Loading...
HomeMy WebLinkAboutEngineeringDESIGN CRITERIA: No APPLICABLE CODES, REGULATIONS & STANDARDS _ ALUMINUM SPECIFICATIONS ALUMINUM MEMBERS DIMENSIONS CD 1. THE 2017 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS uj STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD. OTHERWISE NOTED. HOLLOW SECTIONS a 2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 2 x 2: 2" x 2" x 0.050" PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY # 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. 2 x 3: 2" x 3" x 0.050" N THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED. 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 2 x 4: 2" x 4" x 0.050" 3. ASCE 7-10 & SE17 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS 2 x 5: 2" x 5" x 0.050" a 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 My 5. ACI318 CONCRETE REFRENCE MANUAL. INCHES. OPEN BACK SECTIONS 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN 1 x 2: 1"x 2" x 0.044" WIND SPEEDS EXCEED 75 MPH PER FBC. 1 x 3: 1" x 3" x 0.045" WIND LOADS 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS U 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE APPROVED BY FLORIDA ENGINEERING LLC. SNAP SECTIONS J - 1604.5: RISK CATEGORY 1. 5. 1 "X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED 2 x 2 SNAP: 2" x 2" x 0.045" 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS INTERCHANGEABLY. 2 x 3 SNAP: 2" x 3" x 0.050"00 r N REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 2 x 4 SNAP: 2" x 4" x 0.045" J `-{O Lo a 1609.3.1 EQUIVALENT BASIC WIND SPEED: 150 J f p cl MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: D FASTENER SPECIFICATIONS SELF MATING (SMB) M 3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) 1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER 2 x 4 SMB: 2" x 4" x 0.046" x 0.100" ry VULT = 150 MPH & EXPOSURE = D - ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS 2x5SMB:2"x5"x0.050"x0.116" z Q � LL OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" z < C: O a FOR 20 X 20 X 0.013" MESH SCREEN 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, 2 x 7 SMB: 2" x 7" x 0.055" x 0.120" - U L HORIZONTAL PRESSURES ON WINDWARD SURFACES = 51 PSF FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 2 x 8 SMB: 2" x 8" x 0.072" x 0.224" C:) U HORIZONTAL PRESSURES ON LEEWARD SURFACES = 40 PSF 3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" GALV. LAG 2 x 9 SMB: 2" x 9" x 0.072" x 0.224" -� W � VERTICAL PRESSURES ON SCREEN SURFACES = 14 PSF SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE 2 x 9 H SMB: 2" x 9" x 0.082" x 0.306' ( ) - -11. � � VERTICAL PRESSURES ON SOLID SURFACES = 42 PSF SPECIFIED. "X2" 2 x 10 SMB: 2" x l0" x 0.092" x 0.374" W i 4. 1 NON STRUCTURAL MEMBERS ATTACHED TO HOST z FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = 88 A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED DETAIL A W N FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = •6 1 /4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS rr RR c B. FOR WOOD APPLICATION USE # 14 X 2-3/4" WOOD SCREW AT V - C I- ^ 24" O.C. AND 6" FROM ENDS. G FOUNDATION DESIGN C. FOR ALUMINUM APPLICATION USE # 10 X 1-1 /2" SMS OR TEK FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING SCREW AT 24" O.C. AND 6" FROM ENDS ui or 0') OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW" G Q c Q CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS = SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING Q & OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER �- U CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY MASONRY SPECIFICATIONS CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD � ry c j DESIGN MINIMUM REQUIREMENTS. