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HomeMy WebLinkAboutProject Informationl General Notes A. CONCRETE & FOUNDATION DESIGN: 1.- ALL CONCRETE -GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. - - - - -- - - --- 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBERN ESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO.67 LESS THAN 3/4". AIR ENTRAINING +/- 1 % - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: t. 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 OF 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 Y-O" IN HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL (CURRENT) PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. THE 2014 FLORIDA BUILDING CODE 5TH EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM) 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN # 10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING # 12 SPACING MAY BE 24" ON CENTER. 6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 NTH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. (ACRYLIC/GLASS WINDBREAKERS INCLUDED) D. FASTENERS: i. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE, SHAPSON, HILTI, RAWL, TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL. 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X - BOLT -DIAMETER INTO -STRUCTURAL- FRAMING (G=.42 MIN.). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE" PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED. 6. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 10. ALL CONNECTORS SHALL COMPLY'WITH ASTM A653 CLASS G-185. 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHERWISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 ASCE 7 -16 AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-13 ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) 5TH EDITION ALUMINUM DESIGN MANUAL (CURRENT) F. ABBREVIATIONS: THE FOLLOWING LIST OFABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. TYP--TYPICAL 2. SIM--SIMILAR 3. UON -- UNLESS OTHERWISE NOTED 4. CONT--CONTINUOUS 5. VIF --VERIFY IN FIELD G. RESPONSIBILITY: 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER. S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. H. MISCELLANEOUS: 1. 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 MUST BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC STH EDITION 3• R 4501.17 IN ITS ENTIRETY. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. 5: IF -PAVERS -ARE UNDER -ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING -GROUT, -- ENSURE BONDING AGENT IS USED FIRST. 6. SCREENING MATERIAL SHALL BE 1BX14XO.