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HomeMy WebLinkAboutREVISION 7-2-184e'" 1 T.O T� rl +n'_n" T� T EL +0'-0° 5:12 \� � �\` 5V CRIMP METAL ROOF El El El Ol STUCCO FINISH �Da00��o 5:12 Y'w A B FLOOR PLAN SCALE: 1/4" = V-0" AREA TABULATION AREA UNDER AIR: GARAGE AREA: COVERED ENTRY AREA: TOTAL AREA UNDER ROOF: 1,312 SF 393 SF 87 SF 1,792 SF 49'-8" 13'-10" A 13'-10" COMMENTS PER OWNER JUNE, 2018 St Lucie REVISION 1. THE CONDITIONED SPACE CUBIC FEET VOLUME FOR THE BLOWER DOOR TESTING IS 11,028 cf. EXTERIOR DOOR SCHEDULE MARK UNIT SIZE TYPE7 I MANUF. I GLAZING REMARKS POS. NEG. 0t 3'-0"X6'-8" FRENCH - IMPACT 1 LIRE +32.0 -41.8 02 16'-0"X7'-0" OVERHEAD - NONE (32) PANELS +24.9 -27.8 03 5'-0"X6'-8" FRENCH - NON -IMPACT 1 IMPACT GLASS PANEL EACH +30.0 -32.8 WINDOW SCHEDULE MARK TYPE UNIT SIZE MANUF. GLAZING REMARKS POS. NEG. of SH 3'-1"X5'-3" PGT IMPACT 1/1 LITES, EGRESS +32.0 -34.8 02 SH 3'-1"X3'-6" PGT IMPACT 1/1 LITES +33.5 -36.3 o3 SH 37-1"X5'-3" PGT IMPACT 1/1 LITES, EGRESS +32.0 -34.8 04 SH 3'-1"X3'-6" PGT IMPACT 1/1 LITES, EGRESS +33.5 -36.3 05 SH 4'-1"X5'-3" PGT IMPACT 1/1 LITES +32.0 -34.8 or, FIXED 3'-0"X8" PGT MPACT 1 LITES +33.5 -36.3 07 SH 2'-0"X3'-O" PGT IMPACT 1/1 LITES +33.5 -36.3 E 6 z • m V L \ '\ •C m G - N 4-0 N .x+c µL CU PC LC.V Wv� 0-� W aV v = Z' =G1tU O F =EIV JTDSDTN. RUCTURALLY ENGINEERED BY: SMITH, P.E., INC. (CA #8772) 914 20th PLACE VERO BEACH, FL. 32960 772-559-3699 FL PE #42082 w C) 0 2 U) 0 Q 2 co •L LL Ca m 0 a) w U � W � O 2 a � w REVISIONS: JOB NO. ES-17-065 DATE: 10.26.17 SHEET NO. 3.0 W d N -o U) Z O W J W O ct 06 QZ J w O O J IL J L� a 1 0 (WATER PROOFING FOR DOORS AND WIN9z l.t°= AS PER TREMCO MFG, RECOMMENDATION5 L APPLY VULKEM 350 NF m 25 WET MILS. INSTALL WOOD BUCK. USE TREMCO DYMONIC 100 CAULKING FOR INTERIOR AND EXTERIOR 4 APPLY WLKEM 350 NF OVER BUCK (FOR EXTERIOR USE AGGREGATE TO RECEIVE STUCCO), TREMCO DYMONIC 100 WLKEM 350 NF • 1 350 NF m 15 WET ANDED AT AREAS TO /ED STUCCO FINISH BUCK TYPE DESIGNATION F - FILLED WITH GROUT / U + UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY Bus 8F8 8F12 8F16 8F1 6-1 B/11T M 1­7,� 7 Hf L REBAR A OF #5 NOMINAL WIDTH � REBAR AT TOP NOMINAL HEIGHT #5 REBAR AT TOP MIN. (1) REQ'D. p 71-1/2" CLEAR — �- . ..'. — C.M.U. z GROUT #5 REBAR AT BOTTOM . '. OF LINTEL CAVITY • . • 8F32 8F28 8F24 8F20 7-5/8" ACTUAL BOTTOM REINFORCING 8" NOMINAL WIDTH PROVIDED IN LINTEL (VARIES) ML1 = 8F8-1B-1T FOR LINTELS UP TO 8'-0" SPAN ML2 = 8F16-1B-1T FOR LINTELS 8'-0" TO 16'-0" SPAN ML3 = 8F24-113-1T WHERE SHOWN ON PLAN BASED ON CAST-CRETE LINTELS. ALTERNATE MAY BE USED UPON APPROVAL BY ENGINEER. MASONRY LINTEL DETAIL INSULATION PER ENERGY J CALCULATIONS Y" DRYWALL OVER P.E. ROOF TRUSSES 024" O.C. MAX. MIN. 8"x16" BOND BEAM WITH (1)#5 CONT. EACH COURSE Yx" DRYWALL OVER 1 x P.T. WOOD FURRING 016" O.C. MAX. WITH R-4 RIGID INSULATION BETWEEN WOOD BASE FLOORING OVER 4" CONIC. SLAB W1 5.0 5V CRIMP METAL OVER ROOFING ` MEMBRANE, OVER %- MIN. 'CDX' ROOF SHEATHING OVER PRE-ENGINEERED ROOF TRUSSES 024" O.C. MAX. WITH NAILING PER STRUCTURAL NOTES GALV. MI DRIP EDGE, OVER Ix P.T. WOOD NAILER, OVER 2x6 C.R. WOOD FASCIA HURRICANE TIE DOWN, SEE ROOF FRAMING PLAN FOR ALL TIE DOWN INFORMATION T.O. BEAM EL. +8'-0" Y" 'AC' PLYWOOD SOFFIT WITH 8d R.S. NAILS 06" O.C. EDGES AND FIELD. SOFFIT WITH 4"0 SCREEN VENT OPENINGS ®24" O.C. (BETWEEN EACH TRUSS) REVISIO �'4" MIN. STUCCO OVER, 8" CMU WALL WITH (1)#5 VERT. a REINF. IN GROUT FILLED CELL @48" O.C. MAX. (1)#5 HOOK BAR IN GROUT FILLED CELL 048" O.C. MAX. EL. + 1 8 \\-20"06" MF WITH (3)#5 CONT. BOTT. TYPE WALL SECTION SCALE: 3/4" =1' PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT APPROVAL GLASS DESCRIPTION PRODUCT DESIGN PRESSURE BUILDING DESIGN PRESSURE PSF ATTACHMEN METHOD TYPE, SIDE, SPACING & IMBEDMENT OPENING ID MANUFACTURER MODEL # FL# 1435.9 IMPACT +60.0/ -70.0 +31.1/ -41.5 #10 SCREWS OR 3/16" APCON EMBEDDED 1-1/4" INTO FRAMED WALL @EACH FACTORY HOLE WINDOWS PGT INDUSTRIES SH-5500 VINYL FL# 17184.9 IMPACT +50.0/ -50.0 +29.8/ -39.0 *10 x 2-1/2" SCREWS EM SIDES W EDMENT 1-1/4" INTO BUCKS @ 6" FROM CORNERS & 14.5" O.C. ON TWO SCREWS FROM TOP CENTER SETBACK 3" & 7" FRONT ENTRY EXTERIOR DOOR PLASTRO GLAZED FIBERGLASS REAR FRENCH DOORS pLASTPRO SERIES N FIBERGLASS FL# 15220.4 N/A +50.0/ -50.0 +28.8/ -36.9 AND 1-1/4" MIN. EMBEDMENT, ANCHORS REQUIRED 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 2 AT MIDSPAN OLPANEL, DOOR IS (5) 4' PANELS FL# 10-0921.05 N/A +43.5/ -50.0 +28.2/ -31.5 ATTACHED W/ 1/4" x 1-1/4" TAPCON EMBEDDED MIN REQUIRED @ 6-3/4" O.C. MAX. GARAGE DOOR RAYNOR SHOWCASE TC 200 1 - ATTACHED TO SHEATHING W/ #IOx1-1/2" HEX -WASHER WOOD SCREWS TO PENETRATE ROOF EXTREME METAL FABRICATORS, LLC SV CRIMP STEEL ROOF FL# 17022.1 NA I -165 -84.0 THROUGH THE SHEATHING PERIMETER AND A MIN. 3/16" OR 5/8" INTO WOOD PLANK @ 3" O.C. AT THE CORNER AND @ 6" D.C. AT THE FIELD OF THE ROOF FT # 5259-1120 NA +NA/ -45 NA SELF ADHEASIVE ROOFING UNDERLAYMENT POLYGLASS POLYGLASS IR-XE SHUTTERS EASTERN METAL SUPPLY �2' BERTHA SYSTEM FL# 11968-R4 N/A +75 / -80.0 ■ +31.1/-41,5 INSTALL SHUTTERS PER MANUFACTURERS SPECIFICATION AS STATED ON FLORIDA PRODUCT APPROVAL #11968-R4 NOTE: * MAXIMUM 8-2" OPENING 0 T.O. SLAB I EL. +0 -0 - SLOPE_ 12%12" MF WITH (2)#5 CONT. BOTT. F4 FOUNDATION SECTION F4 4.0 SCALE: 3/4" =1'-0" T.O. SLAB EL. VARIES GRADE TE WITH (1)#5 CONT. BOTT. 24"08" MONO WITH (3)#5 CONT. BOTT. 4" GOING. SLAB ! I G� a in V 8" CMU EXTERIOR WALL BEYOND EXPANSION MATERIAL T.O. SLAB PP EL. -0'-1 DRIVEWAY 4" CURB WITH (2)#4 CONT. TOP 4" CONC. SLAB T.O. SLAB EL. VARIES, SEE PLAN 1 ° ° I 1.s,-D" 12'-21" 11-11 " 49'-8" 9,-Q" 9•-6" 11 6'-6" `o LL T.O. SLAB EL -0 -4 - ----- - - - F1 i LD_W. J F1 r— I1 h II �1 I 11 II 1 � I I 1 II I" 1 LJ N II II I � III LREF o ;II "Li - - 2'_Iq„ 2,-6„ 2,� - to - - 1 1 o 0 1 1 n �0-- F4� �T.O. SUB o - - - n E� L. +0 0 n 4 SLAB ON GRADE W/ FIBERMESH OVER I 1 Ev 10 MIL VAPOR BARRIER, ON COMPACTED _ -_ -_ -_ -_ - - _ — -- — — — TERMITE TREATED SUB -SOIL. TYPICAL_7 � 1 f I22"� II '1 x3ATTIC " 7'-2" - II III F1 I ❑ I I I J w1 T.O. SUB w EL, -0'-6" I T.O. SUB 4" SLAB ON GRADE W BERMESH OVER 10 MIL VAPOR BARRIER, ON COMPACTED EL.-0'-1Y�" F1 TERMITE TREATED SUB -SOIL. TYPICAL F5 I 'a I -- -- - �n 2'-4" 8'-4" 6'-8" 6'-6" 49'-8" 20"06" MONO WITH (3)#5 CONT. BOTT. FOUNDATION PLAN SCALE: 1/4" =1'-0" nElinininin #5 VERT. BAR 048" O.C. MAX. IN GROUT FILLED CELL 8" CMU EXTERIOR WALL #5 HOOK BAR 048" O.C. MAX. IN GROUT FILLED CELL w TA. SLAB FINISH GRADE " I= F3 FOUNDATIONSECTION F3 F2 FOUNDATION SECTION F2 4•0 SCALE: 3/4" =1'-0" 1 4•0 SCALE: 3/4" =1'-0" F5 FOUNDATION SECTION F5 4"0 SCALE: 3/4" =1'-0" ACOMMENTS PER OWNER JUNE, 2018 4" CONIC. SLAB T.O. SLAB 20"06" MONO WITH (3)#5 CONT. BOTT. F1 4.0 I N CONCRETE FOUNDATION SCHEDULE MARK SIZE REINFORCING F1 20"x16" MONO (3)#5 CONT. BOTT. F2 21"06" MONO (3)#5 CONT. BOTT. F4 12"02" MONO (2)#5 CONT. BOTT. F5 8"x8" MONO (1)#5 CONT. BOTT. Fs 36"x36"x16" (4)#5 BARS EACH WAY #5 VERT. BAR @48" O.C. MAX. IN GROUT FILLED CELL 8" CMU EXTERIOR WALL #5 HOOK BAR 048" O.C. MAX. IN GROUT FILLED CELL F-FINISH GRADE FOUNDATION SECTION F JOBNO. STRUCTURALLY ENGINEERED BY: ES-17-065 TODD N. SMITH, P.E., INC, (CA #8772) DATE: 10.26.17 914 20th PLACE VERO BEACH, FL. 32960 SHEET NO. 772-559-3699 O FL PE #42082 _ SCALE: 3/4" =1'-0" U J 4 ��` \ v � 0 EP o.� `Vmw�\\AVJJy 1 a a,'a {�# m 5 N U : W u c v a3 w ll 00 LA 0 d U� Z� N Lu .c y� dpY ; 5 V1 O � y i3 x4 "0 , L4- Wo \1111u 11T1,,,7/ UJ CI •.. .•• cy� allo \�\�� =o y�• ta. 6 m � _z -w =o za_ .0' Q ��. o J 0 J � w a Z 0 a O O IL W �/'� VJ 0 Q Q m J o > z g [_ 2 J I— U u H U) U w N w � a ¢ w N REVISIONS: O 1 6EEA jLQUL Tl0N AREA UNDER AIR: GARAE AREA: CoV RED ENTRY AREAS TOTAL AREA UNDER ROOF: 0 t REVIE'i 0 U. , F E 8 J 2 2Dig ` EXTERIOR DOOR SCHEDULE MARK UNIT SIZE TYPE .. MANUF. . GLAZING REMARKS POS. NEG. FLUSH NONE 6 RAISE PANELS +32.0 -41.8 161--6 -0" f i�FIfAD , . - fit 32 PANUS +24.9 "27.8 5 0"iC6'-B r(tfNCN . IM ACT t IMPACT GLASS PANEI FIi +30.0 -32.8 WINDOW SCHEDULE MARK TYPE UNIT SIZE MANUF. GLAZING WORKS POS NEG. -lot SH -t X5'-3 PGT IMPACT 1 1 LitfS, EGRESS +32.0 --34,$ SH 3'-1 3 --6" PGT . PMPACT 1/1 LITES +33.15 —36:3 SH 3—1"XV—Y PGT IMPACT 1/1 GRESS +32 t7 —34.8 SH 3'-1"X3'-6" PGT IMPACT 9 1. LITES, EGRESS +335 —36.3 SH 4'-1"X5'-3' PGT IMPACT 1/1 UTES. +3217 —34.8 1 . INDIAN RIVER 06J 4 20th PLACE . " .. VERO BEACH, FL. 32960 772-559-3699 3so EL PE #42082 GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTE 1. ALL WORK UNDER THIS PERMIT SHALL BE PERFORMED IN STRICT COMPLIANCE THE 2017 FLORIDA BUILDING CODE, (SIXTH EDITION) 2, AS A PREREQUISITE FOR ELIGIBILITY TO BID UNDER THIS CONTRACT, ALL BIDDERS ARE REQUIRED TO CONDUCT AN ON SITE INVESTIGATION OF EXISTING CONDITIONS TO BECOME FAMILIAR WITH THE NATURE AND SCOPE OF WORK. THE BASE BID SHALL REFLECT ANY MODIFICATIONS TO SYSTEMS AND DEVICES REQUIRED BY STATE AND LOCAL CODES OR LANDLORD REQUIREMENTS. SUBMISSION OF A BID CONSTITUTES CERTIFICATION THAT SUCH ON SITE INVESTIGATION HAS BEEN CONDUCTED. FUTURE CLAIMS FOR ADDITIONAL LABOR, EQUIPMENT AND/OR MATERIALS TO ADDRESS ANY DIFFICULTIES WHICH SHOULD HAVE BEEN DETECTED DURING PRE —BID INVESTIGATION OF EXISTING CONDITIONS SHALL BE DENIED. 3. PRIOR TO STARTING CONSTRUCTION, CONTRACTOR SHALL MEET WITH LANDLORD'S DESIGNATED REPRESENTATIVE TO DISCUSS PROCEDURES AND REQUIREMENTS FOR ACCESS TO SITE, WORK HOURS, PARKING, DELIVERIES, REMOVAL OF CONSTRUCTION WASTE AND DEBRIS, TEMPORARY BARRICADES AND GENERAL OPERATIONS WHICH MAY NEED TO BE COORDINATED. 4. CONTRACTOR SHALL PROVIDE AND INSTALL A MINIMUM OF ONE FIVE POUND "ABC" TYPE U.L. LISTED FIRE EXTINGUISHER FOR EVERY 2,500 SQ. FEET OF OFFICE AREA. LOCATION SHALL BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST PRACTICES OF THE CONSTRUCTION TRADES IN A PROFESSIONAL WOKMAN—LIKE MANNER. ANY WORK NOT CONFORMING WITH THESE STANDARDS SHALL BE REJECTED BY THE ARCHITECT AND CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 6. THE CONTRACTOR SHALL WARRANTY ALL LABOR AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION. 7. ALL MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE NEW AND SHALL BE STORED IN SUCH A MANNER AS TO PROTECT THEM FROM THE ELEMENTS AND FROM ANY DAMAGE. 8. ALL WOOD MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED WITH AN APPROVED PRESERVATIVE 9, ALL WOOD BLOCKING WITHIN FIRE RATED DEMISING WALLS, METAL FRAMED WALLS AND ABOVE FINISHED CEILING SHALL BE FIRE LABELED WOOD WITH A MINIMUM FLAME SPREAD RATING OF 25. 10. CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS AND SPECIFICATIONS PROVIDED BY EQUIPMENT MANUFACTURERS AND SUPPLIERS PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL KEEP WORK AREAS CLEAN AND REMOVE ALL CONSTRUCTION DEBRIS FROM THE SITE. CONTRACTOR SHALL EMPLOY REASONABLE MEASURES TO PROTECT THE EXISTING PREMISES FROM DAMAGE AND SHALL BE LIABLE FOR ANY NEEDED REPAIRS. /C\ COMMENTS PER ST. LUCIE COUNTY APRIL 30, 2018 IN PROJECT NAME HIGHLANDS MODEL '.° 2.0 3.0 Vero Beach, Florida 4.0 5.0 PROJECT PROFESSIONALS STRUCTURALLY EN(OINEERED BY: TODD N. SMITH, P.E., INC. (CA #8772) 914 20th P VERO BEACH, 772-559 FL PE #4: ACE = L. 32960 599 082 DESIGN PROFESSIONAL SHEET INDEX T44-?IT * /80-3-0754, TITLE SHEET STRUCTURAL NOTES FLOOR PLAN & EXTERIOR ELEVATIONS STRUCTURAL PLAN/ WALL SECTION AND DETAILS ELECTRICAL PLAN AND SANITARY WASTE ISOMETRIC EXPO STUDIOS, INC_ Drafting and Design Services 4285 SW Martin Highway, Palm City, FL 34990 Cell: 772.233.9936 Email: info@expostudiosinc.com expo 4 � p Sj I*��� Inc.com ALL MANUFACTURES TABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROvED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RfOUIRHD BKFIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTIc ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD I�✓�'�� gt; LT-�[ �Q1�1`TY B Lvc toN idi' ]Bk W P® L 11LAJEW b DAtI PLAN . NUT MUST BE I MPT ON JOB i CPR No ' SPECTiON WILL AR MOO, TERMITE TREATMENT REQU"4_�) ST. Lucie Permitting Z.F m uV \ \ u E.0 o \\�j\ a-+ m � N O 555555 r2 a LJ �� (7d T '912 iS '-,Y4 Lt W /Q 3 W 01.��\ N Uu Z> uj 'C y� 0 C a + X+ We J W Cu r) 0 ° LL V J 0 O Z v Q a� 2 � 'n J V Mr m z U y w � o i a a REVISIONS: ND' 4?oa ,, ss •. RIDrAj 2018 AtA � fl SG `` o�l� 65 10.26.17 SHEET NO. 1.0 GENERAL CONSTRUCTION NOTES PROJECT TAME SHEET INDEX GENERAL CONSTRUCTION NOTES ! 1. ALL WORK UNDER THIS PERMIT SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE 2014 FLORIDA BUILDING CODE, FIFTH EDITION, 2. AS A PREREQUISITE FOR ELIGIBILITY TO BID UNDER THIS CONTRACT, ALL BIDDERS ARE REQUIRED TO CONDUCT AN ON SITE INVESTIGATION OF EXISTING CONDITIONS TO BECOME FAMILIAR WITH THE NATURE AND SCOPE OF WORK. THE BASE BID SHALL REFLECT ANY MODIFICATIONS TO SYSTEMS AND DEVICES REQUIRED BY STATE AND LOCAL CODES OR LANDLORD REQUIREMENTS. SUBMISSION OF A BID CONSTITUTES CERTIFICATION THAT SUCH ON SITE INVESTIGATION HAS BEEN CONDUCTED. FUTURE CLAIMS FOR ADDITIONAL LABOR, EQUIPMENT AND/OR MATERIALS TO ADDRESS ANY DIFFICULTIES WHICH SHOULD HAVE BEEN DETECTED DURING PRE -BID INVESTIGATION OF EXISTING CONDITIONS SHALL BE DENIED. 