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED O O L0 ON TYPE M OR S MORTAR. _J r 0 ON 2. ALL MORTAR SHALL BE TYPE M OR S. c:)3. SPECIFICATIONS ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE N THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN 4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE REINFORCEMENT WHEN GROUT POUR EXCEEDS 5-0" IN Q REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE HEIGHT. z APPLICABLE: a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE - U FOLLOWING COMPONENTS: MISCELLANEOUS LU i. PORTLAND CEMENT TYPE 1 - ASTM C 150 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL -� ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC 0 iii. AIR ENTRAINING +/- 1 %- ASTM C 260 R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. cl� iv. WATER REDUCING AGENT - ASTM C 494 2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A v. CLEAN PORTABLE WATER MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. vi. OTHER ADMIXTURES NOT PERMITTED IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH b. METAL ACCESSORIES SHALL CONFORM TO: WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO i. REINFORCING BARS - ASTM A615, GRADE 60 ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. ii. WELDED WIRE FABRIC - ASTM A185 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" THE FIELD. OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT 4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR PERMITTED. SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE GROUT WITH BONDING AGENT. INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE INCLUDING HOT WHEATHER RECOMMENDATIONS. COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED ril e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. STRUCTURE. U 0 f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE 6. ALL 2X4 & GREATER ARE TO BE 2 x 4 SMB: 2"x4"x0.044"x0.1CO" J 0� ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. UNLESS OTHERWISE INDICATED. W g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR Z > BARRIER. W 2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR RESPONSIBILITIES Z _! SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED Q u GROUT WITH BONDING AGENT CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING U? 3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL v�i z U DRILL & EPDXY #5 X 8" REBAR INTO EX. FOUNDATION WITH 1" MIN. BE NOTIFIED OF ANY DISCREPANCIES. W w - HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, W o Z U) W (OR EQUAL) 48" O.C. TYP. ALL LOCATIONS THE CONTRACTOR SHALL VERIFY:AND ENSURE INSTALLATION o z o W rn d 4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH o O J Lo CD EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH F w Q 0) I1 EMBED 6" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE THE ATTACHED DETAILS. z O (OR EQUAL) TYP. ALL LOCATIONS 3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN a 