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4" DIAMETER X 1-3/4" EMBEDMENT & 24" O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW WHEN IN WOOD & #10 X 1/2" EMBEDMENT SMS OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. UhNLRIFTIUN: SCREEN KUUM DESIGN DATA: U DEC 0 4 2017 1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 160 MPH NOMINAL DESIGN WIND SPEED Vasd: 130 MPH 2. RISKCATEGORY 1 3. WIND EXPOSURE C 4. WIND LOADS: SCREEN ROOF: N/A SCREEN WALLS: 49 PSF SOLID ROOF (MWFRS): 41 PSF S. FACTOR APPLIED TO SCREEN WIND LOADS FOR 1BX14X0.013 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 7. LIVE LOAD: 300 lb. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 200lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 8. EXISTING 4" CONCRETE SLAB, W/ 12"X12" LINEAL FOOTER W/(2)#5 ,3000 PSI CONCRETE W/ 6"X6"-#10WWM OR FIBERMESH OVER 6" MIL POLYFILM W/ EDGES LAPPED 6" & TAPED, OVER CLEAN COMPACTED SOIL SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 9. SCREEN ROOF TYPE: N/A 10. SOLID ROOF TYPE: 3"X48"X.030 (2) LB DENSITY FOAM COMPOSITE PANEL ROOF FL 7561-R3 OR EQUIV. ALUMINUM STRUCTURAL MEMBERS HOLLOW SECTIONS 2 x 2:--- =-----------------------------------.2" x 2" x 0.046„ 3 x 2-- -----=---------------------------------3" x 2" x 0.050" 2 x 3:---------------------------------------2" x 3" x 0.050„ 2 x 3:---------------------------------------2" x 3" x 0.070„ 2 x 4:---------------------------------------2" x 4" x 0.050„ 2 x 5:---------------------------------------2" x 5" x 0.050„ OPEN BACK SECTIONS 1 x 2:---------------------------------------- 1" x 2" x 0.040" 1 x 3:----------------------------------------1" x 3" x 0.045„ SNAP SECTIONS 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„ SELF MATING (SMB 2 x 4 SMB-.-'-------------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:---------------------- 2" x 5" x 0.050" x 0.118" 2 x 6 SMB:--`-------------------- 2" x 6" x 0.050" x 0.120" 2 x 7 SMB:---------------------- 2" x 7" x 0.057" x 0.120" 2 x 8 SMB:-----------=---------- 2" x 8" x 0.072" x 0.224" 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" BY........................ =96FUE ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO NICE REVIEWED BY DATE / PLANS AND PERMIT MUST BE KEPT ON JOB OR N0114SPWr.,WILL BE MADE v Inical CONCEALED FAST ENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2014 5TH EDITION gg 00 o° /\ oe �` 01 0. Co 0`°CoQ PRO 55�'L rGI�E)1�SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Mark Ronald Dunn, Jr. P.E. FLORIDA LICENSE NUMBER 73968 Joel Falardeau P.E. FLORIDA LICENSE NUMBER 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone:(813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 11-14-2017 1 DRAWN BY: DRAYTON 1 REVISION: DATE: RO 1 RO 2 RO 3 PROJECT