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HomeMy WebLinkAboutSTRUCTURAL PLANGENERAL NOTES 1i DESIGN CRITERIA: APPI'^-"PI-E CODES, REGULATIONS & STANDARDS: FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23 WOOD. 2. ASCE 7-1.0. & SEI7 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 4. AC1318 CONCRETE REFRENCE MANUAL. 5. PC[ PRECAST & PRESTRESSED CONCRETE. 6. AA ASM 35 & AA ADM 1 WIND LOADS: 1. 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: 150 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C 3. SCREENED ROOF ENCLOSURE FBC 2014 CH. 20 TABLE 2002.4 CONCRETE & FOUNDATION DESIGN: 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE APPLICABLE. A. CONCRETE SHALL CONFORM TO ASTM 094 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 -AM ERI CAN -CONCRETE - INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WHEATHER RECOMMENDATIONS. E. MOIST CURE OR POLYETHYLENE CURING PERMITTED. F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITES IN COMPLIANCE_ WITH THE FBC. G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. 2. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION. 3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) TYP. ALL LOCATIONS. 4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5 REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/ NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL). 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE NOTED. ALUMINUM SPECIFICATIONS: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE SPECIFIED. 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. 3. ROOF BRACING SHALL BE A MINIMUM 2":'2"X.050". 4. THE MINIMUM' NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH BE PER FBC. 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. FASTNER SPECIFICATIONS: 1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, AND FASTENERS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. . 4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS.' C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE 1'X2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS MASONRY SPECIFICATIONS: 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 2000 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. MISCELLANEOUS: 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL: COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4101.17 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 SEPERATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD. 4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT. 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE. RESPONSIBILITIES: �1'l I i ST.LU IE - IL REVIEWED FOR COMPLIANCE,. �� �� �'�.:� Ell 1p PLANS AND PEF2 IIT MUST BE KEPT N ©B ��`�'' 't''"'"' � , SITE. OR NO INSPECTION(S) WI E MADE /w! 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS. 3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN. ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. FILE Cop LEGEND: (ALL MAY NOT APPLY) SCR = SCREEN KP = KICK PLATE PW = PICTURE WINDOW X = HORIZ. SLIDING WINDOW 0 = HORIZ. STATIONARY WINDOW DH = DOUBLE HUNG WINDOW SH= SINGLE HUNG WINDOW SIP = SOLID INSULATED PANEL CT = CABLE TIE SG�= SUPER GUTTER CS = CLEAR SPAN KB = KNEE BRACE ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS - 2 x 2:-2"x2"x0:044" - - -- - - - 2 x 3: 2" u3"x0.044" 2 x 4: 2"x4"x0.044" 2 x 5: 2"x5"0.050" OPEN BACK SECTIONS 1 x 2: 1 "x2"0.044'.' 