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" NOTED. FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED DESIGN DATE: 07/27/2020 IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE REVISION 1: DATE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. (4) 3/8"x4" TAPCON THRU BOTTOM LEG OF ANGLE INTO CONC. (3) 1 /4" DIA. MACHINE BOLTS w/ WASHERS 3-3/4" FROM EDG OF SLAB/ FTG. MAY USE (4) #14XI" TEK IN LIEU OF THRUBOLTS (3) 1 /4" DIA. MACHINE BOLTS w/ WASHERS _ (4) 3/8"x4" TAPCON THRU BOTTOM LEG OF ANGLE INTO CONC. 3000 PSI CONC. SLAB/FTG. ° 6x5-1Ox10 WWM OR FIBERMESH S TOP VIEW COLUMN PER PLAN 1 /8'k2"x2'k3-3/4" (LENGTH) ANGLE (INTERNAL) FRONT VIEW 4X4 COLUMN ALT. BASE ATTACHMENT DETAIL SCALE: NTS (4) TRACK SCREEN SLIDERS TO BE INSTALLED PER MFG. SPECIFICATIONS & IN ACCORDANCE W/ FBC 2017 6TH EDITION i-81-611 � z w w 0 w cr CJ a N O O z 4X4 POST 1- 8'-0" - 0 co I THESE PLANS WERE PREPARED BASED ON THE PREMISE THAT THE EXISTING STRUCTURE WAS DESIGNED BY A PROPERLY LICENSED PROFESSIONAL ENGINEER OF THE STATE OF FLORIDA, WAS PERMITTED BY THE APPROPRIATE PERMITTING AGENCY, WAS CONSTRUCTED BY A FLORIDA LICENSED CONTRACTOR AT THE TIME OF CONSTRUCTION, HAS NOT BEEN SUBJECT TO DAMAGE BY A MAJOR EVENT, AND HAS BEEN CERTIFIED BY THE CONTRACTOR THAT THE EXISTING STRUCTURE CURRENTLY SHOWS NO DEVIATIONS OR DEFECTS FROM THE STATE OF THE STRUCTURE AS PERMITTED BY THE FINAL INSPECTION OF THE PERMITTING AGENCY. ALSO, THE OWNER AND ALL PARTIES CONCERNED WILL INDEMNIFY FLORIDA ENGINEERING LLC FROM ANY DAMAGES OR CHANGES TO THE EXISTING STRUCTURE AS A RESULT OF ANY MODIFICATION OR FOR ANY OTHER REASON. RESIDENCE 3" HEADER (CBS) WALL MOUNT NEW 11'X15' 3° x .024° X 1LB HATCH DENOTES f f COMPOSITE PANELS i Q ��� '�%� '��� /EXISTING APPROVED 3003-H 154 / 1J4"-1' SLOPE (MIN.) COMPOSITE ROOF w ; ' (FL.# 7561.1-R4) iLli I � I- 37'-6" RESIDENCE C.B. CID2X7SMB m Ln 'n N N OPEN �-, T-ix moc x 4 VENT - 4 TRACK V) cn x x 2X3 TYP. 4 VENT - 4 TRACK x NO X[ SLIDER �, N SLIDER X SCREEN 1X3 TYP. -�- 8'-1011 .024 FLASHING SEALED TO WALL (TYP.) O v O--# 12x3/4" SMS @ 12'O.C. TOP & BOTTOM FOR COMPOSITE s OR (3) PER PAN .050-3" RECEIVING CHANNEL CONCRETE OR FILLED FASTEN TO MASONRY WALL MASONRY W/ 1 /4" X 3" TAPCONS 18" O/C (INTERNAL) FOR ALUMINUM PANS: 1 /4" X 2" TAPCON (OR EQUAL) w/ 5/8" NEO-WASHER THROUGH BOX END OF PAN ROOF PANEL ATTACHMENT - MASONRY SCALE: N.T.S. EXISTING RAFTER OR TRUSS O <}- # 12x3/4" SMS @ 17' O.C. TOP t & BOTTOM FOR COMPOSITE 12 �OR (3) PER PAN .050 X 3" U-HEADER 7' NOMINAL STRUCTURAL FASCIA MIN. FOR COMPOSITE PANELS: (2) # 12 X 7'SMS THROUGH RECEIVING CHANNEL @ I2' O.C. FOR ALUMINUM PANS: ALTERNATELY: # 12 X 7' SMS THROUGH (1) 1 /4'k3" LAG BOLT "BOXED END": INTO WD FASCIA THROUGH RECEIVING CHANNEL @ 12" O.C. ROOF PANEL ATTACHMENT - WOOD FRAME SCALE: N.T.S. ROOF PER PLAN # 12x4" S.M.S. w/ 1-114" O FENDER WASHER AND NEO-PRENE GASKET @ 12" O.C. # 12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN FOR PANS COVER END OF PANEL `-3"X7'X.050'MIN. (SEE PLAN) ROOF PANEL TO CARRIER BEAM CONNECTION SCALE: N.T.S. ALUMINUM INTERNAL OR EXTERNAL I RECEIVING CHANNEL w/(4) # 100S' INTO GIRT OR PURLIN & (2) # 1405" # 12x4" S.M.S. w/ 1-1 /4" O FENDER WASHER (4) # tOxi-1 /2"SMS INTO I INTO BEAM OR UPRIGHT 0.062 ANGLE AND NEO-PRENE GASKET @ 1 T O.C. SCREW BOSSES CLIPS MAYBE USED # 12 X 9/16" W/ 