ADDRESS: LEHTONEN 151 PEPPER LANE JENSEN BEACH, FL 34957 CONTRACTOR: ARROYO ENTERPRISES, INC. NOTES S-1 r� ELEVATION SIDE WALL 0 0' I 0 N 0 _ 0 0 0l i1 � 00 PLAN VIEW HOST /�jj/ n ( 2 LB DENSITY z ( 2 LB DENSITY a w FOAM) ID FOAM) r 3'x48'x.030' N 3'x48'x.030' c COMPOSITE PANELS 3 COMPOSITE PAN_E_L_S_ - ------------- ----- ------------ �m MIN OF FALL ui---M---IN - - OF FALL w w PER 1' o-------- PER 1' w ri :D.SLOPE m SLOPE a 3 __________________________________ ____________________________________M _ 2x4 END BEAM TYP. IX 2x4 END BEAM TYP. 0 I 0 0 I N 14--0" 16'-01, 30'-0" 32'-0" ELEVATION FRONT WALL Px9 SMB 3. COMPOSITE PANES 3` COMPOSITE p 2x4 EM BEAM TY 2x4 END BEAM TYP PANEL 0 I - I 0 0 0I I o EXISTING 4° SLAB w/12'x12' LINEAL FOOTER TYP. 3' COMPOSITE 7'-0" 7'-0" 8'-0" 8'-0" FILL TYP. lid s 30-0" �. ELEVATION SIDE WALL jiYF/i a ,,COMP. FILL'/�I Z� " ; %�; r'l ° ---Li!� a COMP FILL I o � v x N M ❑❑ I i+7 4 x4 x.125 6'-8" w F� I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2014 5TH EDITION �% %I1991§a, h ®p E A (j S _ ° Cry o J �o� oo m c� I1 ° C) • o car P� ES ArE�R°SEAL b E�NGYNET ° °RECO RDU.t� �ma�tFi�I?.E: " FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Mark Ronald Dunn, Jr. P.E. FLORIDA LICENSE NUMBER: 73968 ExJoel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone: (813)78B-5314 Fax:1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 11-14-2017 DRAWN BY: DRAYTON REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: LEHTONEN 151 PEPPER LANE JENSEN BEACH, FL 34957 CONTRACTOR: ARROYO ENTERPRISES, INC. ELEVATIONS S-2 I HEREBY CERTIFY THAT 1 HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN #14X4"SMS 3"X0.125"HEADER 1-1/4-NEOPRENE _ BREAK FORM HEADER OR (•' ,,j )may'', `I i• ' .) ''°�`� `� �j r l WASHER @ 8" O.C. PER ATTACHED To PANEL TOP &BOTTOM INTO RECEIVING CHANNEL i ,: I^ rI F F� (� ;� I j yl " ` �• COMPLIANCE WITH ASCE 7-16, &FBC 2014 COMPOSITE ROOF W/ EDGE p 5TH EDITION RESIDENTIAL & #10 X 5 8" TO ATTACH #12X 3/4",12" O.C. / #12 SMS @ BEAM IS THE SIZE AS UPRIGHT EXISTING BUILDING. FLASHING To ROOF PANEL@ 12" O.C. 8" O.C. FOR COMPOSITE PANEL '• 3'X 48"COMPOS % AA d SOLID ROOF #14X4'SMS ROOF PANEL'S 1-1/4-NEOPRENE (2) LB FOAM ;% V: " d 3" COMPOSITE -- - - -- .. -- - - - - - - (2)-LB.FOAM - - _WASHER @ 6.O.G PER _ _ - _ - -_--- - _ - PANEL - - - - - - ,'k,," 'p< o 0 0 0 -- -'- ROOF PANEL _-_ -_- _ _ _ _ _ _ _ _ (2) LB FOAM ---------�----- - - ------------ °�C- °° Cj ®° , \ ^ 9 - - - ----..............-- - --- - - - - - - - - - - �()3/8- r cs" .........° - - - - - - -.................. - - .............