3. PRIOR TO STARTING CONSTRUCTION, CONTRACTOR SHALL MEET WITH LANDLORD'S DESIGNATED REPRESENTATIVE TO DISCUSS PROCEDURES AND REQUIREMENTS FOR ACCESS TO SITE, WORK HOURS, PARKING, DELIVERIES, REMOVAL OF CONSTRUCTION WASTE AND DEBRIS, TEMPORARY BARRICADES AND GENERAL OPERATIONS WHICH MAY NEED TO BE COORDINATED. 4. CONTRACTOR SHALL PROVIDE AND INSTALL A MINIMUM OF ONE FIVE POUND "ABC" TYPE U.L. LISTED FIRE EXTINGUISHER FOR EVERY 2,500 SQ. FEET OF OFFICE AREA. LOCATION SHALL BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST PRACTICES OF THE CONSTRUCTION TRADES IN A PROFESSIONAL WOKMAN-LIKE MANNER. ANY WORK NOT CONFORMING WITH THESE STANDARDS SHALL BE REJECTED BY THE ARCHITECT AND CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 6. THE CONTRACTOR SHALL WARRANTY ALL LABOR AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION. 7. ALL MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE NEW AND SHALL BE STORED IN SUCH A MANNER AS TO PROTECT THEM FROM THE ELEMENTS AND FROM ANY DAMAGE. 8. ALL WOOD MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. 9. ALL WOOD BLOCKING WITHIN FIRE RATED DEMISING WALLS, METAL FRAMED WALLS AND ABOVE FINISHED CEILING SHALL BE FIRE LABELED WOOD WITH A MINIMUM FLAME SPREAD RATING OF 25. 10. CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS AND SPECIFICATIONS PROVIDED BY EQUIPMENT MANUFACTURERS AND SUPPLIERS PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL KEEP WORK AREAS CLEAR AND REMOVE ALL CONSTRUCTION DEBRIS FROM THE SITE. CONTRACTOR SHALL EMPLOY REASONABLE MEASURES TO PROTECT THE EXISTING PREMISES FROM DAMAGE AND SHALL BE LIABLE FOR ANY NEEDED REPAIRS. HIGHLANDS MODEL Vero Beach, Florida PROJECT PROLE-'ASIONALS STRUCTURALLY ENGINEERED BY: T14.) N. ')MITI P.E., INC. (CA #87 2) 914 20th PLACE VERO BEACH FL.. 32960 772-559-36 9 FL PE #420 2 1.0 TITLE SHEET 2.0 STRUCTURAL NO fES 3.0 FLOOR PLAN & EXTERIOR ELEVATIONS 4.0 STRUCTURAL PLAW WALL SECTION AND DETAILS 5.0 ELECTRICAL PLAT,: AND SANITARY WASTE ISOMETRIC DESIGN PROFESSIONAL ES1 EXPC> STU 01C )S, I IV C_ D r a f t i n g a n d D e s i g n Services 4I85 SW Martin Highway, Palm City, FL 34990 Cell: 772.233.9936 Email: info@expostudiosinc.com @Xp0 1 in4a.4cc>m FDOH in St. Luj_:c Cu�an'y Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # ,1 L2j;31 & Well # Date: VM l �., /7 Reviewlsr: ` ITHI/ SSE' 1b.11 .• �V NrtiO •� W '. RECEIVED MAR 2 6 2018 ST, Lode County, Permitting E NO `\\\ C o J 0 \\\ \ C 1.1 A C YY ••• c (�, > "N' N O 5 ; N v � rL� =vo U C Uj v a� W •� N W 0 0 C C iL 4- 4-. x W W 0 M cn O 2 O LL z 0 U z Q t] ) ~ J S o til w ki W W 'o 0 w � o a ¢ y REVISIONS: JOB NO. ES-1'7-065 DATE: 10.26.17 r I N SHEET NO. 1.0 IT #' ISO$ . 075CO ILI VA DESCRIPTION: THE SOUTH 1/2 OF THE NORTH 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 34 SOUTH, RANGE 39 EAST, LESS THE WEST 1/2 AND THE NORTH 30 FEET AND LESS AND EXCEPTING ALL EXISTING RIGHTS OF WAY THEREOVER FOR PUBLIC ROAD AND DRAINAGE CANAL PURPOSES SET 5/8" IRON ROD/CAP "LS3335" x GRAVEL ROAD \\-\\-\\-\\ -\\-P S 89'38'52" E 664,89' 6.6 N LINE S1/2 N1/2 SE 1/4 SE' 1/4 ❑ S 89'38'52" E 664.89' o ❑ SET 5/8" IRON - 6.9, "' _j ROD/CAP "LS3335" N _ x- X- X x x- FOUND 4" X 4" x --x-X - CONCRETE MONUMENT NO IDENTIFICATION 7.2' 10.0' EAST PROPOSED AVAILABLE AREA SET 5/8" IRON SY EMOR 1500 SEPT(SQUARE N 89'38'52" W 589.88' 30' ACCESS EASEMENT o 0 NOT PLATTED S 89'38'52" E 589.90' ROD/CAP "LS3335" EXISTING POND N FEETzo 11MHAFL11 MEAN HIGH SITE ELEVATION = 18.5 to ANNUAL FLOOD LINE ELEVATION = 18.0 NAVD 88 \ w (n + Ltj V) 5.7 N _ \ N X Z 00 X W N \ oW on x co 53 I a . _ rn X � O � Z N N O X 0 NO WELLS, SEPTIC SYSTEMS N x OR WATER OBSTRUCTIONS WITHIN 75 FEET x I x I x FOUND 4" X 4" CONCRETE MONUMENT NO IDENTIFICATION I x I S 89'36'56" E 665.01' 11.4' ♦y WOOD DECK COVERED WOOD DECK 159.4' vo ---SET 5/8" IRON ROD/CAP "LS3335" FOUND 4" X 4" CONCRETE MONUMENT NO IDENTIFICATION 10.0' EAST 75' MINIMU 9 h k RESIDENCE --/ UNDER CONSTRUCTION FORM BOARD ELEVATION = 21.5 NAVD 88 ANCHOR %5' MINIMUM GON� 0 _----EXISTING SEPTIC TANK TO BE ABANDONED UP M N N BENCHMARK: CORNER OF CONCRETE ELEVATION = 19.0 (NAVD88) �- GRAVEL ROAD 3.6' X 5.1' SHED PROPOSED WATER SUPPLY LINE 25' MINIMUM SET 5/8" IRON ROD/CAP "LS3335" I o� 0 O CO SET 5/8" IRON 00 GRAVEL ROAD ROD/CAP "LS3335" -u-u-u u- NO WELLS, SEPTIC SYSTEMS OR WATER OBSTRUCTIONS WITHIN 75 FEET 6.1' x- X - x- x- x- X- X- x- X } X- X rn ^lb. NO WELLS, SEPTIC SYSTEMS OR WATER OBSTRUCTIONS WITHIN 75 FEET 286.0' / 6.0, x-x-x-x1- x- x -x -x -x xX- x- x- x- x-x-X -x -x -X S LINE S1 2 N1 2 SE 1/4 SE 1/4 N 89'36'56" W 590.01' NOT PLATTED NO WELLS, SEPTIC SYSTEMS OR WATER OBSTRUCTIONS WITHIN 75 FEET 2' } 0 25.3' 75' x I x I X � 0O U x } z O x w Of o M � �� W 11 x Q -to 4.6' z p ' � r� a 5.2' u x I x 0 x Ld O, x Q x X- X- X- x- X- X 6.0' 23.6' SET 5/8" IRON --�_I ROD/CAP "LS3335" 75 rn E QUARTER CORNER SECTION 10-34-39 CALCULATED LOCATION 0' 30' 60, 90, SCALE 1" = 30' cn St. u le Co. Dat It. - 7 5.0' FOOli in St. Lucie County Approved &rviroranenbd Health PROPOSED DRAINAGE FLOW = Sde Plan Approvep for construction Supersedes AN Pneirpus Site Flans for OSTDS p 5'( - 1 2,723 & to # Date: 5 I M A P OF BOUNDARY SURVEY Reviewer. SURVEY REPORT 1.) NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. 11.) THE SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALK WITHOUT THE SIGNATURE REVISIONS: 4/24 18 BY: REVISIONS: BY: MIXON LAND SURVEYING, INC. 2.) THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER CERTIFIED T0: FORM BOARD TIE IN SURVEY 4 24 18 RAM FLORIDA LICENSED SURVEYOR AND MAPPER. 12.) THIS SURV& FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051, FLORIDA 12450 NE 2fiTH AVENUE 3. ONLY VISIBLE ENCROACHMENTS AND IMPROVEMENTS, IF ANY, ARE SHOWN HEREON UNLESS ADMINISTRATIVE CODE. ALL FIELD MEASURED CONTROL MEASURE ENTS EXCEEDED THE ACCURACY OKEECHOBEE FLORIDA 34972 REQUIREMENTS FOR THIS CLASSIFICATION. 863 7TI 0990 OTHERWISE NOTED. 13.) BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF SOO 1'36"W ALONG THE STATE OF FLORIDA CERTIFICATE NO. "L.B. 4199" 4.) DESCRIPTION FURNISHED BY CLIENT. WEST R/W LINE OF FORT PIERCE FARMS WATER CONCTROL DIS RICT CANAL N0. 6. BRION PAULEY 5.) PARCEL SUBJECT TO ALL EASEMENTS, RESERVATIONS, RESTRICTIONS, AND RIGHTS OF WAY. 14.) THIS SURVEY REMAINS THE PROPERTY AT MIXON LANDS RICT CAN, INC. LEGEND: FH = FIRE HYDRANT (PR) = PRO -RATED POB = POINT OF BEGINNING R/W = RIGHT OF WAY EOW = EDGE OF WATER JOB N0. 16-010 6.) ALL LOT DIMENSIONS ARE PLAT AND MEASURED, UNLESS OTHERWISE NOTED 15.) WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED D MENSIONS, UP = WOOD UTILITY POLE PH = PH dNE (D} =DEED POC =POINT OF COMMENCEMENT D.E. DRAINAGE EASEMENT CS = CATCH BASIN 18 010ILE 7.} PROPOSED SITE PLAN SUBJECT TO APPROVAL BY GOVERNING AGENCIES. ORB = OFFICIAL RECORD BOOK U.E. = UTILITY EASEMENT MEP = CORRUGATED END SECTION d�l 8.) PARCEL CONTAINS: SUBJECT SQUARE FEET L G ACRES MORE ES LESS. = GUY ANCHOR SS - SEWER SERVICE (P) = PLAT R = RADIUS 0 CMP = CC RUGATED METAL PIPE BYIRAM 17.) ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STA ES STANDARDS AND ARE IN FEET. -!/- = OVERHEAD UTILITY WM = WATER METER (M) = MEASURED L = ARC LENGTH XO• = EXISTING ELEVATION RCP = REINFORCED CONCRETE SURVEY DATEt R AR MIXON 0 I I D PIPE - 0• 2/18/18 9.) STREET ADDRESS: 5333 EATEDIN AVENUE 18J ADDITIONS DR DELETIONS TO SURVEY MAPS OR REPORTS BY DT ER THAN THE SIGNING -X- = FENCELINE ® = WELL (C} -CALCULATED A = DELTA ANGLE • PROPOSED ELEVATION SMH = SEWER MANHOLE PROFESSION L S VEYOR AND MAPPER 0 10.) PARCEL GRAPHICALLY LOCATED IN FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) PARTY DR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. TV = CABLE RISER WV = WATER VALVE ELEV.= ELEVATION C/L = CENTERLINE TOB = TOP OF BANK DMH = DRAINAGE MANHOLE STATE OF FLORIDA CERTIFICATE NO, 'L,S, 3335' FTHTEET 1 OF 1 ZONE X, COMMUNITY PANEL No.12111 C0070. w U) w to N Z N N w z J K4 X l X S 89'38'52" E 664.89' SET 5/8" IRON ROD/CAP "LS3335" FOUND 4" X 4" CONCRETE MONUMENT NO IDENTIFICATION 10.0' EAST SET 5/8" IRON ROD/CAP "LS3335" DESCRIPTION: THE SOUTH 1/2 OF THE NORTH 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 34 SOUTH, RANGE 39 EAST, LESS THE WEST 1/2 AND THE NORTH 30 FEET AND LESS AND EXCEPTING ALL EXISTING RIGHTS OF WAY THEREOVER FOR PUBLIC ROAD AND DRAINAGE CANAL PURPOSES SET 5/8" IRON ROD/CAP "LS3335" GRAVEL ROAD ��- UP N LINE S1/2 N1/2 SE 1/4 SE 1/4 o S 89'38'52" E 664.89' w 0 0 Z U -) X.-._x-xx- x-x-x-x-Y i `F + w cr) -� + LLJ Ld N 5.7' O N J \ N x X Z 00 w O O Ld x g 3 IN IL \_ x O Z N N o X O NO WELLS, SEPTIC SYSTEMS x OR WATER OBSTRUCTIONS WITHIN 75 FEET x I x x FOUND 4" X 4" CONCRETE MONUMENT ' NO IDENTIFICATION X I S 89*36*56" E 665.01' EXISTING POND "MHAFL" MEAN HIGH ANNUAL FLOOD LINE ELEVATION = 18.0 NAVD 88 WOOD DECK -- COVERED WOOD DECK �- SET 5/8" IRON ROD/CAP "LS3335" FOUND 4" X 4" CONCRETE MONUMENT NO IDENTIFICATION 10.0' EAST PROPOSED AVAILABLE - AREA FOR SEPTIC m SYSTEM =1500 SQUARE m FEET SITE ELEVATION = 18.5 75' MI IMI1M 5MINIMUM -1.0, �n of LO SET 5/8" IRON ROD/CAP "LS3335" N 89'38'52" W 589.88' �--- 30' ACCESS EASEMENT o SET 5/8" IRON jj11UPG 1RAVEL ROAD ROD/CAP "LS3335" - 2. NO WELLS, SEPTIC SYSTEMS NOT PLATTED OR WATER OBSTRUCTIONS S 89'38'5211 E 589.90' WITHIN 75 FEET 6.1' .2' - x-x-x-x-x- x- X- X -x -x -x �x-x o, of 75' NO WELLS, SEPTIC SYSTEMS °' OR WATER OBSTRUCTIONS + 25.3' WITHIN 75 FEET X X 269 �0 286.0' W 380.8' CORNS ON OFCONCRETEOCONCORETE I U O ►� x V) Z Q (NAV088) C ROAD 'QqL � 1-3LO �5. GRAVEL F� x H Q NiNIM(,M EXISTING '9Q � w o WELL x N1 z 3.6' X 5.1' I � w O SHED X o. (� z PROPOSED WATER 4.s' n'�d� G SUPPLY LINE o C n GOB 25' MINIMUM o y X1v n � cli r 5.2' m EXISTING SEPTIC TANK TO BE ABANDONED P ANCHOR ` �� - �� UP / \ Q 6.0' X-X-X-XX- X- X -X -X -X x X-X-X-X-X--X-X -X -X -X S LINE S1 2 N1 2 SE 1/4 SE 1/4 N 89'36'56" W 590.01' NOT PLATTED NO WELLS, SEPTIC SYSTEMS OR WATER OBSTRUCTIONS WITHIN 75 FEET x 0 x w ry X Q A- X 6.0' 23.6' X- X- X- X- X- X SET 5/8" IRON ----1 ROD/CAP "LS3335" ' 75 CD co 0(1 m r Z m rn 0 z 0 I W -P C� I E QUARTER CORNER SECTION 10-34-39 CALCULATED LOCATION 60 r' tt MIN.,SE �K REQ. FRON_ SIDE CNR SIOS A / 0 • u FDOH in St. Lucie County Environmental Health PROPOSED DRAINAGE FLOW = Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # Slo-SF- IRZ9231& Well # Date::_ MAP OF BOUNDARY SURVEY Reviewer:_ �.-- SURVEY REPORT See. C'` , cSrve She uS 1.) NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. 11.) THE SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VA-10 WITHOUT THE SIGNATURE CERTIFIED TO: REVISIONS: BY: REVISiom.- BY: MIXON LAND SURVFYTNG, IN 2.) THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AN MAPPER 12450 NE 26TH AVENUE 12.) THIS SURV& FALLS WITHIN THE SUBURBAN CATEGORY AS C SIFIED IN CHAPTER 5J-17.051, FLORIDA FLORIDA LICENSED SURVEYOR AND MAPPER. ADMINISTRATIVE CODE. ALL FIELD MEASURED CONTROL MEASUREMENTS EXCEEDED THE ACCURACY OKEECHOBEE FLORIDA 34972 3.) ONLY VISIBLE ENCROACHMENTS AND IMPROVEMENTS, IF ANY, ARE SHOWN HEREON UNLESS REQUIREMENTS FOR THIS CLASSIFICATION. 863 763 0990 STATE OF FLORIDA CERTIFICAT 0. "L.B. 4199" 4.) DESCRIPTION FURNISHED BY CLIENT. 13.) BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF SO '21'36"W ALONG THE WEST R/W LINE OF FORT PIERCE FARMS WATER CONCTROL D STRICT CANAL NO. 6, BRION PAULEY JOB N0, 18-010 5J BAREBWISH76dQIC$D70 ALL EASEMENTS, RESERVATIONS, RESTRICTIONS, AND RIGHTS OF WAY. LEGEND: FH =FIRE HYDRANT (PR) =PRO -RATED POB =POINT OF BEGINNING R/W =RIGHT OF WAY EOW = CATCH OF WATER 1` 11 6.) ALL LOT DIMENSIONS ARE PLAT AND MEASURED, UNLESS OTHERWISE Ne�TED 14J THIS SURVEY REMAINS THE PROPERTY OF MIXDN LAND URVEYING, INC. CB = CATCH BASIN d0 7.) PROPOSED SITE PLAN SUBJECT TO APPROVAL BY GOVERNING AGENCIES. 15.) WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS, UP =WOOD UTILITY POLE PH = PHONE (D) = DEED POC = POINT OF COMMENCEMENT D.E. = DRAINAGE EASEMENT ORB =OFFICIAL RECORD BOOK U.E. =UTILITY EASEMENT MES =MITERED END SECTION 8.) PARCEL CONTAINS: 178,159 SQUARE FEET OR 4.09 ACRES MORE Off LESS. � = GUY ANCHOR SS = g�YJER SERVICE (P) =PLAT R = RADIUS 0 CMP = REINFORCED METAL PIPE HYURV 17.) ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED S ATES STANDARDS ANb ARE IN FEET. -//- = OVERHEAD UTILITY WM = WATER METER (M) = MEASURED L = ARC LENGTH X0, =EXISTING ELEVATION RCP =REINFORCED CONCRETE RW4RMIX N SURVEY DATE 9.) STREET ADDRESS: 5333 EMERSON AVENUE 18,) ADDITIONS OR DELETIONS TO SURVEY MAPS DR REPORTS BY THER THAN THE SIGNING -X- = FENCELINE ® = y1ELL (C) =CALCULATED =DELTA ANGLE o0� = PROPOSED ELEVATION SMH =SEWER MANHOLE PROFESSIONAL SURVEYOR AND MAPPER 02/18/18 10.) PARCEL GRAPHICALLY LOCATED IN FEDERAL EMERGENCY MANAGEMENT AGENCY (F,E.M.A.) PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES, C/L = CENTERLINE TOB = TOP OF BANK DMH = DRAINAGE MANHOLE STATE OF FLORIDA CERTIFICATE NO. 'L,S, 3335' SHEET 71 711 ZONE X, COMMUNITY PANEL No.1315-113-0001-000-4 TV =CABLE RISER WV =WATER VALVE ELEV.