1 x 3: 1 "x3"4.044" SNAP SECTIONS 2 x 2 SNAP: 2"x2"4.050" 2 x 3 SNAP: 2"x3"x0.050" 2 x 4 SNAP: 2"x4"x0.045" SELF MATING (SMB) 2 x 4 SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2"x5"x0.050.N0.1'00" 2 x 6 SMB: 2"x6"x0.050"x0.120" 2 x 7 SMB: 2"x7"x0.057"x0.120" 2 x 8 SMB: 2"x8"0.0770.124" 2 x 9 SMB: 2"x9"x0.082"x0.124" 2 x 10 SMB: 2"x10"x0.092"4.398" NOTE: AS INDICATED ROVE ALL MEMBER PROFILES ARE INDICATED IN INCHES. SCANNED BY St Lude COtin$" T- z w _z w LL ®I L0 v ,J CID W co co ® 0 � O � � 0 Lie U-)UJ . F- M0) c 0 U A- 0 co ui o a 0 N CD t- o 4t w U U co 00 u7 CV � Z Z � M W 0 HU J U) O I� � w cn a w d ¢ CN C)U OogO LL DESIGN DATE: DATE REVISION 1: DATE PAGE: REVISION 2: DATE SCALE: NTS WALL HEIGHT PER PLAN^ A b$ T i-----T------------ �\ m o m \\ F \\ I I I 1x2 1x2 i 1x2 1x2' 1x2- 1x2 • 1x2 2x2 2X3 2x3 2x3 2x2 2x2 2x x� N X x �+� v v. 1x2 1x2- 1x2 1x2 1x2 1x2 C- C- .3Q75' 441" — N 36" 2x2 2x200 2xZ N XX2 N� V1 x Cl) M w . W 2x2 2x4 2x8 co, 00 w x N �C X N X N 1x2 -1x2 2x4 2)6 i w N wv N N N N . N z DTICn ', -n N O. o Z 0 a cn -0 -V M cn 2x4 0 0_ 2x8 N O 2 m _ 0. v� O Z OD x N W N N. N Cn O M = Cn 0 x X 2x,4 2x8. m C cn n r Z �7 CD oo W xN I\j N N GY c D 0 o N. _� 2x4. 2x8 Z Z. m r N N Nx2 -�� N N +N 2x2 93" w rn Z N 0 m N co x m n c=n W C Coll a z > -i w --q X CID C N. Z CND g G �. Vow"Joc r- 0 00 m ® o o Z E 0 2 PPI Co 309" ' — 1 x2 1 z2 1 z2 1-x2 1 x2 2x3 2x3 2x3 2x2 ` C.- 1x2 1 ;1x3 1x2 1x2 1x2 N 1x2 1x2 2x2 2x2 1x2 1x2 // 41 17 65 65 \fin" V�.Y.,�.�•b��`'''�^. �'� �' / . \fiy,,.r • o `��"'. ��% '. �4.1 y.�@ ,P . ��?'a�iT>;'.a',,... ••fir �.. STATE OF Cr ig E. Gunderson, P.E. #60102 DATE: 09/15/2.017 I } SLOPED PURLIN CONNECTION DETAIL BOOR FULL Z OR SCALE NTS DOOR JAM STANDARD PURLIN low 2X2 POST OR DOOR JAMB 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) #10 x 3" THRO BEAM INTO PURLIN EMBOSS vo 00 1X2 SNAP LOCK TO .0 R 2X2 ANGLE W/ (4) #14 x 3/4" z 2X2 TOP PLATE INTO EACH MEMBER PER SIDE O \-2x,6 2 HINGE DOORO � I PLATE VV/ (4) #14 x 3/4" w INTO EACH MEMBER PER SIDE 30" TO 36" z FRONT WAL TO BEAM 1X2 SNAP LOCK TO 2X2 TOP PLATE SCALE NTS EACH DOOR IS SCREWED INTO UPRIGHTS WITH #14 x 3/4" SCREWS 24" O.C. 1X2 FASTENED TO UPRIGHT W/ (2) #10 x 2" INTO BOSSES __= '�D PAN / IBEXh OAR WIND BRACE DETAIL i UPRIGHT ' O SCALE NTS • - 1-1/2"X5" PLATE W/ (2) #14 x 3/ " 2X3 WIND BRACE IS BLIND TOE to- L_ ' J 'HORIZONTAL OR SLOPED & 1/4"THRU BOLT NAILED TO ALUMINUM STRUCTURE WITH (2) #14 x 2" I \ LAP BEAM OVER UPRIGHT W/ 3/6" THRU BOLT W/ LOCK NUT & (2) #14 x 3)4" PER SIDE z J Z) COLUMN PER PLANS SIDE WALL DETAIL --SCALE NTS - - - - -- - ^ - - X2 SNAP LOCK TO 2X2 TOP PLATE 1X2 SNAP LOCK TO 2X2 TOP PLATE N K IDE WALL UPRIGHT 1X2 IS ATTACHED TO HOUSE WITH 2=1/41X1/4" TAPCONS OR #10 x 4" (6" FROM ENDS 24" O.C.) SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL INFORMATION (TYP.) 2X2 1LIBOTrOM IS ATTACHED H 2-1/4"X1/4" (VERS TO FOOTER)#14 ENDS 24" O.C. 1X2 BOTTOM PLATE IS ATTACHED TO UPRIGHTS WITH CAPRI CLIP WITH (4) x 3/4'" OR BLIND SCREWED WITH (2) #10 x 2" PER SIDE SELF MATING UPRIGHT DETAILS SCALE NTS CHAIR RAIL & KICK PLATE DETAIL SCALE NTS 2X2 CHAIR RAIL IS ATTACHEC BEAM WITH (4) #10 z 2" PER SI KICK PLATE IS ATTACHED TO STRUCTURE WITH #14 x 3/4" 6 FROM ENDS 18" O.C. (OPTIONAL) \ \��I1111111i FI///l/� �� • "fit- a> O l : J. (5CID` I- - CD 00 W (y). cy) E U (J ��.