--- - - - - - - - - - - - - - - - - Q ------------- --------- - .. .. .. .. .. .. .. .. .. .. .. .. .. _--- - - _ THRU BOLTS `V ° o ff ° 1� o oA ° w __------_--_--__-__-__-__-__-__-_--_--_----_--_--_--_--__-__-_ ..................... --- - - - - - - - - - - - - - - - - - - - - - - d \-#12 2X_SMB/PATIO BEAM 1• X 3. OPEN BACK ATTACHED SEE SHEETS-2 FOR TO POSTw/ I '�' 2X_SMBCARRIER, 0 -yy'i�� O o V �` -_ -_- - - - - - - - - - - - - - SMS 8" O.C. SIZE) #12 X11�•SM312. O.0 I ) BEAM o o O O :-_-_ I I FOR COMPOSITE PANEL # lox 3' Irmo oa SEE S-2 FOR SIZE rv, e ° O O ` `• - II II SCREW BOSS I I POST �' S-2 FOR SIZE°2"x4"Xoso ', °00ooSEE �� �14� 2X_pAT10 UPRIGHT S4 CARRIER BEAM TO POST CONNECTION DETAIL®d��gFINEE3tSEAL S_3 SCALE:NTS F ENGINR M RECORD EE 2"X2"XO.125"XBEAM I I END BEAM 2 3 B MASONRY ANCHORS / (SEESHEET S-2FOR SIZE) DEPTHANGLE W/ (4) 2"X_"SMB RIDGE BEAM #12x3/4" Ea LEc PER 12" WIDTH CONNECTING PER �� �� (SEE SHEET S-z HEADER OR CHANNEL TO HOST. David W. Smith P.E. FOR SIZE) ATTACHED SAME ASS4/S-3 2"X_"SMB UPRIGHT/POST Al ROOF PANELS AT RIDGE CONNECTION (SEE SHEET S-2 ROOF PANEL TO WALL CONNECTION DETAILS ROOF PANEL TO EDGE/END BEAM CONNECTION DETAIL SCALE: NTS FLORIDA LICENSE NUMBER: 53608 T omas L. Hanson P.E. S-3 SCALE: NTS FOR SIZE) SCALE: NTS FLORIDA LICENSE NUMBER: 38654 urwlunl 1/4" 0 Mark Ronaldunn, jr. Concrete Screw SECONDARY ANGLE MIN (1) -1/2"0 LDT CONCRETE 0125"THICK (NOT P.E. . Column Anchor (4) #12 X 3/4" SMS SCREW WITH 2-3/4" NOTE:MINIMUM EMBEDMENT OF FLORIDA LICENSE NUMBER: 73968 REQUIRED FOR 2X3 Size FASTENING SECONDARY EMBEDMENT (MIN EDGE ANCHORS INTO CONCRETE FOOTING SHALL B Min. Spa ANGLE TOCOLUMN TYP MEMBER) DISTANCE =3") 2X3 EACH SIDE) PEROUTERFLANGE CREW LENGTHS ATPOST CONNECTIONS BE 2-3/4' AT ALL POST LOCATIONS. ALL Joel Falardeau P.E. 2x4 PRIMARY 2" X 2" SHALL RE OF SUFFICIENT LENGTH FOR - Column Size 3/8" 0 Concrete Screw Anchor B Min. Spa 2x5 1 3 2x6 4 2x7 2x8 2 3 2x9 4 2x10 2 4.5 I , AU.1L3 ANULC rLVNUtl L11.GLYJG IYV1�1Dp{�: I VUU1 (B) -3/8" 0 CONCRETE SCREW 1 (2) #12 X 3/4" SMS FASTENING REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. ANCHOR INTO SECONDARY I COLUMN TO PRIMARY ANGLE E. ANGLE(TYP EACH SIDE) (SEE O (TYP EACH SIDE) \ FErik LORIDA LICENSE art NUMBER 77605 TABLE) O O 1' X 2" BASE MEMBER — — (TYP EACH SIDE) (2) -3/8" 0 MACHINE . ANCHOR SPA BOLTS WITH WASHERS TOP VIEW (MIN)(TYP)(SEETABLSMS �) (1)-3/8"pCONCRETESCREW OR(4)#14X3E/4A"SIDE ALUM. SQUARE COLUMN d ANCHOR INTO PRIMARY FBC Plans & Engineering ANGLE AND @ 1/4" 0 CONCRETE 2"x2"x 0.125" ANGLE EXTERNAL . 3" MIN SCREWANCHOR@ OR EQUIVALENT POST BASE Services, Inc., (MIN)-. 