= ELEVATION EXISTING POND "MHAFL" MEAN HIGH ANNUAL FLOOD LINE ELEVATION = 18.0 NAVD 88 WOOD DECK -- COVERED WOOD DECK �- SET 5/8" IRON ROD/CAP "LS3335" FOUND 4" X 4" CONCRETE MONUMENT NO IDENTIFICATION 10.0' EAST PROPOSED AVAILABLE - AREA FOR SEPTIC m SYSTEM =1500 SQUARE m FEET SITE ELEVATION = 18.5 75' MI IMI1M 5MINIMUM -1.0, �n of LO SET 5/8" IRON ROD/CAP "LS3335" N 89'38'52" W 589.88' �--- 30' ACCESS EASEMENT o SET 5/8" IRON jj11UPG 1RAVEL ROAD ROD/CAP "LS3335" - 2. NO WELLS, SEPTIC SYSTEMS NOT PLATTED OR WATER OBSTRUCTIONS S 89'38'5211 E 589.90' WITHIN 75 FEET 6.1' .2' - x-x-x-x-x- x- X- X -x -x -x �x-x o, of 75' NO WELLS, SEPTIC SYSTEMS °' OR WATER OBSTRUCTIONS + 25.3' WITHIN 75 FEET X X 269 �0 286.0' W 380.8' CORNS ON OFCONCRETEOCONCORETE I U O ►� x V) Z Q (NAV088) C ROAD 'QqL � 1-3LO �5. GRAVEL F� x H Q NiNIM(,M EXISTING '9Q � w o WELL x N1 z 3.6' X 5.1' I � w O SHED X o. (� z PROPOSED WATER 4.s' n'�d� G SUPPLY LINE o C n GOB 25' MINIMUM o y X1v n � cli r 5.2' m EXISTING SEPTIC TANK TO BE ABANDONED P ANCHOR ` �� - �� UP / \ Q 6.0' X-X-X-XX- X- X -X -X -X x X-X-X-X-X--X-X -X -X -X S LINE S1 2 N1 2 SE 1/4 SE 1/4 N 89'36'56" W 590.01' NOT PLATTED NO WELLS, SEPTIC SYSTEMS OR WATER OBSTRUCTIONS WITHIN 75 FEET x 0 x w ry X Q A- X 6.0' 23.6' X- X- X- X- X- X SET 5/8" IRON ----1 ROD/CAP "LS3335" ' 75 CD co 0(1 m r Z m rn 0 z 0 I W -P C� I E QUARTER CORNER SECTION 10-34-39 CALCULATED LOCATION 60 r' tt MIN.,SE �K REQ. FRON_ SIDE CNR SIOS A / 0 • u FDOH in St. Lucie County Environmental Health PROPOSED DRAINAGE FLOW = Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # Slo-SF- IRZ9231& Well # Date::_ MAP OF BOUNDARY SURVEY Reviewer:_ �.-- SURVEY REPORT See. C'` , cSrve She uS 1.) NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. 11.) THE SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VA-10 WITHOUT THE SIGNATURE CERTIFIED TO: REVISIONS: BY: REVISiom.- BY: MIXON LAND SURVFYTNG, IN 2.) THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AN MAPPER 12450 NE 26TH AVENUE 12.) THIS SURV& FALLS WITHIN THE SUBURBAN CATEGORY AS C SIFIED IN CHAPTER 5J-17.051, FLORIDA FLORIDA LICENSED SURVEYOR AND MAPPER. ADMINISTRATIVE CODE. ALL FIELD MEASURED CONTROL MEASUREMENTS EXCEEDED THE ACCURACY OKEECHOBEE FLORIDA 34972 3.) ONLY VISIBLE ENCROACHMENTS AND IMPROVEMENTS, IF ANY, ARE SHOWN HEREON UNLESS REQUIREMENTS FOR THIS CLASSIFICATION. 863 763 0990 STATE OF FLORIDA CERTIFICAT 0. "L.B. 4199" 4.) DESCRIPTION FURNISHED BY CLIENT. 13.) BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF SO '21'36"W ALONG THE WEST R/W LINE OF FORT PIERCE FARMS WATER CONCTROL D STRICT CANAL NO. 6, BRION PAULEY JOB N0, 18-010 5J BAREBWISH76dQIC$D70 ALL EASEMENTS, RESERVATIONS, RESTRICTIONS, AND RIGHTS OF WAY. LEGEND: FH =FIRE HYDRANT (PR) =PRO -RATED POB =POINT OF BEGINNING R/W =RIGHT OF WAY EOW = CATCH OF WATER 1` 11 6.) ALL LOT DIMENSIONS ARE PLAT AND MEASURED, UNLESS OTHERWISE Ne�TED 14J THIS SURVEY REMAINS THE PROPERTY OF MIXDN LAND URVEYING, INC. CB = CATCH BASIN d0 7.) PROPOSED SITE PLAN SUBJECT TO APPROVAL BY GOVERNING AGENCIES. 15.) WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS, UP =WOOD UTILITY POLE PH = PHONE (D) = DEED POC = POINT OF COMMENCEMENT D.E. = DRAINAGE EASEMENT ORB =OFFICIAL RECORD BOOK U.E. =UTILITY EASEMENT MES =MITERED END SECTION 8.) PARCEL CONTAINS: 178,159 SQUARE FEET OR 4.09 ACRES MORE Off LESS. � = GUY ANCHOR SS = g�YJER SERVICE (P) =PLAT R = RADIUS 0 CMP = REINFORCED METAL PIPE HYURV 17.) ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED S ATES STANDARDS ANb ARE IN FEET. -//- = OVERHEAD UTILITY WM = WATER METER (M) = MEASURED L = ARC LENGTH X0, =EXISTING ELEVATION RCP =REINFORCED CONCRETE RW4RMIX N SURVEY DATE 9.) STREET ADDRESS: 5333 EMERSON AVENUE 18,) ADDITIONS OR DELETIONS TO SURVEY MAPS DR REPORTS BY THER THAN THE SIGNING -X- = FENCELINE ® = y1ELL (C) =CALCULATED =DELTA ANGLE o0� = PROPOSED ELEVATION SMH =SEWER MANHOLE PROFESSIONAL SURVEYOR AND MAPPER 02/18/18 10.) PARCEL GRAPHICALLY LOCATED IN FEDERAL EMERGENCY MANAGEMENT AGENCY (F,E.M.A.) PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES, C/L = CENTERLINE TOB = TOP OF BANK DMH = DRAINAGE MANHOLE STATE OF FLORIDA CERTIFICATE NO. 'L,S, 3335' SHEET 71 711 ZONE X, COMMUNITY PANEL No.1315-113-0001-000-4 TV =CABLE RISER WV =WATER VALVE ELEV.= ELEVATION w cn w N z N w z J X X u—u—u—u—�—a—u—u—u S 89'38'52" E 664.89' SET 5/8" IRON ROD/CAP "LS3335" FOUND 4" X 4" CONCRETE MONUMENT NO IDENTIFICATION 10.0' EAST SET 5/8" IRON ROD/CAP "LS3335" d w M � w o V) 5.7' w 0 J N X Z o w � o ``' z cli a � o z NO WELLS, SEPTIC SYSTEMS OR WATER OBSTRUCTIONS WITHIN 75 FEET /FOUND 4" X 4" CONCRETE MONUMENT NO IDENTIFICATION S 89'36156" E 665.01' SET 5/8" IRON ROD/CAP "LS3335" :� _ '�•� —a——u—u n— a—u—u—u UP 6.6' N LINE S1/2 N1/2 SE 1/4 SE 1/4 0 M s.s' z N x —x —x EXISTING OND "MHAFL" M N HIGH ANNUAL FLOOD LINE ELEVATION = 18.0 NAVD E18 / VOOD DE COVERED 1 DECK 159.4 SET 5/8" IRON ROD/CAP "LS3335" FOUND 4" X 4" CONCRETE MONUME NO IDENTIFICATION 10.0' EAST PROPOSED DRAINAGE F C DESCRIPTION: THE SOUTH 1/2 OF THE NORTH 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 34 SOUTH, RANGE 39 EAST, LESS THE WEST 1/2 AND THE NORTH 30 FEET AND LESS AND EXCEPTING ALL EXISTING RIGHTS OF WAY THEREOVER FOR PUBLIC ROAD AND DRAINAGE CANAL PURPOSES SET 5/8" IRON _ ROD/CAP "LS3335" I 07 N 89'38'52" W 589.88' CD .• —� O 30' ACCESS EASEMENT o SET 5/8" IRON 00 — ---' 11OM GRAVELROAD ROD/CAP "LS3335" V u—u —u� u�u—u—�= —u—u -FP —u—o—u —u— u— u— a—u—u—u— %— u —u —u— S 89'38'52" E 664.89' ,_�:: - x—x —x —x— _ h N PROPOSED AVAILABLE AREA FOR SEPTIC m SYSTEM =1500 SQUARE co FEET SITE ELEVATION = 18.5 75, MINIMUM 2. NO WELLS, SEPTIC SYSTEMS NOT PLATTED OR WATER OBSTRUCTIONS 38'52" E 589.90' WITHIN 75 FEET 6.1'A j A 2' — X— X— X— X— X— X— X— X— X— x— x A_ x— X 1 \+ xl:� c6 to Y G� 'S� GPRP `v X BENCHMARK: CORNER OF CONCRETE ELEVATION = 19.0 (NAVD88) GRAVEL ROAD EXISTING WELL 3.6' X 5.1' SHED PROPOSED WATER SUPPLY LINE 25' MINIMUM NO WELLS, SEPTIC SYSTEMS OR WATER OBSTRUCTIONS WITHIN 75 FEET 380.8' 286.0' v � Lo EXISTING SEPTIC TANK TO BE ABANDONED P ANCHOR _ u UP 6.0' x —x —x —x �x— x- x —x —x —x xx —x —x= x- x—x—x —x —x —x S LINE S1/2 N1/2 SE 1/4 SE 1/4 N 89'36'56" W 590.01, NOT PLATTED NO WELLS, SEPTIC SYSTEMS OR WATER OBSTRUCTIONS WITHIN 75 FEET MAP OF BOUNDARY SURVEY SURVEY "Y THIS OFFICE, REPORT 11.) THE SURVEY MAP AND REPORT OR THE COPIES TH REOF ARE NOT VALID WITHOUT THE SIGNATURE ORIGINAL RAISED SEAL OF A AND THE ORIGINAL RAISED SEAL OF FLORIDA LICEN ED SURVEYOR AND MAPPER 12.) THIS SURV& FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051, FLORIDA '�E SHOWN HEREON UNLESS ADMINISTRATIVE CODE. ALL FIELD MEASURED CONTROL MEASUREMENTS EXCEEDED THE ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 13.) BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF S00'21'36"W ALONG THE AND RIGHTS OF WAY. WEST R/W LINE OF FORT PIERCE FARMS WA ER CONCTROL DISTRICT CANAL NO. 6. ..JTIONS, OTHERWISE NOTED 14.) THIS SURVEY REMAINS THE PROPERTY 0:' MIXON LAND SURVEYING, INC, cRNING AGENCIES. 15.) WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. U9 ACRES MORE OR LESS. 17.) ALL MEASUREMENTS ARE IN ACCORDANCE WI H THE UNITED STATES STANDARDS AND ARE IN FEET. EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) 18J AD➢ITIONS OR DELETIONS TO SURVEY MAPS 3R REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT 6F THE SIGNING PARTY OR PARTIES. j07O. CERTIFIED TO: BRION PAULEY 75' 25.3' o� X m 7 Q S'pg0 C I'd I r w o r m X xR zd a w o� ) x ¢ —y 4.6' Z N 0 z o X A_rV U� 4- C"' LyTJ 5.2' x I x O x Of W N x Q � I � x ' 6.0 X—X—X —X —X —x 23.6, SET 5/8" IRON --"_j Ar ROD/CAP "LS3335" BY:I REVISIONS: 75 75.0' E QUARTER CORNER SECTION 10-34-39 CALCULATED LOCATION n. z m m 0 0 z 0 I w W sJ BY: MIXON LAND SURVEYING, I: 12450 NE 26TH AVENUE OKEECHOBEE FLORIDA 34972 863 763 0990 STATE�BF, FLORIDA CERTIFICATE NO. "L.B. 4199" EGEND: FH = FIRE HYDRANT (PR) = PRO -RATED POB = POINT OF BEGINNING R/W = RIGHT OF WAY EOW = EDGE OF WATER UP =WOOD UTILITY POLE PH = PHONE (D) = DEED POC = POINT OF COMMENCEMENT D.E. = DRAINAGE EASEMENT CB = MEP = CATCH BASIN MITERED END SECTION = GUY ANCHOR SS =SEWER SERVICE (P) =PLAT ORB = OFFICIAL RECORD BOOK U.E. = UTILITY EASEMENT CMP =CORRUGATED METAL PIPE %— = OVERHEAD UTILITY WM = WATER METER (M) = MEASURED _ R = ARC I LENGTH x00 = EXISTING ELEVATION PIPE = REINFORCED CONCRETE K— = FENCELINE ® = WELL (C) = CALCULATED A = DELTA ANGLE scj' = PROPOSED ELEVATION SMH =SEWER MANHOLE TV = CABLE RISER WV = WATER VALVE ELEV.= ELEVATION C/L = CENTERLINE TOB = TOP OF BANK OMH = DRAINAGE MANHOLE PROFESSIONAL STATE OF FLORIDA I: AND MAPPER 1 02/18/ NO. 'L,S. 3335" 1 SHEET 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE 6TH EDITION (2017) & ASCE 7-10 3. BUILDING DESIGN IS ENCLOSED BA 4. MEAN ROOF HEIGHT IS 12.0• 5. ROOF PITCH 5/12 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 3.0' I WIND SPEED: (Vult) 160 MPH 3-SECOND GUST (Vosd) 131.7 MPH 3-SECOND GUST 9. WIND EXPOSURE CLASSIFICATION: C 10. SHEAR WALLS WERE CONSIDERED 11. A CONTINUOUS LOAD PATH WAS PROVIDED 12. COMPONENT & CLADDING DETAILED 13. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE (SEE ENGINEERING & TESTING SOIL REPORT) L n COMPONENT & CLADDING NOMINAL PRESSURES ASCE 7-10 (160 MPH - EXP, `C'- Vasd) (ADJUSTMENT FACTOR 1,21) ROOF SLOPES 2,5/12 TO 6/12 (HEIGHT < 15') EFFECTIVE AREA (SO. FT,) ZONE 0 < 10 11 < 20 21 < 50 51 < 100 101 < 500 1 +19,3 -30,6 17,6 - 29,8 +15,3 - 28,6 + 13,6 -27,7 0 2 +19,3 -53.3 +17,6 -49,0 +15,3 -43,3 +13.6 -391 � 3 +19,3 -78.8 17,6 -73.6 +15.3 -66.9 +13,6 -61.8 2 -628 -62.4 -62.4 -62.4 >z .c ox 3 - 4 10 ,9 -94.6 -81,1 -70.9 J q +33,5 -36,3+32.0 -34,8+30,0 -32,8 +26.5 -31,3 +24,9 -27,8 3 5 33,5 -44,8 +32.0 -41.8 +30.0 -37.8 +28,5 -34,8 +24,9 -27,8 0 0 :I END ZONE 5 IS WITHIN A DISTANCE OF 3.33' FROM BUILDING/ROOF CORNERS = (a) 0 L T GABLE I HIP ROOFS 10° < 0 < 300 h < 12.0 ft r.��r uirn,r� r r-(`T!-`BI 7CIPICC L SCALE: NTS WALL WIND DESIGN ZONES_ SCALE: NTS =F STRAP AND TIEDOWN SCHEDULE UPLIFT FORCES SUPPLIED BY THE MANUFACTURER OF THE PRE-ENGINEERED TRUSSES TODD N. SMITH, P.E. INC. MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. CONTRACTOR SHALL VERIFY ALL BEARING FOOTER LOCATIONS WITH FINAL TRUSS ENGINEERING LAYOUT. TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSS TO TRUSS BY TRUSS MANUFACTURER MASON TO MASONRY TRUSS BOND BEAM TO .WOOD FRAMING A 2 8 705/712 ME516 - Al 2 8 705/712 META16 - A2 9 2 7 787/596/278 META16 - B 14 22 12 927/643/443 META16 111 12 14 21 381/935/636 META16 C 11 2 10 748/602/305 META16 Ci 11 2 667/705 META16 - HTU26 C2 11 1 2 667/705 META16 - HTU26 C3 8 1 2 667/705 META16 - HTU26 C4 8 2 667/705 META16 - HTU26 C5 9 2 667/705 META16 - HTU26 C6 10 2 1 670/696 META16 - HTU26 GRA 2 9 1756/1764 VGTL GRB 6 2 3298/2745 VGTL/R GRC 2 Il 1731/1874 T.M.S. VGTL GRG 2 7 614/621 META16 - Jl 3 4 1 2 11/9/134 META16 T,B-L30 J3 3 1 4 1 2 63/13/77 HETA16 T,B-L30 J5 3 1 4 1 2 111/16/105 HETA16 T,B-L30 J7 3 4 2 158/18/134 META16 - T,B-L30 JH 4 5 2 18/153/142 META16 - T-L30,B-LUS24 KJ3 3 4 2 89/24/165 META16 - META16 - B-THJA26 T-LSTA9 KJ7 4 5 2 90/262/333 B-THJA26 T-LUS24 MV2 & MV4 MV6 & MV8 < 190 VTCR NOTE: *- TOP CORD SHALL GET (2) 16d END NAILS, LSTA9 CENTERED ON TOP OF TOP CORD ON GRG GIRDER T.M.S. - TRUSS MANUFACTURER TO SPEC CONNECTION. MASONRY GENE RAL NOTES: 1, MASONRY WALLS ARE TO BE OF THE SIZES AND IN THE CATIONS SHOWN ON THE PLANS SHALL BE CONSTRUCTED IN ACCORDA CE WITH THE PROVISIONS OF ACI 530. THE CONTRACTOR IS TO BE RESPONSIBLE FOR THE LOCATION OF REINFORCING, FORCING PENINGS CHASES, BEAMS, LINTELS ETC., REGARDLESS OF WHETHER lHEY ARE SHOWN ON THE PLANS OR NOT. THE CONTRACTOR IS TO CCDRDINATE THE MASONRY WORK WITH THE OTHER TRADES INVOLVED IN THE PROJECT. 2. HOLLOW LOAD BEARING UNITS: ASTM C90 MADE WITH LIGHTWEIGHT OR NORMAL WEIGHT AGGREGATES. GRADE N-I UNITS SHALL BE ROVIDED FOR EXTERIOR AND FOUNDATION WALLS, GRADE N-I OR 1 UNITS SHALL BE PROVIDED FOR OTHER LOAD BEARING W LLS OR PARTITIONS. 3. CONCRETE BUILDING BRICK: ASTM C55 MADE WITH LIGHTW IGIFT OR NORMAL WEIGHT AGGREGATES, GRADE N-I OR S-1 EXCEPT T T BRICK EXPOSED TO WEATHER SHALL BE N-I. 4. SPECIAL SHAPES: CLOSURES, HEADER UNITS, JAMB UNITS AND THE LIKE SHALL BE PROVIDED AS NECESSARY TO COMPLETE THE WORK AND SHALL CONFORM TO THE APPLICABLE PORTIONS OF THE SPECIFICATIONS FOR THE UNITS WITH WHICH THEY ARE USE. 5. MORTAR: ASTM C270 95, TYPES PREPACK AGED MORTAR NIX WHICH SHALL NOT CONTAIN ANY NONCEMENTITIOUS FILLERS COMBI ED WITH NOT MORE THAN THREE PARTS SAND PER ONE PART MIX. 6, REINFORCING STEEL: ASTM A615 GRADE 60 STEEL DEFORMED BARS WHERE INDICATED ON THE PLANS. WHERE REINFORCING ARS ARE INSTALLED IN THE CELLS OF CONCRETE MASONRY UNITS, THEY SHALL BE SECURED WITH WIRE TIES AT INTERVALS NOT EXCEEDING 24" C/C TO MAINTAIN THE BARS LOCATION IN THE CELL. 7, HORIZONTAL JOINT REINFORCEMENT: ASTM A82 FABRICATED FROM COLD DRAWN STEEL WIRE AND HOT DIP ZINC COATED (AS M A153). IT SHALL CONSIST OF TWO OR MORE PARALLEL, LONGITUDINAL WIRES .1875" DIA. WITH WELD CONNECTED CROSS WIRES .1483" DIA. AT MINIMUM 16" C/C. JOINT REINFORCEMENT IS TO BE INSIALLED IN EVERY OTHER COURSE AND IN THE FIRST TWO COURSES AT THE BOTTOM AND TOP OF WALL OPENINGS AND SHALL EXTEND OT LESS THAN 24 IN. PAST THE OPENING. SPLICES SHALL OVERLAP OT LESS THAN 12". 