®� CD F- cn C Z w < b _j ® ' IL U - 0 0 co co CD 00 r Z 0 LLI ---UPRIGHT SHALL BE STITCHED W/#14X3/4• SELF TAPPING ' SCREWS 12" O.C. TYP. 1X2INTERNALLY SCREWED THRU 2X2X1/6" ANGLE TO UPRIGHT W/(2) #10X1-1/2" FASTEN 1X2 TO CONCRETE W/3"X1/4" (5"XI/4" TAPCONS IF ll) Iq THRU PAVERS) (#10 x 2" IF TO WOOD DECK) Z) z CO SCREW CONCRETE ANCHOR 1" PER Z W "t W 6" FROM UPRIGHT 24" 0; 2) #14 x SIDE & BOLT W/ LOCK 2 LLJ 1/2" NUT 1- U J Q Q W w co ° " O O MIN. 4" SLAB 2500 PSI ° ° CONCRETE W/ FIBERMESH. ^ a F 0 U Z O O e� \ W __3 cV LL DESIGN DATE: DATE REVISION 1: DATE pgGE : REVISION 2: DATE SCALE: NTS SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL INFORMATION (TYP) SMB 1x22 ATTACHED TO BEAM W/ (2) #10 x 2" J INTO BOSSES 24 ANGLE IS ATTACHED TO BEAM W/ (2) #14 x 2" THRU 1)2 EACH SIDE TYP. BEAM TO FASCIA SCALE NTS 1 X2 REC CHANNEL W/ 3/4" SMS PER SIDE BEAM TO WALL CONNECTION SCALE NTS 24 IS ATTACHED TO STRUCTURE W/ 4"xl/4" TAPCONS (#14 x 4" IF TO WOOD STRUCTURE) T FROM ENDS 24" O.C: 72.2 ANGLE IS ATTACHED TO BEAM WITH (2) #14 x 1" & INTO BLOCK WITH 2-1/4"xl/4" TAPCON 6" WIDE GUTTER BRACKET W/ (4) 1/4" z 3" LAGS & (2) #10 x 3/4" INTO FRONT OF GUTTER 1/4" x 3" LAG 2EWS 24 O.C. BEAM TO BEAM CONNECTION SCALE NTS 0 - o 2X2 ANGLE IS ATTACHED TO STRUCTURE WITH LESS #10 x 1" THEN BEAM SIZE & TO BEAM WITH (4) #10 x 1" PER SIDE CABLE DETAIL SCALE NTS L - -- - -- -- -. -- --- — -- -- SEE GENERAL NOTES & DESIGN STANDARD- - FOR ADDITIONAL 000 INFORMATION (TYP.) O O O ° C 1/8" THICK ANGLE BRACKET ATTACHED TO UPRIGHT AND GIRT WITH (6) #14 x l" 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSIONS SLEEVE SIDE VIEW - COMPRESSION SLEEVE 3" AS.T.M. A-36 STEEL CLIP WITH (2) 2-1/4"X1/4" TAPCONS PURLINS ATTACHED TO BEAM W/ (4) #10 2"SMS " 14 SMS 1-114 D.C. 0 0 00 0 00 00 *lBOTHo 0NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM, 8" LJ D SIDE OF THE BEAM. MAY BE INTERNAL OR it EXTERNAL. 2. AS BEAM SIZE CHANGES ADD OR SUB I RACTTO MAINTAIN A 1-.114" O.C. SCREW SPACING. in 3. GUSSET LENGTH REMAINS CONSTANT. WIDTHS CHANGE TO MATCH BEAM SIZE: 1/8" GUSSET r#14 SMS 1-1/4 O.C. ANCHORED INTO CONCRETE j' FROM TOP AND BOTTOM CONCRETE 3" AS.T.M. A 36 STEEL CLIP WITH (2)171/2"X1/4" TAPCONS ((2) #14 x 2" IF TO WOOD DECK) IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEWNER AT LEAST TWICE AYEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MANTAIN THE CABLE FULL TENSION (NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY. L/ 0 0 0 0 0 o d 0 0 0 0 .0 p 00 e o 0 0 0 0 GUSSET CONNECTION DETAIL .. SCALE NTS ' IL BRACING DETAIL_ SCALE NTS 4"X4" PLATE W/ (3) #14 x 3/4" INTO EACH MEMBER TYP. 4"X4" PLATE W/ (3) #14 x 3/4" INTO EACH MEMBER TYP. �&.......... ``\\ .• LL• Q �W' z LLJ O/•�rli N :Q) O O- — ; z 0 W V ;17.1 {� F- �; _ CD 0 F- / l(e. f C �L�� pRall< W LU //////lI1111111111\\\ p