24" O.C. BETWEEN COLUMNS (1) -1/2"0 LOT CONCRETE 6272 Abbott Station Drive Unit 101 NOTES: (TYP EACH SIDE) SCREW WITH 2-3/4" Ze h hills, tl. 33542 1. NUMBER OFANCHORS "B" IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. EMBEDMENT (MIN EDGE OPT. #2: FOR INTERNAL FASTENING P YI' 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3 4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTHS AT DISTANCE =3') (4)-3/8" OCONCRETE Phone: [813)788-5314 / PER OUTER FLANGE SCREW WITH 2-3/4" Fax: 1-(866)-824-7894 UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS EMBEDMENT IN - (M EDGE Email: erbCalD)cplans.com PRESENT. 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS - DISTANCE =3" Website: www.fbcplans.com APPROVED ON THE S-1 NOTES PAGE. MIN SPACING 2") C.O.A. - #29054 4. 2X3W/M CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. • p • A S. FOR A 2X4 POST: FOLLOW FASTENING DETAIL ABOVE USING (2) a d • e d DRAWN BY: DRAYTON 2"X2"X2"X125 ANGLE CLIPS ON EACH SIDE. USE (2) #12X3/4" SMS d . . , d , d - FASTENING COLUMN TO ANGLE CLIP (TYP @ EACH ANGLE CLIP) a d ' REVISION: DATE:' (4 TOTAL SCREWS ON EACH SIDE OF POST) ^� a 6. FOR A 2X5 POST: FOLLOW FASTENING DETAIL ABOVE USING (2) 2"X2"X2"X125 ANGLE CLIPS ON EACH SIDE. USE (3) #12X3/4" SMS FASTENING COLUMN TO 3" ANGLE CLIP (TYP @ EACH ANGLE CLIP) (5 TOTAL SCREWS ON EACH SIDE OF POST) POST OR SMB CONCRETE BASE CONNECTION FRONT VIEW . RO 1 (NOTE: CONNECTION SHALL BE USED FOR TOP & BOTTOM WHEN APPLICABLE) RO 2 COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION POST CONNECTION DETAIL RO 3 SCALE: N.T.S. SCALE: NTS RO 4 (4)#10x 1 A" SMS INTO ' 1/4-X2"-1/2 MASONRY ANCHOR SCREW BOSSES OFTINAL ANGLE CLIPS OR IF WOOD STRUCTURE SUBSTITUTE - RECEIVING CHANNEL W/ ' IDENTICAL WOOD SCREW OR LAG 6" FROM (4) #12X3/4' SMS EA LEG ' PROJECT ADDRESS: BASE @ 24" O.C. I � RECEIVING CHANNEL.060 MIN. RECEIVING TTACHED TO 2"XH' CHAT MIN. ATTACHED T02"XH°CHAIR LEHTONEN ' 3' COMPOSITE PANEL WALLS ATTACHED TO IXH RAILW/#lOX3/4"SMS 3" 151 PEPPER LANE FASTEN TOP & BOTTOM TO REC" CHANNELS W/ 2"X2"XO.062 ANGLE CLIP MIN. FROM END & @ 12" O.c #10 3/4' TEKS 18' B.C. I W/(2)$12X3/4"&1/4"X COMPOSITE MATERIAL 1 ENSEN BEACH, FL 34957 INSIDE &OUTSIDE ALL EDGES 1 3'MASONRY THRU 1XH ATTACHED W/ #10X318 O.C. FASTEN REC CHANNNEL TO SLAB V/3/8' DL1 LET 1� OR EQUIVALENT 16' B.C. ® • / COMPOSITE PANEL REC. CHANNEL ATTACHED TO FOUNDATION -- W/l/4"X2-3/4"TAPCONS I•: COMPOSITE PANEL @24"O.C.&6'FROM ENDS • 1��/+ C ONTRACTOR: / I ATTACHED TO RECEIVING \ UPRIGHT OR BEAM CHANNEL W/(1)#lox / 3/4" @ IT' O.C.ATTACHED COMPOSITE PANEL/KICK PLATE -SNAPORSELF MATING OR ARROYO ENTERPRISES, INC. I TO RECEIVING HOLLOW WALL /SLAB • ' CHANNE @ DD'ETAILS CONNECTION DETAIL 3 4/ 18" O.C. . RECEIVING CHANNEL TO COMPOSSIILTE: MATERIAL TO HOST DETAIL RECEIVING CNTSHANNEL A TO COMPOSITE MATERIAL TO UPRIGHT S _ SCALE; NTS J EDGE 1 HEREBY CERTIFY THAT I HAVE REVIEWED BEAM IS THIS PLAN AND FOUND IT TO BE IN THE SIZE AS UPRIGHT COMPLIANCE WITH ASCE 7-16, & FBC 2014 3"X 48"COMPOSITE 5TH EDITION RESIDENTIAL & #14X4"SMS ROOFPANEL EXISTING BUILDING. (2) LB FOAM 1-1/4" NEOPRENE F n WASHER @ 8" O.C. PER PANEL - - ----. 