8. EXECUTION: MASONRY UNITS SHALL BE LAID IN A RUNNI G BOND PATTERN UNLESS NOTED OTHERWISE. THE WALLS SHALL BE CARRIED UP LEVEL AND PLUMB WITHIN THE TOLERANCES SPECIFIE IN ACI 530.1-88, SECTION 2.3.3.2. IF NONSTANDARD DIMENSI NS ARE ENCOUNTERED, BLOCK SHALL BE CUT WITH A MASONRY SA TO FIT, NOT BY STRETCHING OR SHRINKING JOINTS, UNFINISHED WOK SHALL BE STEPPED BACK FOR JOINING WITH NEW WORK. TOOTHING WILL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY APPROVED. DAMAGED UNITS ARE TO BE CUT OUT AND NEW UNITS SET IN PLACE. 9, THE FILLED CELLS AND BOND BEAM BLOCKS OF REINFORCED MASONRY WALLS ARE TO BE FILLED WITH ASTM C476-91, GOUT FOR MASONRY WITH MINIMUM COMPRESSIVE STRESS OF 2000 PSI. AND SLUMP RANGE 8"-11". THE OUTSIDE FACE OF THE BOTTOM BLOCK OF EACH CELL IS TO BE BROKEN OUT FOR INSPE TION OF REINFORCING AND CLEANOUT OF MORTAR DROPPINGS IN UEUL. THE GROUT IS TO BE PUMPED INTO THE CELL IN MAXIMUM EIVE FOOT LIFTS AND IMMEDIATELY VIBRATED TO MINIMIZE ANY VOIDIN OF THE GROUT. RECONSOLIDATE EACH LIFT BY VIBRATING SEVERA INCHES INTO THE PRECEDING LIFT BEFORE PLASTICITY 13 LOST, RECONSOLIDATE THE TOP LIFT AND FILL WITH GROUT ANY S ACE LEFT BY SETTLEMENT SHRINKAGE. iO. CONTRACTOR TO VERIFY THAT ALL MASONRY OPENINGS MA CH FINAL DOOR AND WINDOW SELECTION PRIOR TO LAYOUT OF PILAS ERS AND SHALL NOTIFY ENGINEER OF RECORD IF PILASTER(S) NEE TO BE ADJUSTED BY MORE THAN 6" FROM LOCATION(S) SHOWN ON PLANS. STEEL GENERAL NOTES: 1, ALL STRUCTURAL AND MISCELLANEOUS STEEL ITEMS SHALL ET ASTM A36. ALL DETAILING, FABRICATION AND ERECTION SHALL MEETAISC SPECIFICATIONS INCLUDING COMMENTARIES AND SUPPLEMENT . SHOP PAINT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDAT NS EXCEPT WHERE ENCASED IN CONCRETE. 2. BOLTED FIELD CONNECTIONS SHALL BE MADE WITH ASTM Al BOLTS USING 'TURN -OF -NUT" TIGHTENING METHOD. ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL BE ASTM A307 WITH STAND D HOOKS. TOUCH BARE OR ABRADED SPOTS AFTER ERECTION WITH SHOP PAINT. ALL WELDS SHALL BE MADE BY OPERATORS WHO ARE CERTIFIED BY A.W.S. TO PERFORM THE TYPE OF WORK REQU RED. 3. ALL DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS S ALL MEET THE STANDARD OF THE STEEL JOIST INSTITUTE. UPWAR CONVEX CAMBER SHALL BE PROVIDED AT MANUFACTURER'S OPTION IN ACCORDANCE WITH S.J.L. ENDS OF JOIST RESTING ON STEEL SUPPORTS SHALL BE CONNECTED THERETO WITH AT LEAST 2' OF 3/16" FILLET WELD EACH SIDE OF BEARING. JOISTS BEARINC ON MASONRY OR CONCRETE SHALL BE CONNECTED THERE TOW H (2)3/4"0 EPDXY SET BOLTS EMBED 4 1/2" OR AS OTHERWI 3E DETAILED ON DRAWINGS. PROVIDE A MINIMUM OF 8" OF SOLI MASONRY UNDER THE ENDS OF JOISTS WHERE APPLICABLE. 4. METAL ROOF DECK SHOWN ON THE DRAWINGS SHALL BE 1 /2" TYPE B, COATED, 22 GAUGE STEEL DECK UNLESS NOTED OT ERWISE PROVIDE ALL ACCESSORIES REQUIRED FOR A COMPLETE INST LLATION. DECK SHALL BE ANCHORED BY WELDING THROUGH BOTTOM I IB TO ALL STRUCTURAL SUPPORTS; SPACING OF WELDS NOT TOE EED 15". 5. STRUCTURAL STEEL SUPPLIERS SHALL PROVIDE ALL HOLES III BEAMS, PLATES, LINTELS, ETC., AS REQUIRED BY OTHER TRADES. 6. BEAMS AND LINTELS OVER 7'-0" SHALL BE PROVIDED WITH MINIMUM OF 16" SOLID MASONRY UNDER SUPPORTED END, WHERE APPLICABLE. BEAMS AND LINTELS UNDER 7'-0" LONG SHALL BE PROVIDED WITH A MINIMUM OF 8" SOLID MASONRY UNDER S PPORTED END, WHERE APPLICABLE. 7. STRUCTURAL STEEL SUPPLIER SHALL FURNISH ALL FRAMING OR ROOF OPENINGS AND/OR MECHANICAL EQUIPMENT SUPPORT. 8. MASONRY SHOWN ON STEEL DETAILS IN SHOWN ONLY TO C RIFY STEEL POSITIONS AND IS NOT TO BE CONSTRUED AS CORRE T. REFER TO ARCHITECTURAL SECTIONS AND DETAILS FOR ACTUAL MAS NRY TYPES AND LOCATIONS. CONCRETE GENERAL NOTES 1. EXCEPT WHERE OTHERWISE NOTED, CAST IN PLACE CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES. LOCATION MINIMUM COMPRESSIVE STRENGTH MAXIMUM W/C RATIO FOOTINGS: 4000PSI 0.48 SLAB ON GRADE: 4000PSI 0.48 GRADE BEAMS: 4000PSI 0.48 BEAMS & DECK: COLUMNS: 4000PSI 0.45 SECOND FLOOR SLAB: 4000PSI 0.40 REINFORCED WALLS: 4000PSI 0.45 BOND BEAM/LINTEL: 3500PSI 0.48 FOR ALL CONCRETE, THE PROPORTIONS OF CEMENT, AGGREGATE, AND WATER TO ATTAIN REQUIRED PLASTICITY AND COMPRESSIVE STRENGTH SHALL BE IN ACCORDANCE WITH ACI 318 CODE. CONCRETE SHALL CONTAIN SIX PERCENT, PLUS OR MINUS ONE, (6%+/-1) ENTRAINED AIR THROUGH THE USE OF AIR ENTRAINED CONCRETE OR AN AIR ENTRAINING ADMIXTURE CONFORMING TO ASTM C20. SLUMPS FOR VARIOUS KINDS OF CONSTRUCTION SHALL BE AS FOLLOWS: A LOCATION MAXIMUM MINIMUM FOOTINGS 3" 2" COLUMNS, BEAMS, & DECKS 4" 3" WALLS 4" 3" BOND BEAM/LINTEL 4" 3" 2. CONCRETE EXPOSED TO AIRBORNE SALTS CONCRETE EXPOSED TO AIRBORNE SALTS SHALL HAVE MAXIMUM WATER/CEMENT RATIO OF 0.40. * AS AN ALTERNATE TO THE .40 W/C RATIO, THE CONCRETE EXPOSED TO AIR OR WATER BORNE SALTS IS TO BE TREATED WITH A NON -ORGANIC FORMULATION OF CHEMICALLY REACTIVE SILICATES. THIS FORMULATION IS TO BE PHYSICALLY INJECTED INTO THE SLAB USING PRESSURE TO PROVIDE CORROSION INHIBITION, BUFFER PH, REDUCE POROSITY AND IMPROVE MECHANICAL PROPERTIES. AT ENGINEER'S OPTION, FORMULATION MAY INCLUDE SURFACTANTS TO ALLOW TOPICAL APPLICATION AND MIGRATION. HIGH RANGE WATER REDUCING (HRWR) ADMIXTURE SUCH AS "ADVA" BY W.R. GRACE & CO. SHALL BE USED FOR WORKABILITY. SLUMP RANGE AFTER ADDITION OF HRWR SHALL BE 5-8 INCHES. NO WATER MAY BE ADDED ON SITE. 3. EXCEPT AS SPECIFIED OTHERWISE, CONCRETE SHALL BE READY MIXED AND DELIVERED TO THE PROJECT IN ACCORDANCE WITH ASTM C94. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150YD' OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000W OF SURFACE AREA FOR SLABS OR WALLS. ON A GIVEN PROJECT, IF TOTAL VOLUME OF CONCRETE IS SUCH THAT FREQUENCY OF TESTING REQUIRED AS NOTED ABOVE WOULD PROVIDE LESS THAN FIVE STRENGTH TEST FOR A GIVEN CLASS OF CONCRETE, TESTS SHALL BE MADE FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE BATCHES ARE USED. 4. BEFORE PLACING CONCRETE, ALL DEBRIS, WATER AND OTHER DELETERIOUS MATERIAL SHALL BE REMOVED FROM THE PLACES TO BE OCCUPIED BY THE CONCRETE. THE PLACING OF ALL CONCRETE SHALL _ BE IN ACCORDANCE WITH ACI 318 AND ASTM C94 REQUIREMENTS. PUMPING OF CONCRETE WILL BE PERMITTED ONLY WITH THE ENGINEER OF RECORD'$ APPROVAL OF PROPOSED CONCRETE MIX AND METHOD OF PUMPING. CONCRETE SHALL BE RAPIDLY HANDLED FROM MIXER TO FORMS AND DEPOSITED AS NEARLY AS POSSIBLE TO ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING. CONCRETE TO BE SPADED AND WORKED BY HAND AND VIBRATED TO ASSURE CLOSE CONTACT WITH ALL SURFACES OF FORMS AND REINFORCING STEEL AND LEVELED OFF AT PROPER GRADE TO RECEIVE FINISH. ALL CONCRETE SHALL BE PLACED UPON CLEAN, DAMP SURFACES, VIBRATION SHALL BE APPLIED DIRECTLY TO THE CONCRETE AND SHALL BE SUFFICIENT TO CAUSE FLOW OF SETTLEMENT BUT NOT LONG ENOUGH TO CAUSE SEGREGATION OF THE MIX. OPERATION OF THE VIBRATOR SHALL BE SOLE RESPONSIBILITY OF ONE MAN DURING THE PLACING OF CONCRETE. CONCRETE MORE THAN 90 MINUTES OLD SHALL NOT BE USED UNLESS PRE -APPROVED RETARDERS HAVE BEEN USED IN DESIGN MIX. 5. CONSTRUCTION JOINTS SHALL BE LOCATED IN ACCORDANCE WITH ACI 301. ALL REINFORCING STEEL SHALL BE CONTINUOUS ACROSS JOINTS. IN SLABS ON GRADE, SAW CONTRACTION JOINTS NOT OVER TWENTY FEET CENTER TO CENTER EACH WAY. JOINTS SHALL BE SAWN A MINIMUM DEPTH OF 1/8" AND A MAXIMUM DEPTH OF ONE THIRD OF THE SLAB THICKNESS. SAWING OF THE JOINTS SHALL COMMENCE AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT SAWING WITHOUT EXCESSIVE RAVELING. FILL SAW CUTS WITH APPROVED JOINT FILLER AFTER CONCRETE HAS CURED. 6. CONCRETE, WHEN DEPOSITED, SHALL HAVE A TEMPERATURE NOT BELOW 50 DEGREE F AND NOT ABOVE 90 DEGREE F. THE METHODS AND RECOMMENDED PRACTICES AS DESCRIBED IN ACI 306 SHALL BE FOLLOWED FOR COLD WEATHER CONCRETING AND ACI 305 FOR HOT WEATHER CONCRETING. 7. FRESHLY PLACED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING BY ONE OF THE FOLLOWING METHODS: (1) PONDING OR CONTINUOUS SPRINKLING. (2) ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET. (3) WATERPROOF PAPER CONFORMING TO ASTM C171. (4) APPLICATION OF AN APPROVED CHEMICAL CURING COMPOUND. THE CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS WHEN THE AMBIENT TEMPERATURE ABOVE 50 DEGREE F HAS TOTALED SEVEN. DURING CURING, THE CONCRETE SHALL BE PROTECTED FROM ANY MECHANICAL INJURY, LOAD STRESSES, SHOCK, VIBRATION OF DAMAGE TO FINISHED SURFACES. 8. REINFORCING STEEL BARS SHALL BE DEFORMED IN ACCORDANCE WITH ASTM A305 OR A408 AND FORMED OF ASTM A615-78 GRADE 60 STEEL. WELDED WIRE FABRIC REINFORCING TO BE ASTM A185 STEEL WIRE. ACCESSORIES SHALL CONFORM TO THE CRSI "MANUAL OF STANDARD PRACTICE". THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED OVER REINFORCING BARS: EXPOSED TO EARTH: 3" EXPOSED TO WEATHER: 1 1/2" SUBS NOT EXPOSED TO WEATHER: 3/4" BEAMS AND COLUMNS: 1 1/2" 9. SHOP DRAWING ARE REQUIRED FOR THE FOLLOWING ITEMS: CONCRETE MIX; REINFORCING BARS WITH BENDING SCHEDULE; INSERTS AND ATTACHMENTS; FORM WORK, SHORING AND RESHORING (SIGNED AND SEALED BY THE SPECIALTY ENGINEER RESPONSIBLE FOR DESIGN). /A\COMMENTS PER COUNTY FEB. 20, 2018 ACOMMENTS PER ST. L CIE COUNTY APRIL 16, 2018 TIMBER GENERAL NOTES: FOUN ATION GENERAL NOTES: 1, ROOF TRUSSES (AND FLOOR TRUSSES WHERE SPECIFIED) ARE TO BE 1. L E FLOOR SHALL B 4" THICK 4000 PSI CONCRETE SLAB WITH DESIGNED BY FABRICATOR. THE FABRICATOR IS RESPONSIBLE FOR THE 6X6-W1.4XW1.4 WWF OVER 10 MIL VAPOR BARRIER ON COMPACTED ENGINEER OF RECORD FOR SUBMISSION OF SHOP DRAWINGS TO THE EN R FILL. TOP OF FINISHED SLAB SHALL BE 0'-0" TERMITE TREATED LL 0 N REVIEW AND APPROVAL. THE SHOP DRAWINGS ARE TO INCLUDE THE U.N.O. FOLLOWING MINIMUM INFORMATION: ALLOWABLE LOADS FOR LUMBER AND PLATES; STRESS REDUCTION FACTOR FOR PLATES; TOP AND 2, COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS BOTTOM CHORD DESIGN LOADS IN PLF; SIZE GAUGE AND EXACT DIMENSIONED OTHERWISE. LOCATION BY DIMENSION OF PLATES; SIZES AND LOCATIONS OF TOP AND BOTTOM CHORD BRACING REQUIRED; LUMBER SPECIES AND 3, REFERENCE ELEVATION +0'-0", SEE SURVEY PLOT FOR NGVD. GRADE USED; MANUFACTURER AND MODEL NUMBER OF FRAMING CONNECTIONS TO BE USED; NAME AND TRADEMARK OF PLATE 4, PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS MANUFACTURER AND TRUSS FABRICATOR; PROJECT NAME AND ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. LOCATION; STAMP AND SIGNATURE OF SPECIALITY ENGINEER RESPONSIBLE FOR THE DESIGN. THIS REVIEW AND APPROVAL IS FOR 5, COORDINATE SLAB ELEVATION, STEP, AND SLOPES WITH ARCHITECT GENERAL CONFORMANCE WITH THE DESIGN INTENT AND DOES NOT DRAWINGS. RELIEVE THE FABRICATOR OF ANY LIABILITY FOR ERRORS OR OMISSIONS IN THE FABRICATION OR INSTALLATION OF THESE TRUSSES. 6. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BLDG. 2. ALL COMMON FRAMING LUMBER IS TO MEET THE FOLLOWING MINIMUM 7, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED SPECIFICATIONS AT 19% MOISTURE CONTENT; 2X4,2X6,2X8,2X10; 2X12; WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE #2 SOUTHERN YELLOW PINE, FB=1150PSI, FT=675PSI, FC=565PSI ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS (PERPENDICULAR) AND 1550PSI (PARALLEL), E=1,400,000 SPECIFICATIONS. ACCORDANCE WITH THE 3. ALL WOOD FRAMING IS TO BE IN A Y T 8. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. SPECIFICATIONS OF THE AMERICAN INSTITUTE FOR TIMBER CONSTRUCTION, AMERICAN WOOD PRODUCTS ASSOCIATION AMERICAN g, INDICATES #5 VERTICAL REINFORCING BAR, U.N.O. IN CELLS FILLED PLYWOOD ASSOCIATION AND U.S.D.A. WITH GROUT ENDS OF REBARS SHALL BE HOOKED INTO FOUNDATION, BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90 DEG. TOOK. 4. ALL WOOD IN CONTACT WITH CONCRETE IS TO BE P.T. ALL WOOD IN CONTACT WITH THE GROUND IS TO BE GROUND CONTACT APPROVED. 10.REBARS SHALL BE PLACED AS SHOWN IN THE PLANS. SEE COLUMN SCHEDULE FOR MORE INFORMATION. 5. ROOF SHEATHING SHALL BE 19/32" THICK STANDARD COX PLYWOOD, S ® 6"C C FOR EDGES NAIL TO SUPPORT WITH SD RING SHANK NAIL / 11. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 48 BAR AND 6"C/C FOR INTERMEDIATE SUPPORTS, EAVES AND OVERHANGS A DIAMETERS (#5 = 30", #7 = 42"), AND REINFORCING SHALL BE A SHALL BE NAILED WITH 8D RING SHANK NAILS ® 4"C/C FOR EDGES CON NUOUS. AND 4"C/C FOR INTERMEDIATE SUPPORTS. FORM BOARDS SHALL NOT BE REUSED ON ROOF DIAPHRAGM. FULL SHEETS OF PLYWOOD SHALL 12. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE THE STEEL BE USED WHERE EVER POSSIBLE. ROOFS IN THE TOWN OF PALM REINFORCING FOR THE FOUNDATION. DESIGNED WAS BASED ON AN BEACH MUST HAVE LUMBER OR SOLID SHEATHING OF WOOD BOARDS ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. 3/4" INCH THICK MIN. AND BE FASTENED WITH MIN. 10D COMMON OR 10D HOT DIPPED GALVANIZE BOX NAILS. 13. REINFORCING FOR FOUNDATION SHALL BE CONTINUOUS AROUND CORNERS AND CHANGES OF DIRECTION WITH THE ADDITIO;J OF A 6, PLYWOOD FLOOR SHEETING SHALL BE 3/4" THICK STANDARD CD CORNER BAR 30" ALONG EACH LEG, FOR EACH BAR IN FOUNDATION. INTERIOR GRADE WITH EXTERIOR GLUE, PANEL INDEX 24/2 14.PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF CONFORMING TO US PS-1 AND STAMPED WITH DFPA GRADE -TRADEMARK. PLYWOOD SHALL BE NAILED TO SUPPORTS WITH SUBTERRANEAN TERMITES: TREATMENT SHOULD BE IN ACCORDANCE 10D COMMON NAILS AT 6"C/C FOR EDGES AND AT 12"C/C FOR WITH THE RULES AND LAWS AS ESTABLISHED BY THE DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. COORDINATE INTERMEDIATE SUPPORTS. RECESSES FOR FLOORING WITH ARCHITECTURAL. 