5/8" NEO-WASHER # 14x3/4"SMS (3) PER PAN FOR PANS QUANTITY = SEE TABLE - - ROOF PER PLAN -- - � R o to, \COVER END OF PANEL O — - --, --� CARRIER BEAM I j (SEE PAGE-2 CARRIER BEAM O CARRIER BEAM PURLIN I� FOR SIZE) PER PLAN O PER PLAN MEMBER 'IL O UPRIGHT, BEAM -SNAP, SELF MATING, OR HOLLOW DETAIL "C" - GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: NTS 1/8"xTx7'xANGLE v 5032 H-32 ANGLE (2) - # 12 SMS INTO COLUMN 1 /4" MASONRY ANCHOR EACH ANGLE - EACH SIDE COL. o 0 3000 PSI CONC. SLAB/FTG. 6x6-IOx10 WWM SIDE VIEW OR FIBERMESH 1 /4" MASONRY ANCHOR AT EACH ANGLE 2-1/4" MIN. CONC. ANCHOR EMBEDMENT SELF -MATING OR SNAP SECTION TYP. 1'k2" O.B. BASE PLATE-TYP. 1-114" MIN. CONC. ANCHOR EMBEDMENT T MIN. INCREASE DISTANCE WHEN GREATER THAN 2x4 UPRIGHT IS USED (2) - # 12 SMS 1/4" TAPCON XL (RED HEAD MFG. OR EQUAL) 2 @ lx2 BASE 2 @ SLAB (BEYOND) 1 DIA. MACHINE POST BOLTS`RU CARRIER SMS (SEE PAGE- BEAM &POST EAM & QUANTITY FOR SIZE) QUANTITY =SEE TABLE ul (TYP. EACH SIDE) ALTERNATELY (4) # 10 INTO SCREW **MAY USE: (2) 3/8" DIA. BOSS OF UPRIGHT "L' MIN. MACHINE BOLTS THRU POST *OPTIONALEXTRUDED GUTTER IS IN LIEU OF # 14 SMS ATTACHED TO 3" INSULATED ROOF W/#12xl"6"FROM ENDS 24"O.C. BEAM TO COLUMN CONNECTION DETAIL SCALE: N.T.S. POST TO CARRIER BEAM CONNECTION SCALE: N.T.S. • o e a-1'k7' BASE PLATE ANCHORED n TO CONC w/ 114" MASONRY ANCHOR 6" MAX EACH SIDE OF POST AND 24" O.C. MAX 1-114" CONC. EMBEDMENT TYP. NOTE 3000 PSI CONC. WHERE PAVERS ARE PRESENT USE 5116' SLAB/ FTG. TAPCON XL (RED HEAD MFG.) MASONRY 6x6-1Ox10 WWM FRONT VIEW ANCHORS TO PENETRATE UNDERLYING OR FIBERMESH CONCRETE FOOTING 2-1/4" (MIN.) DETAIL "B" - 2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: NTS ANCHORING UPRIGHT TO FOUNDATION NOTES: I.- IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4" MIN. (TYP.) 2.- WHEN FASTENING TO WOOD USE 1 /4" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE 2-1/4" MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.) 3.- NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS. SEE DETAIL PROVIDED 2"X2"Xl/8" ANGLE CUT TO FlT W/(3) 412x.75" EACH LEG EACH SIDE OF UPRIGHT TYP. SEE UPRIGHr TO DECK. CONNECTION DETAIL ( SPACING MAY REDUCED 70 2"%2"X]/8" ANGLE CUT TO FIT \� w/(4J N12x.7S" EACH SIDE TYP. 24" fOR NONLOAD BEARING WALLS ALTERNATELY CLIPS MAYBE USED 1/4" DIA. TAPCON 6" FROM ENDS PRIMARY UPRIGHT PER PLAN SIDE WALL UPRIGHT 24" O.C. MAX 1-1/4" EMBEDMENT PER PLAN INTO UNDERLYING CONC, ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL w/(4) IHOx.75" INTO GIRT OR PURLIN & (2) #14x.75" INTO BEAM OR UPRIGHT 0.062 /— (4) #10x2" SMS INTO SCREW BOSSES MAYBEANGLE DIED CLIPS MAYBE USED CHAIR RAIL PER PLAN *ANGLE REQUIRED ONE SIDE ONLY AT CORNER AND DOOR OPENINGS WHERE KICK PLATE IS INDICATED FASTEN W/ #SO X9/16" SMS (2) #SOx2" SMS INTO 1/4" DIA. TAPCON 6" FROM ENDS 2" FROM CORNERS 8" IN FIELD SCREW BOSSES OR 24" O.C. MAX 1-1/4" EMBEDMENT CLIPS MAY BE USED INTO UNDERLYING CONC. SCREEN ROOM END WALL DETAIL SCALE: N.T.S. 7 fN O S ' N O CA } m N J 0 W ELI U 0 U C:)N 04 I— co zoo 0 Q U CD U W 0 � W <C LL L0 — z r Q� W t.J � 0) W Q 4— Ocr_ rn N .i Q�j _ I— U © (c) l.n f nF O U w ry n ry C) 0 J 0-1 _J Z W or_ ry Z J C) Q� 0 U W W o Z U) w O z 0 J Q 0 U J C) F- d w Q(mILL O w U EL DESIGN DATE: 07/27/2020 REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: TCP SCALE: NTS