8 #14X3/4"SMS ._.._.._.. _..:-_- 1- r1, HINGE LOCATION --- OPTIONAL:-1"X2"OPEN- - ATTACHING ANGLETOBEAM T - - -__-___-_- __-__-_ - ___-__-__-___ - - _ g •� BACK (1) ACHED11,V0C CONCREO HOSTTE EACH SIDE (1- MIN. SPACING) _ -_--_-_-_-_ - °©G °o " 4 e'er, W/(1)1/4"p CONCRETE ------- - - - - - - `•'.':� o° J� o° u, SCREW OR LAG WITHIN 6" .. .. .. •. 2" x 3" EXTRUSION OF BEAM & @ 24" O.C. MAX ° 2" x 3" EXTRUSION zx_sMe/PATIO BEAM ° r o r c UNLESS OTHERWISE UNLESS OTHERWISE BETWEEN BEAMS / c J SHOWN ONS-2 / 0 0 OO SEE SHEET FOR ' SHOWN ONS-2 � � 3'RECLHANNELFACINGDOWN 512E �' -J ° a HINGE LOCATION DOOR FASTEN TO EDGE BEAM ) ° < OPTIONAL m #LATHENDS/FLANGES EDGE SIDE POMFASPENED p 0 2O" !� ® e INSIDE POSTS UPRIGHTS O! 02 W/2"X2"X3"X.125 ALUM. ANGLE .. o �' /jam o J z"xz"x3"X.Iz5 ALUM. ANGLe (31 10X3/4"TEKS INTO TOP BOTTOM FLANGES ANGLES BOTH SIDES OF POST (B) - 3/8" 0 CONCRETE SCREW /� W/2-1/2"EMBEDMENT INTO @ o a]� MASONRY / 3"X3"OR2"X3" UPRIGHT �9 SSIn �PQGINE�SEAL HINGE LOCATION (1-1/2- MI / (SEE SHEET FOR (B)-3/8"OX 2-1/2" LAG SCREWS SLOPED RFLAT POST SHOWN UP TO REC. CHANNEL OR ENGINEER�OF RECORD INTO WOOD (I- MIN SPACING) ROOF BEAM (SEE (TYP 2 LOCATIONS) SHEET S-2FOR SIZE) David W. Smith P.E. NOTES: BEAM "B" NOTES: 2"X2"XO.125"ANGLE ROOF PANELTO EDGE/END BEAM CONNECTION DETAIL FLORIDA LICENSE NUMBER: 53608 SIDE 1, HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) 410 x 3/4" SMS MINIMUM. 1. THE MINIMUM EDGE EA.SCALE: NTS 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM. 2x4 1 DISTANCE IS3"FOR MASONRY EXISTINGHOST STRUCTURE Thomas L. Hanson P.E. 3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 3/4" SMS. FASTEN A 2x5 2 STRUCTURES. (CONCRETE, GROUT FILLED FLORIDA LICENSE NUMBER: 38654 2. IF A RECEIVING CHANNEL IS CMU OR WOOD) 1" x 2" x 0.044" TO UPRIGHT W/#12 x 1-1/2" SMS @ 12" O.C. AND WITHIN 3" FROM 2x6 2 USED, USE TWICE THE NUMBER Mark Ronald Dunn, Jr. END OF THE UPRIGHT. "B" ANCHORS INTO THE HOST EDGE 2x7 3 STRUCTURE. ALL MINIMUM BEAM IS 2X8 3 SPACING SHALL BE APPLICABLE. THE SIZE AS UPRIGHT P.E. TYPICAL SCREEN DOOR CONNECTION DETAIL ryp 3"X48"COMPOSITE FLORIDA LICENSE NUMBER: 73968 SCALE: NTS 2X9 3 S2 BEAM TO HOST TO CONNECTION DET IL � (.I`' #14 X 4" SMS ROOF PANEL 2x10 4 $-5 5CA1s'"'s i' {tt+y 7 I ; 1-1/4" NEOPRENE (2) LB FOAM �•, pp•,I ,� WASHER 98"O.C.PER Joel Falardeau P.E. PANEL _ FLORIDA LICENSE NUMBER: 70667 ----------------------- Erik Stuart