7. EXTERIOR WALL SHEATHING WHERE SHOWN SHALL BE A MINIMUM OF 15/32" THICK cox PLYWOOD. NAIL TO SUPPORTS WITH 8D RING LIGHT GAUGE METAL STUD GENERAL NOTE: SHANK NAILS. NAIL SPACING SHALL BE IN ACCORDANCE WITH SHEAR WALL SCHEDULE WHERE NOTED ON PLAN, IF NOT SCHEDULE, ALL LIGHT GAUGE METAL STUDS SHALL BE LOCATED AS SHOWN ON SHEATHING IS TO BE NAILED 6"C/C EDGES AND FIELD. ARCH./STRUCT. DRAWINGS. MANUFACTURER AND/OR SUPPLIER MUST SUBMIT SHOP DRAWINGS WITH PHYSICAL PROPERTY TABLES PRIOR TO 8. IN GENERAL, THE FOLLOWING FRAMING NOTES SHALL APPLY; USE FABRICATION FOR ARCHITECT/ENGINEER'S APPROVAL. ALL LINTELS OVER DOUBLE STUDS UNDER OPENINGS LESS THAN 4'-0" WIDE AND TRIPLE DOOR OPENINGS ARE TO BE DESIGNED AND PROVIDED BY STUD STUDS UNDER OPENINGS 4'-0" WIDE AND LARGER. PROVIDE RIDGING MANUFACTURER/SUPPLIER. ALL STEEL STUDS, TRACKS, BRIDGING, END CONSISTING OF METAL CROSS (SIMPSON NCNB, OR TB), 1X WOOD CLOSURES AND ACCESSORIES SHALL BE HOT -DIPPED GALVANIZED (G60) CROSS OR 2X SOLID WOOD BLOCKING AT 8'-0" MIN. FOR FLOOR PER ASTM A525, STEEL STUDS SHALL BE MANUFACTURED AND INSTALLED JOIST SPANS 10'-0" OR LARGER AND AT 4'-0" FOR ROOF RAFTER IN ACCORDANCE WITH THE LATEST AISI SPECIFICATIONS AND SHALL SPANS 8'-0" AND LARGER. PROVIDE DOUBLE JOIST UNDER PARTITIONS COMPLY WITH ASTM A446, GRADE A, WITH A MINIMUM YIELD 0` 53,000 ABOVE WHICH ARE PARALLEL TO JOIST SPAN. PROVIDE SOLID PSI. MANUFACTURER TO PROVIDE HOLES IN STUDS FOR PASSAGE OF BLOCKING (2X DIMENSION LUMBER) OF MEMBERS IN THE SPAN. THE PIPE AND WIRING. TRACKS SHALL BE SECURELY ANCHORED L THE NUMBER OF WALL STUDS AT THE BEARING POINTS OF MULTIPLE BEAM SUPPORTING STRUCTURE AS SHOWN ON PLANS. STUDS SHALL BE SHALL EXCEED THE NUMBER OF MEMBERS IN THE BEAM BY ONE, PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGES OR WEBS AND THE CENTERLINE OF THE BEAM SHALL BE THE CENTERLINE OF OF BOTH UPPER AND LOWER TRACKS, AT TRACK BUTT JOINTS, ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON THE SUPPORTING WALL STUDS. STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER. SPLICES ARE NOT PERMITTED IN VERTICAL STUDS. 9. EXTERIOR STUD WALLS SHALL WITH PLATE HEIGHT OF NOMINAL 8'-0" SHALL BE FRAMED WITH 2X4'S OR 2X6'S AT 16EXTERIOR STUD WALLS WITH PLATE HEIGHTS GREATER THAN 8'-0" BUT LESS THAN WALLS CONTROL JOINT SAW -CUT SCHEDULE: 10'-0" SHALL BE FRAMED WITH 2X6'S 0 16°C/C EXTERIOR STUD WALLS WITH PLATE HEIGHTS 10'-0" OR GREATER SHALL BE FRAMED AS SHOWN ON THE DRAWINGS. BUCK INSTALLATION NOTES, 1. WINDOW BUCKS ARE TO BE 2X4 OR 2X6, #2 S.Y. PINE, PRESSURE TREATED TO 2.5CCA. BUCKS ARE TO BE FULLY BONDED TO MASONRY WITH SIKA 1A CONSTRUCTION ADHESIVE, FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 2, FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR LESS THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 3. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR GROUTED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. 4, WHERE Y" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH Y4"0 TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR 1Y4" EMBEDMENT AT SPACING SPECIFIED BY N.O.A. 5, DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL. ROUGH OPENING 6'-6" MAXIMUM PER MFOR. i L WINDOW BUCK ANCHORAGE SAW CUT 1/3 DEPTH FILL SAWCUT WITH NON -SHRINK GROUT CONTROL JOINT DETAIL 1/2" J-BOLTS OR: HILTI KBII 12-512 KWIKBOLTS, U.S. ANCHOR W1254, RAWL-STUD 7424 W/2" DIA. X 1/8" WASHERS ur UHKHUL I I I/ 20X6" P.T. ONROUGH OPENING 0 (4) 112" BOLTS REQUIRE REFER TO GARAGE DOOR MANUFACTURER FOR BOLT SPACING A OVERHEAD GARAGE DOOR BUCK C❑NNECTI❑N ON MASONRY DETAIL DE SIGN LOADS FOR: HIGHLANDS MODEL A GRAVITY LOADS ROOF FLOOR ADDITIONAL LIVE LOAD 20 PSF 40 PSF DEAD LOAD 17 PSF 45 PSF TOTAL 37 PSF 85 PSF CODE: 6th ED. FL BUILD CODE (2017) & ASCE 7-10 DRAWING LEGEND SYMBOL DESCRIPTION CONTINUOUS STEM WALL/THK. FTG. SEE ® FOUNDATION DETAILS. 24"X12" STEM FOOTING TYPE FOOTING THICKNESS FOOTING WIDTH CONTINUOUS MONOLITHIC FOOTING SEE FOUNDATION DETAILS. 24"X12" MONO FOOTING TYPE FOOTING THICKNESS FOOTING WIDTH 7 INDIVIDUAL COLUMN FOOTING. SEE L J FOUNDATION DETAILS FOR BASE PLATE AND REINFORCING. 24"X24" 12" CONCRETE MASONRY WALL w/#5 @ MAX. 48" O.C. IN GROUT FILLED CELL VERT. REINF. W/ 2000psi GROUT WHERE INDICATED ON PLANS LOAD BEARING 2X6 OR 2X8 WOOD FRAMED WALL W/ STUDS ® 16" O.C. LOAD BEARING INTERIOR STUD WALL W/ 2X4 ®12" O.C. STUD NONBEARING PARTITION _ = ROOF TRUSS = _ ROOF GIRDER Q SIMPSON" STRONG -TIE FASTENER SECTION DETAIL KEY 1 NUMBER OF SECTION CUT S-X.X SHEET NUMBER WHERE SECTION IS FOUND FOUNDATION SECTION DESIGNATION FOUND ON SHEET S-3 F1 FLOOR ELEVATION LEGEND _LOCATION OF ELEVATION ELEVATION GENERAL NOTE: ALL INQUIRES, RFI'S, SHOP DRAWINGS, ETC SHALL BE SUBMITTED IN WRITTEN, DIGITAL FORMAT VIA EMAIL. NO VERBAL COMMUNICATIONS SHALL BE CONSIDERED FINAL AND ARE SUBJECT TO REVISION. APR 3 0 '018 ST. Luc--- --u- . permitting STRUCTURALLY ENGINEERED BY: TODD N. SMITH, P.E., INC. (CA #8772) 914 20th PLACE VERO BEACH, FL. 32960 772-559-3699 FL PE #42082 �����N c P 0 \�,,o,\. \����� •°' m t1 \v Gyo �� • V ,O C wood'\ 1 R P15 1� 4-J >, m - v L fV O1 N r` @1 t L . 2- C w� V c t� - UjN 0- � E , 3 W I v, a ^©^ ►/� =y:t o� J U 0 L O5 U- v)`L^ C: 0 O Z U Q J 2 � r n J V m A W K W 'o o w a ¢ m REVISIONS: JOB NO. ES-17-065 file C, 7 SHEET NO. L(i DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE 2014, 5TH EDITION & ASCE 7 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS 12.0' 5. ROOF PITCH 5/12 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 3.0' 8. WIND SPEED: (Vult) 160 MPH 3-SECOND GUST (Vasd) 131.7 MPH 3-SECOND GUST 9. WIND EXPOSURE CLASSIFICATION: C 10. SHEAR WALLS WERE CONSIDERED 11. A CONTINUOUS LOAD PATH WAS PROVIDED 12, COMPONENT & CLADDING DETAILED 13. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE (SEE ENGINEERING & TESTING SOIL REPORT) COMPONENT & CLADDING NOMINAL PRESSURES ASCE 7-10 (160 MPH - EXP, 'C'- Vasd) (ADJUSTMENT FACTOR 1,21) ROOF SLOPES 2,5/12 TO 6/12 <HEIGHT < 159 EFFECTIVE AREA (SO, FT,) ZONE 0 < 10 11 < 20 21 < 50 51 < 300 101 < 500 1 +19.3 -30.6 4.17.6 -29.8 +15.3 -28.6 +13.6 -27J 0 2 +19.3 -53.3 +17.6 -49.0 +15.3 -43.3 +13.6 -39,1 3 +19,3 -78,8 17,6 -73,6 +15,3 -66,9 +13,6 -61.8 z 2 -62.4 -62.4 -62.4 -62.4 o= 3 -104.9 -94.6 -81.1 -70.9 4 +335 1 -36,3 +32,0 -34,8 +30,0 -32.8 53 +4,9 -27.8 ia 35 33.5 -44,8 +32,0 -41,8+30,0-37.8+28,5-34.8 +24.9 -27.8 a END ZONE 5 IS WITHIN A DISTANCE OF 3.33' FROM BUILDING/ROOF CORNERS = (a) GABLE 1 HIP ROOFS 10° < () < 300 h < 12.0 ft DnnC 1A7T1\In 7()lllF1; SCALE: NTS 0 WALL WIND DESIGN ZONES SCALE: NTS MEAN ROOF STRAP AND TIEDOWN SCHEDULE UPLIFT FORCES SUPPLIED BY THE MANUFACTURER OF THE PRE-ENGINEERED TRUSSES TODD N. SMITH, P.E. INC. MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. CONTRACTOR SHALL VERIFY ALL BEARING FOOTER LOCATIONS WITH FINAL TRUSS ENGINEERING LAYOUT. TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSS TO TRUSS BY TRUSS MANUFACTURER TRUSS TO MASONRY BOND BEAM TRUSS TO WOOD FRAMING A 2 1 1 8 705/712 META16 - Ai 2 1 8 705/712 META16 - A2 9 2 1 7 787/596/278 META16 - B 14 22 1 12 1 927/643/443 META16 B1 12 14 21 1 381/935/636 META16 c 11 2 10 748/602/305 META16 Cl 11 2 667/705 META16 - HTU26 C2 11 2 667/705 1 META16 - HTU26 C3 8 2 667/705 1 META16 - HTU26 C4 8 2 667/705 META16 - HTU26 C5 9 1 1 2 667/705 META16 - HTU26 C6 10 1 2 670/696 META16 - HTU26 GRA 2 1 9 1756/1764 VGTL GRB 6 1 2 3298/2745 VGTL/R GRC 2 1 11 1731/1874 T.M.S. VGTL GRG 2 1 7 614/621 META16 - 11 3 4 2 11/9/134 META16 T,B-L30 J3 3 4 2 63/13/77 HETA16 T,B-L30 J5 3 4 2 111/16/105 HETA16 T,B-L30 J7 3 4 2 158/18/134 META16 - T,B-L30 JH 4 5 2 18/153/142 META16 - T-L30,B-LUS24 KJ3 3 4 2 89/24/165 META16 - B-THJA26 T-LSTA9 )K KJ7 4 1 s 1 2 90/262/333 META16 - B-THJA26 T-LUS24 MV2 & MV4 MV6 & MV8 190 VTCR NOTE: *- TOP CORD SHALL GET (2) 16d END NAILS, LSTA9 CENTERED ON TOP OF TOP CORD ON GRG GIRDER T.M.S. - TRUSS MANUFACTURER TO SPEC CONNECTION. MASONRY GENERAL NOTES. 1, MASONRY WALLS ARE TO BE OF THE SIZES AND IN THE LOCATIOqS SHOWN ON THE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE W H THE PROVISIONS OF ACI 530. THE CONTRACTOR IS TO 3E RESPONSIBLE FOR THE LOCATION OF REINFORCING, OPENINGS, CHASES, BEAMS, LINTELS ETC., REGARDLESS OF WHETHER THEY E SHOWN ON THE PLANS OR NOT. THE CONTRACTOR IS TO COORDINATE THE MASONRY WORK WITH THE OTHER TRADES INVOLVED IN 71E PROJECT. 2. HOLLOW LOAD BEARING UNITS: ASTM C90 MADE WITH LIGHTWEIGHT DR NORMAL WEIGHT AGGREGATES. GRADE N-I UNITS SHALL BE PROVIDED FOR EXTERIOR AND FOUNDATION WALLS. GRADE N-I OR S-1 UN TS SHALL BE PROVIDED FOR OTHER LOAD BEARING WALLS DR PARTITIONS. 3. CONCRETE BUILDING BRICK: ASTM C55 MADE WITH LIGHTWEIGHT DR NORMAL WEIGHT AGGREGATES, GRADE N-I OR S-1 EXCEPT THAT BRICK EXPOSED TO WEATHER SHALL BE N-I. 4. SPECIAL SHAPES: CLOSURES, HEADER UNITS, JAMB UNITS AND IHE LIKE SHALL BE PROVIDED AS NECESSARY TO COMPLETE THE W RK AND SHALL CONFORM TO THE APPLICABLE PORTIONS OF IiE SP ECIFICATIONS FOR E TH UNITS WITH WHICH THEY ARE USE. 5. MORTAR: ASTM C270-95, TYPE S PREPACKAGED MORTAR MIX WHICH SHALL NOT CONTAIN ANY NONCEMENTITIOUS FILLERS COMBINED WTH NOT MORE THAN THREE PARTS SAND PER ONE PART MIX. 6. REINFORCING STEEL: ASTM A615 GRADE 60 STEEL DEFORMED S WHERE INDICATED ON THE PLANS. WHERE REINFORCING BARS i RE INSTALLED IN THE CELLS OF CONCRETE MASONRY UNITS, THEY SH kLL BE SECURED WITH WIRE TIES AT INTERVALS NOT EXCEEDING 24" C TO MAINTAIN THE BARS LOCATION IN THE CELL. 7, HORIZONTAL JOINT REINFORCEMENT: ASTM A82 FABRICATED FF OM COLD DRAWN STEEL WIRE AND HOT DIP ZINC COATED (ASTM Al!3). IT SHALL CONSIST OF TWO OR MORE PARALLEL, LONGITUDINAL WIRES .1875" DIA. WITH WELD CONNECTED CROSS WIRES .1483" DIA. AT MINIMUM 16" C/C. JOINT REINFORCEMENT IS TO BE INSTALLED IN EVERY OTHER COURSE AND IN THE FIRST TWO COURSES AT IHE BOTTOM AND TOP OF WALL OPENINGS AND SHALL EXTEND NOT L SS THAN 24 IN. PAST THE OPENING. SPLICES SHALL OVERLAP NOT L SS THAN 12". S. EXECUTION: MASONRY UNITS SHALL BE LAID IN A RUNNING 8 NO PATTERN UNLESS NOTED OTHERWISE. THE WALLS SHALL BE CARPED UP LEVEL AND PLUMB WITHIN THE TOLERANCES SPECIFIED IN kCI 530.1-88, SECTION 2.3.3.2. IF NONSTANDARD DIMENSIONS jRE ENCOUNTERED, BLOCK SHALL BE CUT WITH A MASONRY SAW TO NOT BY STRETCHING OR SHRINKING JOINTS. UNFINISHED WORK SH LL BE STEPPED BACK FOR JOINING WITH NEW WORK, TOOTHING WILL OT BE PERMITTED EXCEPT WHERE SPECIFICALLY APPROVED. DAM A ED UNITS ARE TO BE CUT OUT AND NEW UNITS SET IN PLACE. 5. THE FILLED CELLS AND BOND BEAM BLOCKS OF REINFORCED MASONRY WALLS ARE TO BE FILLED WITH ASTM C476-91, GROUT OR MASONRY WITH MINIMUM COMPRESSIVE STRESS OF 2000 PSI. D SLUMP RANGE 8"-11". THE OUTSIDE FACE OF THE BOTTOM BLOCK OF EACH CELL IS TO BE BROKEN OUT FOR INSPECTION OF REINFORCING AND CLEANOUT OF MORTAR DROPPINGS IN CELL. HE GROUT IS TO BE PUMPED INTO THE CELL IN MAXIMUM FIVE FOOT LIFTS AND IMMEDIATELY VIBRATED TO MINIMIZE ANY VOIDING OF HE GROUT. RECONSOLIDATE EACH LIFT BY VIBRATING SEVERAL INC ES INTO THE PRECEDING LIFT BEFORE PLASTICITY IS LOST. RECONSOLIDATE THE TOP LIFT AND FILL WITH GROUT ANY SPACE LEFT BY SETTLEMENT SHRINKAGE. ,J. CONTRACTOR TO VERIFY THAT ALL MASONRY OPENINGS MATCH F114AL DOOR AND WINDOW SELECTION PRIOR TO LAYOUT OF PILASTERS AND SHALL NOTIFY ENGINEER OF RECORD IF PILASTER(S) NEED TO BE ADJUSTED BY MORE THAN 6" FROM LOCATION(S) SHOWN ON PLANI. .STEEL GENERAL NOTES: 1, ALL STRUCTURAL AND MISCELLANEOUS STEEL ITEMS SHALL MEET A A36. ALL DETAILING, FABRICATION AND ERECTION SHALL MEET AISC SPECIFICATIONS INCLUDING COMMENTARIES AND SUPPLEMENTS. SHC PAINT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE ENCASED IN CONCRETE. 2, BOLTED FIELD CONNECTIONS SHALL BE MADE WITH ASTM A325 B01 USING 'TURN -OF -NUT" TIGHTENING METHOD. ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL BE ASTM A307 WITH STANDARD HOOKS. TOUCH BARE OR ABRADED SPOTS AFTER ERECTION WITH SHOP PAINT. ALL WELDS SHALL BE MADE BY OPERATORS WHO ARE CERTIFIED BY A.W.S. TO PERFORM THE TYPE OF WORK REQUIRED. 3, ALL DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS SHALL MEET THE STANDARD OF THE STEEL JOIST INSTITUTE. UPWARD CON CAMBER SHALL BE PROVIDED AT MANUFACTURER'S OPTION IN ACCORDANCE WITH S.J.I.. ENDS OF JOIST RESTING ON STEEL SUPPORTS SHALL BE CONNECTED THERETO WITH AT LEAST 2" OF 3/16" FILLET WELD EACH SIDE OF BEARING. JOISTS BEARING ON MASONRY OR CONCRETE SHALL BE CONNECTED THERE TO WITH (2)3/4"0 EPDXY SET BOLTS EMBED 4 1/2" OR AS OTHERWISE DETAILED ON DRAWINGS. PROVIDE A MINIMUM OF 8" OF SOLID MASONRY UNDER THE ENDS OF JOISTS WHERE APPLICABLE. 4. METAL ROOF DECK SHOWN ON THE DRAWINGS SHALL BE 1 1/2" TYPE B, COATED, 22 GAUGE STEEL DECK UNLESS NOTED OTHERWI PROVIDE ALL ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATII DECK SHALL BE ANCHORED BY WELDING THROUGH BOTTOM RIB TO ALL STRUCTURAL SUPPORTS; SPACING OF WELDS NOT TO EXCEED 5, STRUCTURAL STEEL SUPPLIERS SHALL PROVIDE ALL HOLES IN BEAT PLATES, LINTELS, ETC., AS REQUIRED BY OTHER TRADES. Li. BEAMS AND LINTELS OVER 7'-0" SHALL BE PROVIDED WITH A MINIMUM OF 16" SOLID MASONRY UNDER SUPPORTED END, WHERE APPLICABLE. BEAMS AND UNTELS UNDER 7'-0" LONG SHALL BE PROVIDED WITH A MINIMUM OF 8" SOLID MASONRY UNDER SUPPOF END, WHERE APPLICABLE. 7. STRUCTURAL STEEL SUPPLIER SHALL FURNISH ALL FRAMING FOR R OPENINGS AND/OR MECHANICAL EQUIPMENT SUPPORT. 