) GUTTER BRACESEACH w/(2) #12 SMSINTO GUTTER & (2) #14WOOD SCREWS INTO FASCIA2"x2"x1/8" ANGLE w/(2)#12 SMS EA. LEG1/8"x2"x4" STRAP(2) #12 SMS INTO BEAM(2) #12 SMS INTO GUTTERSTRUCTURAL 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)BEAMEXISTING HOST STRUCTURE(DESIGNED BY OTHERS)GUTTERBRACESIDE VIEWTOP VIEWDETAIL "H" BEAM TO GUTTERCONNECTION SCALE: NTS 2"x2"x1/8" ANGLEw/(2) #12 SMSEACH LEGFOR 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 GIRTFASTEN 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" SMSPERIMETERFRAMING40° 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 FOOTINGGIRT 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 FIBERMESHFFFFFFFFDETAIL "K" GUSSET CONNECTION SCALE: NTS3/16"-5052-H32 GUSSETINTERNAL OR EXTERNAL2 x 10 SMB ILLUSTRATEDBEAMSIZECOL. 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(16) #14(14) #14(12) #12(10) #12(7) #12(5) #12(5) #12 (9) #12(9) #12(9) #12(10) #12(14) #12(14) #14(15) #14NOTE 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-1BEAM SIZE x2 EXAMPLE: FOR 2x5 USE 10"X3/16" PLATECLOSE BOTTOM OFBEAM WHEN TRIMMED.044 RECEIVING CHANNEL,FASTEN w/(2) #10 SMSEACH SIDE OF BEAM(NO MORE THAN 6" MAYBE TRIMMED HORIZONTALLY).050" GUTTER STIFFNERFASTEN TO FASCIA w(2)#14x2" WOOD SCREWFASTEN TO GUTTER w(2)#12 SMS3/8" DIA. ADJUSTABLE EYEBOLT FOR CABLE TENSION1/8" DIA. STAINLESS STEELBRAIDED CABLE1/8" PLATE ON 45° ANGLE w/(9) #14x3/4" SMS OR 1/8"x2"x2" ANGLE w/(4) #12 SMS INTO EACHINTERSECTING MEMBER(2) #14x2"WOOD SCREW@ 1" SPACING2x2x1/8" ANGLE w/(2) #12 SMS EACH LEG EACH SIDE TYP.2x2x1/8" ANGLE w/(2) #12 SMS EACH LEG EACH SIDE TYP.STRUCTURAL GUTTER1/8"x2"x4" FLAT STRAP(2) #12 SMS INTO BEAM(2) #12 SMS INTO GUTTERThis 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.APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionJune 12, 2026Project #: ___________________________2026.04.2311
REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:THE SCREEN DEPOT INC 1500 SW 30 TH AVE SUITE #1BOYNTON BEACH FL 33426LEVIN 9 CAMBRIDGE DRBOYNTON BEACH FLORIDA, 33436JDGDRAWN BY:SHEET:CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.com11/13/2025DATEDATE05PROJECT NO. 2531572 HOSTSIDE VIEWGIRT FASTENED INTERNALLY AT EACH END w/ #10x1.5" EACH SCREW GROOVE2"x2"x0.062"RECEIVING CHANNEL W/ (2) #10x3/4" EA SIDE TOCOVER EXPOSED BEAM(NO MORE THAN 6" MAYBE TRIMMED HORIZONTALLY)ROOF BEAM(SLOPED OR FLAT)2"x2"x1/8" ANGLE W/(4) #12 X 9/16" TO BEAM (1) 1/4" DIA. X 2-1/4" KWIKSET THRU ANGLE TO WALLEACH SIDE TYP.2"x2"x1/8" ANGLE w/(4) #12 X 9/16" TO BEAM(1) 1/4" DIA. X 3-1/2" KWIKSETTHRU ANGLE TO WALLEACH SIDE TYP.NOTES:1. FOR 2X9 AND 2X10 USE #14 INTO BEAM & (2) 1/4" KWIKSET THRU ANGLE BELOW GIRT INTO HOST 2-1/4" MINIMUM.2. FOR WOOD APPLICATION USE:1/4" X DIA. X 3" GALV. LAGIN LIEU OF MASONRY ANCHORS.ROOF BEAM CONNECTION - MASONRY/ WOOD HOSTDETAIL SCALE: N.T.S.HOST WALLTOPVIEW(2) 2" x 3" x 1/8" x 4" LONG ANGLE W/(5) #14 TEK PER LEG(10) TOTAL PER CONNECTION4"x6"x1/4" REC. TUBE(2) 2" x 3" x 1/8" x 4" LONG ANGLE W/(2) 3/8" LDT'S PER ANGLE LEG2-1/4" EMBEDMENT INTO GROUT FILLED C.M.U.(4) TOTAL PER CONNECTION4"x6" BEAM TO MASONRY WALLCONNECTION SCALE: N.T.S.ROOF PER PLANCOVER END OF PANELROOF PANEL TO CARRIER BEAM CONNECTION SCALE: N.T.S.SIDE VIEW#14x4",5" or 7" S.M.S. w/ 1-1/4" Ø FENDER WASHER &NEO-PRENE GASKET @ 12" O.C.4X6X.125 MEGA VIEW BEAMHOST STRUCTUREMASONRY OR WOOD1/4" Ø x 2-1/2" LONG WOOD LAG SCREW OR1/4" Ø x 2-1/4" LONG MASONRY ANCHORS@ 24" O.C. MAX.EXISTING RAFTEROR TRUSS(1) 1/4" Ø x 2" LAG SCREW @ 24" O.C.ENTIRE LENGTH OF RECEIVING CHANNELEXTRUDED OR BRAKE-FORMED ROOF HEADEROR RECEIVING CHANNEL (0.044" MIN. THICKNESS)WITH MIN. 1-1/2" BEARING LEG.SECURE FASCIA TO EACH RAFTER TAIL W/ (1) 1/4" Ø x 4" LONG PAN HEAD LAG SCREWSBEFORE ATTACHING REC. CHANNELROOF PANEL ATTACHMENT - WOOD FRAMESCALE: N.T.S.ROOF PANEL ATTACHMENT - MASONRYSCALE: N.T.S..024 FLASHING SEALED TOWALL (TYP.)#14x1/2" S.M.S. W/ INTEGRAL 3/4"ØWASHER AND NEOPRENE GASKET@ 12" O.C., TOP & BOTTOM(3) PER PAN FOR PANS#14x1/2" S.M.S. W/ INTEGRAL 3/4"Ø WASHER AND NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM.IF CLEARANCE PROHIBITS INSTALLATION OF TOPFASTENERS USE #14x4" S.M.S. W/ 1-1/4" Ø FENDERWASHER AND NEOPRENE GASKET @ 12" O.C.(3) PER PAN FOR PANSEXTRUDED OR BRAKE-FORMED ROOF HEADEROR RECEIVING CHANNEL (0.044" MIN. THICKNESS)WITH MIN. 1-1/2" BEARING LEG.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.APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionJune 12, 2026Project #: ___________________________2026.04.2311