P.E. FLORIDA LICENSE NUMBER 77605 " 2X_ SMB/PATIO BEAM - 3' REC CHANNEL FACING DOWN SEE SHEET FOR FASrENTO EDGE BEAM SIZE) & En gineering n FBC Plapineerin 7 AT BOTH ENDS/FLANGES EDGE BEAM FASTENED g g #IZX3/4- TEKS B- O.C. INSIDE POSTS/UPRIGHTS W/2"X2"X4"X.125 ALUM. ANGLE Services, Inc. TYPICAL /01 1/4" O x 2"-1/2 MASONRY ANCHOR 2 X2'X4'X125 ALUM. ANGLE ((4 #30 X 3/4" TEKS INTO 6272 Abbott Station Drive Unit 101 1 / IF WOOD SUBSTITUTE IDENTICAL 'Pt�P/BOTTOM FLANGES WALL/ROOF WOOD SCREW OR LAG 6"FROM ANGLES BOTH SIDES OF POST Zephyrhills,0.33542 C ONNECTION- DETAIL r / TOP & BOTTOM & @ 24" D.C. Phone: (813)788-5314 EL TO PANEL / 1"X2"OPEN BALK OR RECEIVING CHANNEL Fax:1-(866)-824-7894 4"X4 POST Email: erb@Ibcplans.com OF PANELS W/#14 X 4-1/2' ( / (SEESHEETFOR Website:www.fbcplans.com R HD TEKS 6' O.C. SIZE)POST SHOWN UP TO REG CHANNELC.O.A. - #29054 ITE PANEL WALLS DRAWN BY: DRAYTON REC. CHANNEL FLANGES W/ / ROOF PANEL TO EDGE/END BEAM CONNECTION DETAIL B #14x3/4' TEKS 18' D.C. I SCALE: NTS REVISION: DATE: ( BOTH FLANGES) 1"X2'OPEN BACK OR RECEIVING CHANNEL / RO 1 (2) #lO x l-1/2" SMS MIN RO 2 THRU SCREW BOSS OF 1"X2"OPEN BACK RO 3 OPEN BACK TO HOST STRUCTURE DETAIL EXISTING MASONRY RO 4 T H TYPICAL SCALE: NTS WALL GROUTED RECIEVING CHANNEL CONNECTION SOLID P S OF PANEL TO POST GG @CONNECTION PROJECT ADDRESS: I T OPTION #1 LEHTONEN R(4)#10 x 1 Y2" SMS I I OPTION #2 C O 1/4" 0 X 2-1/2" INTO SCREW BOSSES I I MASONRY SCREW 3" FROM 151 PEPPER LANE T DOOR OR WINDOW FRAMING — — — — I __ __ __ __ z"x_END BEAM END &@ 24" D.C. JENSEN BEACH, FL 34957 TTACH TO ALUM. POST (SEE SHEET S-2 FOR SIZE) A U TYPICAL PER INSTALLATION INSTRUCTIONS — — — — — ALUM. POST I 2" x 2 "x 1/8" x BEAM DEPTH" C R 2"X2" OR 2"X3" 0.0625" ALUMINUM INTERNAL DR UTILITY 'H' PER SITE SPECIFIC DRAWING, RECEIVING CHANNEL HE MEMBER I I OR EXTERNAL RECEIVING DOOR OR WINDOW JAMB 2 PANEL CONNECTIONS W/ (1) 1/4" x 3" CONCRETE 1"Xz" OPEN BACK M FASTEN TO SLAB PER DETAIL I I CHANNEL W/ (4) #10 X 3/4" INTO ANCHOR INTO WALL & CONTRACTOR: E B INTO BEAM OR UPRIGHT. (2) (4) #12 x 3/4" SMS EACH N TYPICAL PANEL ATTACHMENT TO A HOST I I #l2x 3/4" EA. LEG INTO GIRT OR SIDE INTO BEAM ARROYO ENTERPRISES, INC. T WITH RECIEVING CHANNEL PURLIN - (0.062" ANGLE CLIPS W/ FASTEN RECIEVING CHANNEL TO WALL W/ I I (z) #12x3/4" SMS EA LEG) NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW T W/ 3/8' x 2' TAPCONS 2 24' D.C. MAX ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT D FASTEN PANEL TO REC CHANNEL W/#SOx3/4' a IS' D.C. UFRIGHT R SELF ORBEE BEAM OF MASONRYANCHOR SCREWS. OR DETAILS CORROSION RESISTANT HOLLOW END BEAM TO HOST STRUCTURE DETAIL ^ PURLIN OR GIRT TO BEAM OR POST DETAIL SCALE: NTSJ _ SCALE: NTS