8. MASONRY SHOWN ON STEEL DETAILS IN SHOWN ONLY TO CLARIFY STEEL POSITIONS AND IS NOT TO BE CONSTRUED AS CORRECT. RE TO ARCHITECTURAL SECTIONS AND DETAILS FOR ACTUAL MASONRY TYPES AND LOCATIONS. CONCRETE GENERAL NOTES: 1. EXCEPT WHERE OTHERWISE NOTED, CAST IN PLACE CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES. LOCATION MINIMUM COMPRESSIVE STRENGTH MAXIMUM W/C RATIO FOOTINGS: 4000PSI 0.48 SLAB ON GRADE: 4000PSI 0.48 GRADE BEAMS: 4000PS1 0.48 BEAMS & DECK: COLUMNS: 4000PSI 0.45 SECOND FLOOR SLAB: 4000PS1 0.40 REINFORCED WALLS: 4000PS1 0.45 BOND BEAM UNTEL: 350OPSI 0.48 FOR ALL CONCRETE, THE PROPORTIONS OF CEMENT, AGGREGATE, AND WATER TO ATTAIN REQUIRED PLASTICITY AND COMPRESSIVE STRENGTH SHALL BE IN ACCORDANCE WITH ACI 318 CODE. CONCRETE SHALL CONTAIN SIX PERCENT, PLUS OR MINUS ONE, (6%+/-1) ENTRAINED AIR THROUGH THE USE OF AIR ENTRAINED CONCRETE OR AN AIR ENTRAINING ADMIXTURE CONFORMING TO ASTM C20. SLUMPS FOR VARIOUS KINDS OF CONSTRUCTION SHALL BE AS FOLLOWS: LOCATION MAXIMUM MINIMUM FOOTINGS 3' 2" COLUMNS, BEAMS, & DECKS 4" 3" WALLS 4" 3" BOND BEAM/LINTEL 4" 3" 2, CONCRETE EXPOSED TO AIRBORNE SALTS CONCRETE EXPOSED TO AIRBORNE SALTS SHALL HAVE MAXIMUM WATER/CEMENT RATIO OF 0.40. * AS AN ALTERNATE TO THE .40 W/C RATIO, THE CONCRETE EXPOSED TO AIR OR WATER BORNE SALTS IS TO BE TREATED WITH A NON -ORGANIC FORMULATION OF CHEMICALLY REACTIVE SILICATES, THIS FORMULATION IS TO BE PHYSICALLY INJECTED INTO THE SLAB USING PRESSURE TO PROVIDE CORROSION INHIBITION, BUFFER PH, REDUCE POROSITY AND IMPROVE MECHANICAL PROPERTIES. AT ENGINEER'S OPTION, FORMULATION MAY INCLUDE SURFACTANTS TO ALLOW TOPICAL APPLICATION AND MIGRATION. HIGH RANGE WATER REDUCING (HRWR) ADMIXTURE SUCH AS "ADVA" BY W.R. GRACE & CO. SHALL BE USED FOR WORKABILITY. SLUMP RANGE AFTER ADDITION OF HRWR SHALL BE 5-8 INCHES. NO WATER MAY BE ADDED ON SITE. 3. EXCEPT AS SPECIFIED OTHERWISE, CONCRETE SHALL BE READY MIXED AND DELIVERED TO THE PROJECT IN ACCORDANCE WITH ASTM C94. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150YD' OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000FT' OF SURFACE AREA FOR SLABS OR WALLS. ON A GIVEN PROJECT, IF TOTAL VOLUME OF CONCRETE IS SUCH THAT FREQUENCY OF TESTING REQUIRED AS NOTED ABOVE WOULD PROVIDE LESS THAN FIVE STRENGTH TEST FOR A GIVEN CLASS OF CONCRETE, TESTS SHALL BE MADE FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE BATCHES ARE USED, 4. BEFORE PLACING CONCRETE, ALL DEBRIS, WATER AND OTHER DELETERIOUS MATERIAL SHALL BE REMOVED FROM THE PLACES TO BE OCCUPIED BY THE CONCRETE. THE PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318 AND ASTM C94 REQUIREMENTS. PUMPING OF CONCRETE WILL BE PERMITTED ONLY WITH THE ENGINEER OF RECORD'S APPROVAL OF PROPOSED CONCRETE MIX AND METHOD OF PUMPING. CONCRETE SHALL BE RAPIDLY HANDLED FROM MIXER TO FORMS AND DEPOSITED AS NEARLY AS POSSIBLE TO ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING. CONCRETE TO BE SPADED AND WORKED BY HAND AND VIBRATED TO ASSURE CLOSE CONTACT WITH ALL SURFACES OF FORMS AND REINFORCING STEEL AND LEVELED OFF AT PROPER GRADE TO RECEIVE FINISH. ALL CONCRETE SHALL BE PLACED UPON CLEAN, DAMP SURFACES. VIBRATION SHALL BE APPLIED DIRECTLY TO THE CONCRETE AND SHALL BE SUFFICIENT TO CAUSE FLOW OF SETTLEMENT BUT NOT LONG ENOUGH TO CAUSE SEGREGATION OF THE MIX. OPERATION OF THE VIBRATOR SHALL BE SOLE RESPONSIBILITY OF ONE MAN DURING THE PLACING OF CONCRETE. CONCRETE MORE THAN 90 MINUTES OLD SHALL NOT BE USED UNLESS PRE -APPROVED RETARDERS HAVE BEEN USED IN DESIGN MIX. 5. CONSTRUCTION JOINTS SHALL BE LOCATED IN ACCORDANCE WITH ACI 301. ALL REINFORCING STEEL SHALL BE CONTINUOUS ACROSS JOINTS. IN SLABS ON GRADE, SAW CONTRACTION JOINTS NOT OVER TWENTY FEET CENTER TO CENTER EACH WAY. JOINTS SHALL BE SAWN A MINIMUM DEPTH OF 1/8" AND A MAXIMUM DEPTH OF ONE THIRD OF THE SLAB THICKNESS. SAWING OF THE JOINTS SHALL COMMENCE AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT SAWING WITHOUT EXCESSIVE RAVELING. FILL SAW CUTS WITH APPROVED JOINT FILLER AFTER CONCRETE HAS CURED. 6. CONCRETE, WHEN DEPOSITED, SHALL HAVE A TEMPERATURE NOT BELOW 50 DEGREE F AND NOT ABOVE 90 DEGREE F. THE METHODS AND RECOMMENDED PRACTICES AS DESCRIBED IN ACI 306 SHALL BE FOLLOWED FOR COLD WEATHER CONCRETING AND ACI 305 FOR HOT WEATHER CONCRETING. 7. FRESHLY PLACED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING BY ONE OF THE FOLLOWING METHODS: (1) PONDING OR CONTINUOUS SPRINKLING. (2) ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET. (3) WATERPROOF PAPER CONFORMING TO ASTM C171. (4) APPLICATION OF AN APPROVED CHEMICAL CURING COMPOUND. THE CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS WHEN THE AMBIENT TEMPERATURE ABOVE 50 DEGREE F HAS TOTALED SEVEN. DURING CURING, THE CONCRETE SHALL BE PROTECTED FROM ANY MECHANICAL INJURY, LOAD STRESSES, SHOCK, VIBRATION OF DAMAGE TO FINISHED SURFACES. 8. REINFORCING STEEL BARS SHALL BE DEFORMED IN ACCORDANCE WITH ASTM A305 OR A408 AND FORMED OF ASTM A615-78 GRADE 60 STEEL, WELDED WIRE FABRIC REINFORCING TO BE ASTM A185 STEEL WIRE. ACCESSORIES SHALL CONFORM TO THE CRSI "MANUAL OF STANDARD PRACTICE". THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED OVER REINFORCING BARS: EXPOSED TO EARTH: 3" EXPOSED TO WEATHER: 1 1/2" SLABS NOT EXPOSED TO WEATHER: 3/4' BEAMS AND COLUMNS: 1 1/2" 9. SHOP DRAWING ARE REQUIRED FOR THE FOLLOWING ITEMS: CONCRETE MIX; REINFORCING BARS WITH BENDING SCHEDULE; INSERTS AND ATTACHMENTS; FORM WORK, SHORING AND RESHORING (SIGNED AND SEALED BY THE SPECIALTY ENGINEER RESPONSIBLE FOR DESIGN). TIMBER GENERAL NOTES: 1. ROOF TRUSSES (AND FLOOR TRUSSES WHERE SPECIFIED) ARE TO BE DESIGNED BY FABRICATOR. THE FABRICATOR IS RESPONSIBLE FOR THE SUBMISSION OF SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. THE SHOP DRAWINGS ARE TO INCLUDE THE FOLLOWING MINIMUM INFORMATION: ALLOWABLE LOADS FOR LUMBER AND PLATES; STRESS REDUCTION FACTOR FOR PLATES; TOP AND BOTTOM CHORD DESIGN LOADS IN PLF; SIZE GAUGE AND EXACT LOCATION BY DIMENSION OF PLATES; SIZES AND LOCATIONS OF TOP AND BOTTOM CHORD BRACING REQUIRED; LUMBER SPECIES AND GRADE USED; MANUFACTURER AND MODEL NUMBER OF FRAMING CONNECTIONS TO BE USED; NAME AND TRADEMARK OF PLATE MANUFACTURER AND TRUSS FABRICATOR; PROJECT NAME AND LOCATION; STAMP AND SIGNATURE OF SPECIALITY ENGINEER RESPONSIBLE FOR THE DESIGN. THIS REVIEW AND APPROVAL IS FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT AND DOES NOT RELIEVE THE FABRICATOR OF ANY LIABILITY FOR ERRORS OR OMISSIONS IN THE FABRICATION OR INSTALLATION OF THESE TRUSSES. 2. ALL COMMON FRAMING LUMBER IS TO MEET THE FOLLOWING MINIMUM SPECIFICATIONS AT 19% MOISTURE CONTENT; 2X4,2X6,2X8,2X10; 2X12; #2 SOUTHERN YELLOW PINE, FB=1150PSI, FT-675PSI, FC=565PSI (PERPENDICULAR) AND 155OPS1 (PARALLEL), E=1,400,000 3. ALL WOOD FRAMING IS TO BE IN ACCORDAN CE WITH THE SPECIFICATIONS OF THE AMERICAN INSTITUTE FOR TIMBER CONSTRUCTION, AMERICAN WOOD PRODUCTS ASSOCIATION, AMERICAN PLYWOOD ASSOCIATION AND U.S.D.A. 4. ALL WOOD IN CONTACT WITH CONCRETE IS TO BE P.T. ALL WOOD IN CONTACT WITH THE GROUND IS TO BE GROUND CONTACT APPROVED. 5. ROOF SHEATHING SHALL BE 19/32" THICK STANDARD COX PLYWOOD, NAIL TO SUPPORT WITH 8D RING SHANK NAILS 0 6"C/C FOR EDGES AND VC/C FOR INTERMEDIATE SUPPORTS. EAVES AND OVERHANGS SHALL BE NAILED WITH SD RING SHANK NAILS 0 4"C/C FOR EDGES AND 4"C/C FOR INTERMEDIATE SUPPORTS. FORM BOARDS SHALL NOT BE REUSED ON ROOF DIAPHRAGM. FULL SHEETS OF PLYWOOD SHALL BE USED WHERE EVER POSSIBLE. ROOFS IN THE TOWN OF PALM BEACH MUST HAVE LUMBER OR SOLID SHEATHING OF WOOD BOARDS 3/4" INCH THICK MIN. AND BE FASTENED WITH MIN, 10D COMMON OR 10D HOT DIPPED GALVANIZE BOX NAILS. 6. PLYWOOD FLOOR SHEETING SHALL BE 3/4" THICK STANDARD CD INTERIOR GRADE WITH EXTERIOR GLUE, PANEL INDEX 24/2 CONFORMING TO US PS-1 AND STAMPED WITH DFPA GRADE -TRADEMARK. PLYWOOD SHALL BE NAILED TO SUPPORTS WITH 10D COMMON NAILS AT 6"C/C FOR EDGES AND AT 12"C/C FOR INTERMEDIATE SUPPORTS. 7. EXTERIOR WALL SHEATHING WHERE SHOWN SHALL BE A MINIMUM OF 15/32" THICK COX PLYWOOD. NAIL TO SUPPORTS WITH BD RING SHANK NAILS. NAIL SPACING SHALL BE IN ACCORDANCE WITH SHEAR WALL SCHEDULE WHERE NOTED ON PLAN. IF NOT SCHEDULE, SHEATHING IS TO BE NAILED 6"C/C EDGES AND FIELD. 8. IN GENERAL, THE FOLLOWING FRAMING NOTES SHALL APPLY; USE DOUBLE STUDS UNDER OPENINGS LESS THAN 4'-0" WIDE AND TRIPLE STUDS UNDER OPENINGS 4'-0" WIDE AND LARGER. PROVIDE RIDGING CONSISTING OF METAL CROSS (SIMPSON NCNB, OR TB), 1X WOOD CROSS OR 2X SOLID WOOD BLOCKING AT 8'-0" MIN. FOR FLOOR JOIST SPANS 10'-0" OR LARGER AND AT 4'-0* FOR ROOF RAFTER SPANS 8'-0" AND LARGER. PROVIDE DOUBLE JOIST UNDER PARTITIONS ABOVE WHICH ARE PARALLEL TO JOIST SPAN. PROVIDE SOLID BLOCKING (2X DIMENSION LUMBER) OF MEMBERS IN THE SPAN. THE NUMBER OF WALL STUDS AT THE BEARING POINTS OF MULTIPLE BEAM SHALL EXCEED THE NUMBER OF MEMBERS IN THE BEAM BY ONE, AND THE CENTERLINE OF THE BEAM SHALL BE THE CENTERLINE OF THE SUPPORTING WALL STUDS. 9• EXTERIOR STUD WALLS SHALL WITH PLATE HEIGHT OF NOMINAL 8'-0" SHALL BE FRAMED WITH 2X4'S OR 2X6'S AT 16"C/C. EXTERIOR STUD WALLS WITH PLATE HEIGHTS GREATER THAN 8'4" BUT LESS THAN 10'-0" SHALL BE FRAMED WITH 2X6'S 0 16"C/C. EXTERIOR STUD WALLS WITH PLATE HEIGHTS 10'-0" OR GREATER SHALL BE FRAMED AS SHOWN ON THE DRAWINGS, BUCK INSTALLATION NOTES: 1. WINDOW BUCKS ARE TO BE 2X4 OR 2X6, #2 S.Y. PINE, PRESSURE TREATED TO 2.5CCA. BUCKS ARE TO BE FULLY BONDED TO MASONRY WITH SIKA 1A CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 2, FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4' INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR LESS THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION, 3. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR GROUTED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. 4• WHERE Ni" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH Y�"O TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR i," EMBEDMENT AT SPACING SPECIFIED BY N.O.A. 5, DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL. OPENING W-V MAXIMUM PER i�FASTENER- NOTESSEE I' /.� WOOD BUCK SEE NOTES Eft• � •'� FOUNDATION GENERAL NOTES: 1. FLOOR SHALL BE 4" THICK 4000 PSI CONCRETE SLAB WITH 6X6 W1.4XW1.4 WWF OVER 10 MIL VAPOR BARRIER ON COMPACTED R TERMITE TREATED FILL. TOP OF FINISHED SLAB SHALL BE 0'-0" U.N.O. 2. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 3. REFERENCE ELEVATION +0'-0", SEE SURVEY PLOT FOR NGVD. 4. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 5. COORDINATE SLAB ELEVATION, STEP, AND SLOPES WITH ARCHITECT DRAWINGS. 6. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BLDG. 7, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS SPECIFICATIONS. B. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 9, INDICATES #5 VERTICAL REINFORCING BAR, U.N.O. IN CELLS FILLED WITH GROUT ENDS OF REBARS SHALL BE HOOKED INTO FOUNDATION, BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90 DEG. HOOK, 10,REBARS SHALL BE PLACED AS SHOWN IN THE PLANS. SEE COLUMN SCHEDULE FOR MORE INFORMATION. 11. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 48 DR DIAMETERS (#5 = 30', #7 = 42' , AND REINFORCING SHALL BE CONTINUOUS. 12. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE THE STEEL REINFORCING FOR THE FOUNDATION. DESIGNED WAS BASE) ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. 13. REINFORCING FOR FOUNDATION SHALL BE CONTINUOUS AROUND CORNERS AND CHANGES OF DIRECTION WITH THE ADDITION OF A CORNER BAR 30" ALONG EACH LEG, FOR EACH BAR IN FOUNDATION. 14. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. COORDINATE RECESSES FOR FLOORING WITH ARCHITECTURAL. LIGHT GAUGE METAL STUD GENERAL NOTE: ALL LIGHT GAUGE METAL STUDS SHALL BE LOCATED AS SHOWN ON ARCH./STRUCT. DRAWINGS. MANUFACTURER AND/OR SUPPLIER MUST SUBMIT SHOP DRAWINGS WITH PHYSICAL PROPERTY TABLES PRIOR TO FABRICATION FOR ARCHITECT/ENGINEER'S APPROVAL. ALL LINTELS OVER DOOR OPENINGS ARE TO BE DESIGNED AND PROVIDED BY `TUD MANUFACTURER/SUPPLIER. ALL STEEL STUDS, TRACKS, BRIDGING, END CLOSURES AND ACCESSORIES SHALL BE HOT -DIPPED GALVANIZED (G60) PER ASTM A525. STEEL STUDS SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE LATEST AISI SPECIFICATIONS AND SHALL COMPLY WITH ASTM A446, GRADE A, WITH A MINIMUM YIELD OF 3',000 PSI. MANUFACTURER TO PROVIDE HOLES IN STUDS FOR PA SAGE OF PIPE AND WIRING. TRACKS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON PLANS. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGES OR NEBS OF BOTH UPPER AND LOWER TRACKS. AT TRACK BUTT JOINTS, ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER. SPLICES ARE NOT PERMITTED IN VERTICAL STUDS. CONTROL JOINT SAW -CUT SCHEDULE: SLAB SIZE SAW CUT GRID PATTERN 4" THICK 10'-00x10'-0" SAW CUT 1/3 DEPTH 10 FILL SAWCUT WITH NON -SHRINK GROUT CONTROL JOINT DETAIL 1/2" J-BOLTS OR: HILTI KBII 12-512 KWIKBOLTS, U.S. ANCHOR W1254, RAWLSTUD 7424 W/2" DIA. X 1/8" WASHERS 2'X6' P,T, ONROUGH OPENING <4) 1/2' BOLTS REQUIRE -TREFER TO GARAGE DOOR MANUFACTURER FOR BOLT SPACING r----r a as 111 1A OVERHEAD GARAGE DOOR BUCK C❑NNECTI❑N ON MASONRY DETAIL \`�0`%1 H 1111 / 17j 0 -O:J CID DESIGN LOADS FOR: HIGHLANDS MODEL GRANT! LOADS ROOF FLOOR ADDITIONAL LIVE LOAD 20 PSF 40 PSF DEAD LOAD 17 PSF 45 PSF TOTAL 37 PSF 85 PSF JURISDICTION: INDIAN RIVER BLDG, DEPT. CODE: 2014 FLORIDA BUILDING CODE & ASCE 7-14 DRAWING LEGEND SYMBOL DESCRIPTION CONTINUOUS STEM WALL/THK. FTG. SEE FOUNDATION DETAILS. 2424"x1® FOOTING TYPE FOOTING THICKNESS FOOTING WIDTH CONTINUOUS MONOLITHIC FOOTING SEE FOUNDATION DETAILS. 24"x12" MONO FOOTING TYPE FOOTING THICKNESS FOOTING WIDTH F INDIVIDUAL COLUMN FOOTING. SEE L FOUNDATION DETAILS FOR BASE PLATE AND REINFORCING, 24"x24"02" CONCRETE MASONRY WALL w/#5 0 MAX. 48" O.C. IN GROUT FILLED CELL VERT. REINF. W/ 2000psi GROUT WHERE INDICATED ON PLANS LOAD BEARING 2X6 OR 2X8 WOOD FRAMED WALL W/ STUDS 0 16" O.C. LOAD BEARING INTERIOR STUD WALL W/ 2x4 0 12" O.C. STUD NONBEARING PARTITION - = ROOF TRUSS - _ ROOF GIRDER Q "SIMPSON" STRONG -TIE FASTENER SECTI N DETAIL KEY NUMBER OF SECTION CUT S-X.X SHEET NUMBER WHERE SECTION IS FOUND FOUNDATION SECTION DESIGNATION FOUND ON SHEET S-3 F1 FLOD ELEVATION LEGEND LOCATION OF ELEVATION ELEVATION GENERAL NOTE: ALL INQUIRES, RFI'S, SHOP DRAWINGS, ETC SHALL BE SUBMITTED IN WRITTEN, DIGITAL FORMAT VIA EMAIL. NO VERBAL COMMUNICATIONS SHALL BE CONSIDERED FINAL AND ARE SUBJECT TO REVISION. STRUCTURALLY ENGINEERED BY: TODD N. SMITH, P.E., INC. (CA #8772) 914 20th PLACE VERO BEACH, FL. 32960 772-559-3699 FL PE #42082 LLJ 0 0 2 Pr vJ z C� aw z w w w a ¢ m REVISIONS: JOB NO. - lle 3"065 DATE• 10.26.17 SHEET NO. 2.0 w (V 00 =o N M � V) w za p J o� O r R T.O. .0"TO+0E�L. '- 3.0 EL. T.O. EL. +0'-0' 3 5:12 SHINGLE ROOF F— F-1 E ]: J �UF7 E:J0" NORTH ELEVATION SCALE: 1/4" =1'-0" 5:12 SHINGLE ROOF STUCCO FINISH 01 J RON SHINGLE ROOF SOUTH ELEVATION (R EAR 3.0 / SCALE: 1/4" =1'-0" I,a T.O. BRIG. EL. +8'-( T.O SHINGLE ROOF '"Li 08141191,11- l 4 EAST ELEVATION LEFT SIDE 3.0 SCALE: 1/4" =1'-0" 5:12 EL. T.O�EL. +0'-0' 5:12 SHINGLE ROOF STUCCO FINISH 5 WEST ELEVATION (RIGHT SIDE 3.0 l SCALE: 1/4" =1'-0" STUCCO FINISH 5:12 12 5:12 5:12 49'-8" 15-11" 10'-8" 6'-6" 0 I To 4" EGRESS EGRESS 0o ti o L D�W.Cr N � W.I.C. N — SHELF & ROD m BEDROOM #3 MASTER BEDROOMS KITCHEN DINING 8"[:D4'-10"' 4" 12'-8" 4" U_ _I 18'-3" M 4" 11-6 ° 8" 2 REF. Q 0 m o, 8 206(2)2668 CL SH. Q N SH' SHELF & ROD ® D D ❑ 20 MIN. FIRE DOOR AHU W/ SELF CLOSURE FI o 4" - EWH LIVING ROOM BATH 2 2668 • " o SHELF &ZEQUIPMENRODg'-pl" T 4" CLOSET3'-2'`� 4" 8„ BOLLARD 4 1 9,-0„ 3 4 2'-6" o 0 2'-6" (2)2668 4" 4 N BEDROOM #2 2 CAR GARAGE m 4" b OS W1 01 5.0 N N COVERED PORCH � II — _ EGRESS G F II 9'-8" 9'-8" 2'-4'l 8'-4" 6' 8' 6'_6^ 6'-6" 49'-8" 1 1 FLOOR PLAN 3.0 / SCALE: 1/4" =1'-0" AREA TABULATION AREA UNDER AIR: GARAGE AREA: COVERED ENTRY AREA: TOTAL AREA UNDER ROOF: 1,259 SF 446 SF 87 SF 1,792 SF 1. THE CONDITIONED SPACE CUBIC FEET VOLUME FOR THE BLOWER DOOR TESTING IS 10,336 cf. EXTERIOR DOOR SCHEDULE MARK UNIT SIZE TYPE MANUF. GLAZING REMARKS POS. NEG. 01 3'-O"X6'-8" FLUSH - NONE 6 RAISE PANELS +32.0 -41.8 02 16'-O"X7'-O" OVERHEAD - NONE (32) PANELS +24.9 -27.8 03 5'-0"X6'-8" FRENCH - IMPACT 1 IMPACT GLASS PANEL EACH +30.0 -32.8 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for Date:'�— &Well # Date: i Reviewer: A = : W _- FL ����OFES910 •P ��� °��{r4l1r111A41•� STRUCTURALLY ENGINEERED BY: TOIDD N. SMITH, P.E., INC. (CA #8772) 914 20th PLACE VERO BEACH, FL. 32960 772-559-3699 FL PE #42082 \\\\` m V s��� `1C v- LL eUU o 4 U d %%wo\ i 'DC-C � a a:� 1,1 mrn N -- _ 0 E \\`\� Q 3 LU }, .0 N 0. H Uj J (U 0 � G Ll- Q U Z a) J o _ > �o � U Z 'L 1#4N oC 0 0 C w z N U K O 2 LL Q !A REVISIONS: JOB NO. DATE: SHEET NO. ES-17-065 3.0 W WATER PROOFING FOR DOORS AND WINDOs.�t`-- AS PER TREMCO MFG. RECOMMENDATIONS 1. APPLY VULKEM 350 NF 0 25 WET MILS. 2- INSTALL WOOD BUCK. 3- USE TREMCO DYMONIC 100 CAULKING FOR INTERIOR AND EXTERIOR. -zz7_ j APPLY VULKEM 350 NF OVER BUCK (FOR EXTERIOR USE AGGREGATE TO RECEIVE STUCCO). TREMCO DYMONIC 100 VULKEM 350 NF EEI VULKEM 350 NF 6 15 WET M LS, SANDED AT AREAS TO -----' RECEIVED STUCCO FINISH WOOD BUCK SECTION PLAN VIEW TYPE DESIGNATION F = FILLED WITH GROUT / U + UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY sus 8F8 8F12 8F16 8F1 6-1 B/ 1T 1 • LQUANTITY OF #5 m NOMINAL WIDTH J REBAR AT TOP NOMINAL HEIGHT #5 REBAR AT TOP MIN. (1) REO'D. 8 I'-1/2" CLEAR ' C.M.U. _ W = U _ o GROUT #5 REBAR AT 801TOM . OF LINTEL CAVITY 8F32 8F28 8F24 8F20 7-5/8" ACTUAL BOTTOM REINFORCING 8' NOMINAL WIDTH PROVIDED IN LINTEL (VARIES) ML1 = 8F8-1B-1T FOR LINTELS UP TO 8'-0" SPAN ML2 = 8F16-1B-1T FOR LINTELS 8'-0" TO 16'-0" SPAN ML3 = 8F24-1B-1T WHERE SHOWN ON PLAN BASED ON CAST-CRETE UNTELS. ALTERNATE MAY BE USED UPON APPROVAL BY ENGINEER. MASONRY LINTEL DETAIL ASPHALT SHINGLES OVER ROOFING MEMBRANE, OVER %" MIN. 'CDX' ROOF SHEATHING OVER PRE-ENGINEERED ROOF TRUSSES 024" O.C. MAX. WITH NAILING PER STRUCTURAL NOTES 5:12 GALV. MTL. DRIP EDGE, OVER 1x P.T. WOOD NAILER, OVER 2x6 C.R. WOOD FASCIA HURRICANE TIE DOWN, SEE ROOF FRAMING PLAN FOR ALL TIE DOWN INFORMATION EL. INSULATION PER ENERGY---' Y2" DRYWALL OVER P.E. ROOF TRUSSES 024" O.C. MAX)2" 'AC' PLYWOOD SOFFIT WITH 8d R.S. NAILS @6" O.C. EDGES AND FIELD. MIN. 8"xi6" BOND BEAM WITH SOFFIT WITH 4"0 SCREEN VENT (1)#5 CONT. EACH COURSE OPENINGS @24" O.C. (BETWEEN EACH TRUSS) Y" DRYWALL OVER 1x P.T. 3/y" MIN. STUCCO OVER, 8" WOOD FURRING @16" O.C. CMU WALL WITH (1)#5 VERT. MAX. WITH R-4 RIGID REINF. IN GROUT FILLED CELL INSULATION BETWEEN @48" O.C. MAX. WOOD BASE zmmmL(1)#5 HOOK BAR IN GROUT FLOORING OVER 4" CONC, FILLED CELL @48" D.C. MAX 110's EL. +0'-0 z cv 1 8 20'x16" MF WITH (3)#5 CONT, BOTT. wi TYP. WAIL SECTION 5.0 SCALE: 3/4'=1'-OI' PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING ID MANUFACTURER MODEL # PRODUCT APPROVAL FL# 1435.9 F6# 15037.4 FL# 15213.17 FL# 10-0921.05 NOA# 15-1102.03 FL # 5259-R20 GLASS DESCRIPTION PRODUCT DESIGN PRESSURE BUILDING DESIGN PRESSURE PSF ATTACHMENT METHOD - TYPE, SIZE, SPACING & IMBEDMENT IMPACT +60.0/ -70.0 +31.1/ -41.5 #10 SCREWS OR 3/16" T PCON EMBEDDED 1-1/4" INTO FRAMED WALL @ EACH FACTORY HOLE WINDOWS PGT INDUSTRIES SH-5500 VINYL N/A +50.0/ -50,0 +29.8/ -39.0 #10 x 2-1/2" SCREWS EMBEDMENT SIDES W/ 1-1/4" INTO BUCKS @ 6" FROM CORNERS & 14,5' O.C. ON TWO SCREWS FROM TOP CENTER SETBACK 3" & 7" FRONT ENTRY EXTERIOR DOOR THERMATRU SINGLE DOOR IMPACT +50.0/ -50.0 +28.8/ -36.9 AND 1-1/4" MIN. EMBEDMENT, ANCHORS REQJIRED MIN. EDGE DISTANCE 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 2 AT MIDSPAN OF PANEL, DOOR IS (5) 4' PANELS REAR FRENCH DOORS PLASTPRO SERIES N FIBERGLASS N/A +43.5/ -50.0 +28,2/ -31.5 ATTACHED W/ 1/4" x -1/4" TAPCON EMBEDDED MIN REQUIRED @ 6-3/4" O.C. MAX. GARAGE DOOR RAYNOR SHOWCASE TC 200 NA -165 -84.0 ATTACHED TO SHEATHI PENETRATE THROUGH T CORNE G W/ #10 PANCAKE HEAD SCREWS OF SUFFICIENT LENGHT TO E SHEATHING A MIN. 3/16" @ 3" D.C. AT THE PERIMETER AND R AND @ 6" O.C. AT THE FIELD OF THE ROOF ROOF OWENS CORNING OAKRIDGE SHINGLES NA +NA/-45 NA SELF ADHEASIVE ROOFING UNDERLAYMENT POLYGLASS POLYGLASS IR-XE 0 I ak T.O. SLAB EL. +0 -0 a SLOPE 41 1 0 12"x12" MF WITH (2)#5 CONT. BOTT, F4 FOUNDATION SECTION F4 4.0 SCALE: 3/4" =1'-0" FINISH GRADE T.O. SLAB EL. VARIES • 10 8%8" TE WITH (1)#5 CONT. BOTT. F5 FOUNDATION SECTION F5 4.0 SCALE: 3/4" =1'-0" 24"x18" MONO WITH (3)#5 CONT. BOTT. 4" CONC. SLAB 8" CMU EXTERIOR WALL BEYOND EXPANSION MATERIAL -F EL. -( DRIVEWAY a I a 4" CURB WITH (2)#4 CONT. TOP 4" CONC. SLAB-/ T.O. SLAB i VARIES, SEE PLAN I s•_n" 8'-21„ 15-11 ° 8" W-61„ 9, 6„ 6 6" o � ❑ n T,O. SLAB EL. -0 -4 F� O D.W. F1 j L_-1 II II II I. I --F-- - I J - II > > w <� II I II � III Ii I -pr--i � I, REF. I I - 16'-11�„ A F4 o - T.O. SLAB � EL. III - - -- " 2 -812'-6" 2 -� Ll - _ - +0'-0., - - -t - II aW1117AHIJ 71 4" SLAB ON GRADE W/ FIBERMESH OVER 10 MIL VAPOR BARRIER, ON COMPACTED F _-_- I4F4 JII I ❑ � _ TERMITE TREATED SUB SOIL, TYPICAL I �Er1H/il I N U III r � • Na o N I ❑ � I. ��� _ 5-10k" N 3'-8" I T.O. SLAB EL. -0'-6" I „ 4 SLAB ON GRADE W/ FIBERMESH OVER I I F1 II 10 MIL VAPOR BARRIER, ON COMPACTED TERMITE TREATED SUB -SOIL, TYPICAL T.O.JE o EL.-0'-1Y" F5 ❑ -_=F=3- IL I J I ,I ❑ F3 4 a I 0 in .T 9'-8" 9'-8" 2'-4" 8'-4" G'-8" 6'-6" 6'-6" 49'-8" 20"06" MONO WITH (.3)#5 CONT. BOTT. FOUNDATION PLAN SCALE: 1/4" =1'4' #5 VERT. BAR @48" O.0 MAX. IN GROUT FILLED CELL 8" CMU EXTERIOR WALL #5 HOOK BAR @48" O.C. MAX. IN GROUT FILLED CELL w T. SLAB EL. +0'-0" FINISH GRADE a4 a 4" CONC. SLAB T.OEL. SLAB EL. +0'-O' 20"x16" MONO WITH (3)#5 CONT, BOTT. F3 FOUNDATION SECTION F3 F2 4.0 FOUNDATION SECTION F2 F1 SCALE: 3/4" =1'-0" 4.0 4.0 SCALE: 3/4" =1'-0" a ° e 1'-8" CONCRETE FOUNDATION SCHEDULE MARK SIZE REINFORCING Ft 20"06" MONO (3)#5 CONT. BOTT. F2 21"x16" MONO (3)#5 CONT. BOTT. F4 12"x12" MONO (2)#5 CONT. BOTT. F5 8"x8" MONO (1)#5. CONT. BOTT. F6 36"x36"x16" (4)#5 BARS EACH WAY #5 VERT. BAR @48" O.C. MAX. IN GROUT FILLED CELL 8" CMU EXTERIOR WALL #5 HOOK BAR @48" O.C. MAX. IN GROUT FILLED CELL (-FINISH GRADE %%0%SMITH . ......... FOUNDATION SECTION F1 SCALE: 3/4" =1'-0" \� lffl P O LL E C. U ' u PSYN O CL = N u r�� W u E W Lnco O W Uu Z� ui 'c 00) x � V i ,e$3 C Lf k.w£" war 4- 1) Wo w fA J W J � W Q COC .O LL IVJ ''G � U) � Q m 1 0 Z J fZ i U w H � z 0 w o w �I N REVISIONS: O JOB NO. STRUCTURALLY ENGINEERED BY: ES-17-065 TODD N. SMITH, P.E., INC, (CA #8772) DATE: J 1l` 914 20th PLACEow �26.17 VERO BEACH, FL. 32960 SHEET NO. 772-559-3699 4.0 FL PE #42082 _ ELECTRICAL NOTES 1. PROVIDE GFI CIRCUITS FOR ALL BATHROOMS, GARAGE, EXTERIOR OUTLETS AND AS SHOWN ON PLANS. ALL WIRE SHALL BE THWN. 2. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD. 3. ELECTRIC FIXTURES/TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 4. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURERS RECOMMENDATION. 5. ALL WORK SHALL CONFORM TO NATIONAL ELECTRIC CODE AND ALL APPLICABLE ORDINANCES AND LAWS. 6. ALL BREAKER PANELS TO BE EQUIPPED WITH CODE APPROVED SURGE PROTECTION. 7. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY: B. STEREO PREWIRE SPEAKERS, UNIT ETC. TO BE COORDINATED WITH AUDIOVISUAL CONSULTANT/COMPANY. 9. ALL THERMOSTAT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION. 10. ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION. 11. INCOMING ELECTRICAL SERVICE LOCATION IS TO BE COORDINATED WITH POWER COMPANY'S TRANSFORMER LOCATION. 12. FIELD VERIFY LOCATION OF POWER COMPANY'S ELECTRIC METER AND DISCONNECTS. COORDINATE LOCATIONS OF WP/GFI OUTLETS, HOSE BIBS, SHOWERS, A/C CONDENSING UNITS, ETC. WITH ACTUAL ELECTRIC SERVICE LOCATIONS. 13. ALL INQUIRES, RFI'S, SHOP DRAWINGS, ETC SHALL BE SUBMITTED IN WRITTEN, DIGITAL FORMAT VIA EMAIL. NO VERBAL COMMUNICATIONS SHALL BE CONSIDERED FINAL AND ARE SUBJECT TO REVISION. ELECTRICAL LEGEND 11OV DUPLEX RECEPTACLE IN -FLOOR 110V DUPLEX RECEPTACLE 11OV SPLIT DUPLEX RECEPTACLE (TOP PLUG SWITCHED) &lwp 11OV WEATHER PROOF, GFI DUPLEX RECEPTACLE 110V GFI DUPLEX RECEPTACLE (042") SPECIAL PURPOSE RECEPTACLE (042") PHONE JACK �TV CABLE TV OUTLET SINGLE POLE SWITCH AT 48" $p DIMMER SWITCH AT 48" J JAMB SWITCH 3-WAY SWITCH AT 48" d 4-WAY SWITCH AT 48" RECESS LIGHT FIXTURE {� SURFACE MOUNTED LIGHT FIXTURE C WALL MOUNTED LIGHT FIXTURE FLORESCENT LIGHT FIXTURE, WITH LENGTH IN INCHES CEILING PADDLE FAN ® EXHAUST FAN Qs SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR MED ELECTRICAL PANEL L= DISCONNECT & MOTOR * NOTE: ALL RECEPTACLES ABOVE COUNTERS SHALL BE MOUNTED HORIZ. ARC FAULT PROTECTION TO BE PROVIDED AT ALL BEDROOMS SMOKE DETECTORS TO HAVE BATTERY BACKUP AS PER NFPA ALL HEIGHTS ARE TO CENTERLINE AFF ABBREVIATIONS: FBO FURNISHED BY OWNER VP VAPOR PROOF MS CONTROLLED BY MOTION SENSOR. E DEVICE IS EXISTING TO REMAIN R DEVICE SHALL BE RELOCATED WATER HEATER SCHEDULE MARK J:17'H GALLONS 50 QUANTITY 1 WATER INLET 3/4" WATER OUTLET 3/4" ELECTRICAL 240/1/60 WATTS 4500 MANUF. AO SMITH MODEL NO. FPTU-50 * OR APPROVED EQUAL SERVICE LOAD SUMMARY GENERAL LOAD AMOUNT WATTS BREAKER WIRE TOTAL WATTS GENERAL LIGHTING & 1259 SF 3 PER SF 15 12 3777 RECEPTACLES SMALL APPLIANCE CKT 2 1500 PER APPL 20 12 3000 REFRIGERATOR 1 1600 PER UNIT 20 12 1600 RANGE 1 12000 PER UNIT 50 8 12000 DISHWASHER 1 1200 PER UNIT 20 12 1200 DISPOSAL 1 500 PER UNIT 20 12 500 GARAGE DOOR OPENER 1 800 PER UNIT 20 12 800 MICROWAVE 1 1000 PER UNIT 20 12 1000 DRYER 1 5000 PER UNIT 30 10 5000 WASHER 1 1600 PER UNIT 20 12 1600 PUMP 1 2250 PER UNIT 30 10 2250 EXTERIOR LIGHTING 1 1200 PER UNIT 20 12 1200 EXTERIOR RECEPTACLES 1 1000 PER UNIT 20 12 1000 WATER HEATER 1 4500 PER UNIT 30 10 450 SUBTOTAL: 35377 1ST 10,000 WATTS ® 100%: 10000 REMAINDER OF WATTS ® 40%: 10151 AIR CONDITIONING 10000 X 65% 6500 AL WATTS: 26651 AL WATTS / 240V = F 111 GROUND BAR AT EACH SERVICE ENTRANCE 4102-0 EQUIPMENT 1#1/0 THWN Cu IN I CONDUIT (NEC 250.E E TO PANEL OR SERVICE MARK BOND PLANTE TO STRUCTURAL GROUNDING CONDUCTOR STEEL. SHALL BE CONTINUOS FROM USE CONDUIT SERVICE TO STEEL IN WHEN REQUIRED COMPLY W/NEC, SEC 250.64. & 250.94 THWN Cu IN Cu IN 1/2" CONDUIT LOADCENTER "A" 200 AMP MLO (3)#2/0 THWN. & (1)#6 GROUND. IN 2" COND. -BONDING JUMPER TO FOUNDATION STEEL AND OTHER SYSTEMS AS PER Art, 250.94 -GA. BARE AL CONDUCTOR BONDING JUMPER BARE (Cu) NOT SMALLER THAN 4 AWO FF 2" MIN. NONMETALLIC LGROUNDING SLEEVE CONDUCTOR GROUND LEVEL // GROUND ROD 0'-/LISTED FOR THE CONCRETE EIN NCASEMENT O3d" CONTACT FOUNDATION EARTHY COPPERWELD 10'-0 PURPOSE LONG BURIED BELOW 4 AWG OR LARGER WAS GRADE. (TYPICAL) BARE COOPER PIPE CONDUCTOR OR STEEL 6'-0" MIN. REINFORCING BAR OR ROD NOT LESS THAN GROUND SYSTEM SHALL BE REFER TO RISER AND/OR 1/2" DIAMETER AT IN COMPLY WITH NEC Art SCHEDULE FOR GROUND WARE LEAST 20 FEET LONG 250 (SECTION III) SIZE AS PER NEC 250.52(A)(3) PLUMBING SCHEDULE NAME DRAIN SIZE C.W. SUPPLY H.W. SUPPLY REMARKS WATER CLOSET 3" 1/2" - SINK 1 1/2" 1/2" 1/2" LAVATORY 1 1/4" 1/2" 1/2" SHOWER - 2" 1/2" 1/2" TUB 2" 1/2" 1/2" CLEAN OUT - - - SIZE VARIES, SEEI PLAN WALL CLEAN OUT - - - SIZE VARIES, SEEI PLAN VENT THROUGH ROOF - - - SIZE VARIES, SE PLAN ELEC. WATER HEATER - 3/4" 3/4" DISPOSAL 1 1/2" - - HOSE BIB - 3/4" - PLUMBING NOTES I. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. 2. BEFORE FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD. 3, PROVIDE EQUIPMENT DRAIN LINES FROM EACH UNIT REQUIRING DRAINAGE TO NEAREST FLOOR DRAIN OR SINK. 4. ALL EQUIPMENT ETC... SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION. 5. ALL SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 6. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCT AND PIPING (INCLUDING DIVIDED CUTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED, 7. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. 8. DRAINS FROM ALL PLUMBING EQUIPMENT SHALL BE COORDINATED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. 9• PROVIDE 'P' TRAP AT EACH HAND SINK. PROVIDE 17 GAUGE CHROME WHERE EXPOSED. 10. PROVIDE WATER HAMMER ARRESTORS AT EACH BRANCH LINE. 11. VERIFY EXISTING CONDITIONS IN FILED AND COORDINATE WITH ALL ARCHITECTURAL, STRUCTURAL, LIGHTING, POWER, PLUMBING, FIRE PROTECTION AND OTHER EXISTING ITEMS INSTALLED. 12. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING NON -CRITICAL TIMES. 13. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN PIPING, EQUIPMENT, ETC... AND ALL FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. 15, INSULATE HOT AND COLD WATER IN ACCORDANCE WITH FLORIDA ENERGY EFFICIENCY CODE. 16. SEAL PIPIN ETRATIONS WITH NON-SHRI C C 17. DOMESTIC WATER PIPING WITHIN 5 FEET OF THE BUILDING SEWER/DRAIN PIPING SHALL BE A MIN. 12 INCIMES ABOVE THE HIGHEST POINT OF THE BUILDING SEWER/DRAIN PIPING AND THE PIPE MATERI�S MUST COMPLY WITH SECTION 703.1 FOR THE FLORIDA BUILDING CODE 2017 (SIXTH EDITjof4 REVISIONS, PLUMBING 17. PROVIDf ACCESS PANEL AT ALL VALVES WHERE NOT READILY ACCESSIBLE 18. ALL INQUIRES, RFI'S, SHOP DRAWINGS, ETC SHALL BE SUBMITTED IN WRITTEN, DIGITAL FORMAT VIA EMAIL. NO VERBAL COMMUNICATIONS SHALL BE CONSIDERED FINAL AND ARE SUBJECT TO REVISION. AcCOMMENTS PER ST. LUCIE 'COUNTY APRIL 30, 2018 &P RELIEF LINED STOF SAFETY PAN VOLTAGE: [SERVICE 0/240 METER OGROUNDING NOTE: 200 AMP SINGLE GROUND ROD SHALL WITH HAVE A READING OF MAX. 25 INTEGRATED ohmB PER NEC, OTHERWISE MAIN BREAKER MIN. (2) GROUND RODS WILL BE RE QUIRED PER DETAIL NEMA 3R GROUND TO C.W.P. AND BUILDING STEEL, SEE DETAIL (1�%"x10' GRND. ROD GRADE - 2" COND. TO POWER COMPANY TX. WIRE BY POWER CO. PLUMBING SYMBOL LEGEND BALL VALVE ABOVE CEILING -� BALL VALVE IN CAST IRON BOX �Q EXTERIOR FLOOR CLEAN OUT ' -SAN- SANITARY WASTE PIPING - VENT PIPING ® FLOOR DRAIN WITH PRIMER i HOSE BIB -- DOMESTIC COLD WATER PIPING _--- DOMESTIC HOT WATER PIPING WM WATER METER J ANTI -SIPHON VACUUM BREAKER BALL VALVE WATER THERMAL EXPANSION TANK COLD WATER SUPPLY HOT WATER SUPPLY %4" RELIEF PIPE DISCHARGE INTO HUB DRAIN, WITH 1" AIR GAP 1" SAFETY PAN DRAIN 3" HUB DRAIN ABOVE GRADE ADJACENT TO WALL 1 � WATER HEATER DETAIL NO SCALE METER "�Elzrrrr> � n n liYl n� ,� .yyy n LD_W. I 1 / 8"x4" SUPPLY® GRILLE Fl SUPPLY w GRILLE > 9® 0 wm o 10"x 10" / 111A) 1 SUPPLY \ \ ) I GRILLE FAN LIGHT FI LIGHT I ! 7 I 1-69 REF. FAN _ 45 m 8"x4" Woo"I \ ® SUPPLY SUPPLY \ GRILLE GRILLE ® ® \ TV / \ ® 20"x2O" WALL VP n7D AHH RETURN AIR GRILLE -- 8"x4" ® SUPPLY ® v GRILLE EWH O I� x U I N a JINTTIC PANEL FAN LIGHT I\ LIGHT i FAN -. SUPPLY GRILLE GFI Ho 10"x10" SUPPLY ® / GRILLE �GR 4 G.D.O. db i_ ELECTRICAL PLAN 6•0 SCALE: 1/4" =1° 0" VTR I 2"0 SINK DW DISP VTR Jul 2°°� VTR VTR2"o� Jll 2 0 I JIB WSHR LAVI LAV I2n0 WC I I 2"� SHWR 2°0 3110 I 3"0 2" 0 3'�0 2"0 VTR 2" 0 I TUB WC 2"0 p 0 PLUMBING CONTRACTOR SHALL PROVIDE FULL SHOP DRAWINGS BASED ON FIELD CONDITIONS AND FINAL PLUMBING FIXTURE LOCATIONS 3 SANITARY WASTE ISOMETRIC "Q NO SCALE ECO 3"0 YO SANITARY WASTE LINE TO CONNECT TO EXISTING SANITARY WASTE MAIN, FIELD VERIFY EXACT LOCATION APR 3 0 2018 ST. Lucie County, Permftt� in9 0 0 W � w 0 O 0 ILL ct (J ♦- Q 0 Q Z U cn Q D Q J J Q W QZ 2 a .J U 0 w z U w w w � Lu w o a 0 o ¢ w � REVISIONS: r N O JOB NO. Vat Caq--065 L DATE: 10.26.17 SHEET NO. 5.0 ELECTRICAL NOTES 1. PROVIDE GFI CIRCUITS FOR ALL BATHROOMS, GARAGE, EXTERIOR OUTLETS AND AS SHOWN ON PLANS. ALL WIRE SHALL BE THWN. 2. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD. 3. ELECTRIC FIXTURES/TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 4. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURERS RECOMMENDATION. 5. ALL WORK SHALL CONFORM TO NATIONAL ELECTRIC CODE AND ALL APPLICABLE ORDINANCES AND LAWS. 6. ALL BREAKER PANELS TO BE EQUIPPED WITH CODE APPROVED SURGE PROTECTION. 7. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. 8. STEREO PREWIRE, SPEAKERS, UNIT ETC. TO BE COORDINATED WITH AUDIOVISUAL CONSULTANT/COMPANY. 9. ALL THERMOSTAT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION. 10. ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION. 11. INCOMING ELECTRICAL SERVICE LOCATION IS TO BE COORDINATED WITH POWER COMPANY'S TRANSFORMER LOCATION. 12, FIELD VERIFY LOCATION OF POWER COMPANY'S ELECTRIC METER AND DISCONNECTS. COORDINATE LOCATIONS OF WP/GFI OUTLETS, HOSE BIBS, SHOWERS, A/C CONDENSING UNITS, ETC. WITH ACTUAL ELECTRIC SERVICE LOCATIONS. 13. ALL INQUIRES, RFI'S, SHOP DRAWINGS, ETC SHALL BE SUBMITTED IN WRITTEN, DIGITAL FORMAT VIA EMAIL. NO VERBAL COMMUNICATIONS SHALL BE CONSIDERED FINAL AND ARE SUBJECT TO REVISION. ELECTRICAL LEGEND 11OV DUPLEX RECEPTACLE ® IN -FLOOR 110V DUPLEX RECEPTACLE 110V SPLIT DUPLEX RECEPTACLE (TOP PLUG SWITCHED) @Fl/WP 110V WEATHER PROOF, GFI DUPLEX RECEPTACLE 110V GFI DUPLEX RECEPTACLE (042") ® SPECIAL PURPOSE RECEPTACLE (042") PHONE JACK QTV CABLE TV OUTLET SINGLE POLE SWITCH AT 48" $p DIMMER SWITCH AT 48" J JAMB SWITCH $y 3-WAY SWITCH AT 48" $4 4-WAY SWITCH AT 48" RECESS LIGHT FIXTURE {`} SURFACE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE FLORESCENT LIGHT FIXTURE, WITH LENGTH IN INCHES ® CEILING PADDLE FAN Q EXHAUST FAN Qs SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR siz) ELECTRICAL PANEL L-F-1 DISCONNECT MOTOR * NOTE: ALL RECEPTACLES ABOVE COUNTERS SHALL BE MOUNTED HORIZ. ARC FAULT PROTECTION TO BE PROVIDED AT ALL BEDROOMS SMOKE DETECTORS TO HAVE BATTERY BACKUP AS PER NFPA ALL HEIGHTS ARE TO CENTERLINE AFF ABBREVIATIONS: FBO FURNISHED BY OWNER VP VAPOR PROOF MS CONTROLLED BY MOTION SENSOR E DEVICE IS EXISTING TO REMAIN R DEVICE SHALL BE RELOCATED WATER HEATER SCHEDULE MARK E9i GALLONS 50 QUANTITY 1 WATER INLET 3/4" WATER OUTLET 3/4" ELECTRICAL 240/1/60 WATTS 4500 MANUF. AO SMITH MODEL NO. FPTU-50 * OR APPROVED EQUAL SERVICE LOAD SUMMARY GENERAL LOAD AMOUNT WATTS BREAKER WIRE TOTAL WATTS GENERAL LIGHTING & 1259 SF 3 PER SF 15 12 3777 RECEPTACLES SMALL APPLIANCE CKT 2 1500 PER APPL 20 12 3000 REFRIGERATOR 1 1600 PER UNIT 20 12 1600 RANGE 1 12000 PER UNIT 50 8 12000 DISHWASHER 1 1200 PER UNIT 20 12 1200 DISPOSAL 1 500 PER UNIT 20 12 500 GARAGE DOOR OPENER 1 800 PER UNIT 20 12 800 MICROWAVE 1 1000 PER UNIT 20 12 1000 DRYER 1 5000 PER UNIT 30 10 5000 WASHER 1 1600 PER UNIT 20 12 1600 PUMP 1 2250 PER UNIT 30 10 2250 EXTERIOR LIGHTING 1 1200 PER UNIT 20 12 1200 EXTERIOR RECEPTACLES 1 1000 PER UNIT 20 12 1000 WATER HEATER 1 4500 PER UNIT 30 10 450 SUBTOTAL: 35377 1ST 10,000 WATTS ® 100%: 10000 REMAINDER OF WATTS ® 40%: 10151 AIR CONDITIONING 10000 X 65% 6500 TOTAL WATTS: 26651 TOTAL WATTS / 240V = 111 GROUND BAR AT EACH SERVICE ENTRANCE ® EQUIPMENT 1#1/0 THWN Cu IN 1/2* m CONDUIT (NEC 250,66)� TO PANEL OR SERVICE GROUND GROUND SYSTEM SHALL BE IN COMPLY WITH NEC Art. 250 (SECTION III) LOADCENTER A" 200 AMP MLO I NEMA 1 j (3)#2/0 THWN. & (1)#6 GROUND. IN 2" COND. BONDING JUMPER TO BOND PLANIE 0 FOUNDATION STEEL AND STRUCTURAL OTI4ER SYSTEMS AS PER STEEL Art. 250.94 GROUNDING CONDUCTOR SHALL BE CONTINUOS FROM USE CONDUIT SERVICE TO STEEL IN WHEN REQUIRE GA. BARE AL COMPLY aY/NEC. SEC 250.64, CONDUCTOR & 250,94 1#1/0 THWN BONDING JUMPER BARE Cu IN 1/2" (Cu) NOT SMALLER CONDUIT THAN 4 AWO GROUNDING 2" MIN _ NONMETALLIC SLEEVE \- GROUND ROD 6-3/4" COPPERWELD 10'-0" LONG BURIED BELOW GRADE. (TYPICAL) 6'-0" MIN. - REFER TO RISER AND/OR SCHEDULE FOR GROUND WIRE SIZE SERVICE VOLTAGE: 120/240 10 3W METER OGROUNDING NOTE: 200 AMP SINGLE GROUND ROD SHALL WITH HAVE A READING OF MAX. 25 INTEGRATED ohms PER NEC, OTHERWISE MAIN BREAKER MIN. (2) GROUND RODS WILL NEMA 3R BE REQUIRED PER DETAIL GROUND TO C.W.P. AND BUILDING STEEL, SEE DETAIL (I))/4"x10' GRND. ROD FF 1 1 7� 1 GRADE ECTION �---CONCRETE ENCASEMENT D FOR THE FOUNDATION IN DIRECT CONTACT WITH EARTH 4 AWG OR LARGER BARE COOPER CONDUCTOR OR STEEL RBNFORCINC BAR OR ROD NOT LESS THAN 1/2' DIAMETER AT LEAST 20 FEET LONG AS PER NEC 250.52(A)(3) PLUMBING SCHEDULE MARK NAME DRAIN SIZE C.W. SUPPLY H.W. SUPPLY REMARKS A/ - WATER CLOSET 3" 1/2" - 2116 SINK 1 1/2" 1/2" 1/2" JAV -- LAVATORY 1 1/4" 1/2" 1/2" SHWK SHOWER 2" 1/2" 1/2" TUB TUB - 2" 1/2" 1/2„ �m CLEAN OUT - - - SIZE VARIE , SEE PLAN AQQ WALL CLEAN OUT - - - SIZE VARIE , SEE PLAN VTR VENT THROUGH ROOF - - - SIZE VARIE , SEE PLAN �y ELEC. WATER HEATER - 3/4" 3/4" ply DISPOSAL 1 1/2" - - HB HOSE BIB - 3/4" - PLUMBING NOTES 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. 2, BEFORE FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD. 3. PROVIDE EQUIPMENT DRAIN LINES FROM EACH UNIT REQUIRING DRAINAGE TO NEAREST FLOOR DRAIN OR SINK. 4. ALL EQUIPMENT ETC... SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION. 5, ALL SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 6. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCT AND PIPING (INCLUDING DIVIDED CUTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED. 7. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. 8, DRAINS FROM ALL PLUMBING EQUIPMENT SHALL BE COORDINATED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. 9. PROVIDE 'P' TRAP AT EACH HAND SINK. PROVIDE 17 GAUGE CHROME WHERE EXPOSED. 10. PROVIDE WATER HAMMER ARRESTORS AT EACH BRANCH LINE. 11, VERIFY EXISTING CONDITIONS IN FILED AND COORDINATE WITH ALL ARCHITECTURAL, STRUCTURAL, LIGHTING, POWER, PLUMBING, FIRE PROTECTION AND OTHER EXISTING ITEMS INSTALLED. 12. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH THE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING NON -CRITICAL TIMES. 13. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN PIPING, EQUIPMENT, ETC... AND ALL FIRE RATED AND FIRE/SL10CE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. 15. INSULATE HOT AND COLD WATER IN ACCOROMICE WITH FLORIDA ENERGY EFFICIENCY CODE. 16. SEAL ALL PIPING PENETRATIONS WITH NON -SHRINK MASTIC 17. DOMESTIC WATER PIPING WITHIN 5 FEET OF THE BUILDING SEWER/DRAIN PIPING SHALL BE A MIN. 12 INCHES ABOVE THE HIGHEST POINT OF THE BUILDING SEWER/DRAIN PIPING AND THE PIPE MATERIALS MUST COMPLY WITH SECTION 703.1 FOR THE FLORIDA BUILDING CODE 2014 REVISIONS, PLUMBING 17. PROVIDE ACCESS PANEL AT ALL VALVES WHERE NOT READILY ACCESSIBLE 18. ALL INQUIRES, RFI'S, SHOP DRAWINGS, ETC SHALL BE SUBMITTED IN WRITTEN, DIGITAL FORMAT VIA EMAIL. NO VERBAL COMMUNICATIONS SHALL BE CONSIDERED FINAL AND ARE SUBJECT TO REVISION. ASME T&P RELIEF GLASS LINED STORAGE TANK GALV. SAFETY PAN WITH DRAIN L2" COND. TO POWER COMPANY TX. WIRE BY POWER CO. PLUMBING SYMBOL LEGEND DQ BALL VALVE ABOVE CEILING ® BALL VALVE IN CAST IRON BOX -I �0 EXTERIOR FLOOR CLEAN OUT -SAN- SANITARY WASTE PIPING - - VENT PIPING QO FLOOR DRAIN WITH PRIMER ^fi^ HOSE BIB -- DOMESTIC COLD WATER PIPING ---- DOMESTIC HOT WATER PIPING WM WATER METER SAFEWASTE INTO 2" HUB DRAIN ANTI -SIPHON VACUUM BREAKER BALL VALVE WATER THERMAL EXPANSION TANK COLD WATER SUPPLY LMA T 1q:10199S7 -X" RELIEF PIPE DISCHARGE INTO HUB DRAIN, WITH 1" All? GAP -1" SAFETY PAN DRAIN 3" HUB DRAIN ABOVE GRADE ADJACENT TO WALL I I I I I I I I I METERI ELECTRICAL PLAN SCALE: 1/4" =1'-0" VTR 4 2„(Yn11 I SINK DW DISP VTR Jjl VTR 2„0 VTR 2 0I t I WSHR LAV 12"0 we I SHWR 2„0 3„0 3_�L�. 2 '0'0 3 D1 WATER HEATER DETAIL 6.0 "0 NO SCALE 2"0 3"0 ,J 1 VTR �Il 2„0 I I TUB vV WC �.I 2„0 3uo 3"0 PLUMBING CONTRACTOR SHALL PROVIDE FULL SHOP DRAWINGS BASED ON FIELD CONDITIONS AND FINAL PLUMBING FIXTURE LOCATIONS N i�jz l 0"x10" � o SUPPLY GRILLE FAN FI C HT / IQ+O - I I YO SANITARY WASTE LINE TO - CONNECT TO EXISTING SANITARY WASTE MAIN, FIELD VERIFY SANITARY WASTE ISOMETRIC EXACT LOCATION NO SCALE ECO q - - J \\\\ E �\\\\ \\\\\\�p1 U QJ o \��\ V U N o ^0 U ^_ (Ja � uG. QJ Q E V) w r 0 0 LIM u A L �n J W w U) O -� � � Q U) Rf Q Z cn Q m � J o Q r= V > z 2 a U U w W w 0 � h o w x a S y REVISIONS: JOB NO. DAA: lle'M'Y ' 10.26.17 SHEET NO 5: ion. =LIFE SAFETY WARNING AN his symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING .. TO DETERMINE IF MULTIPLE PLY. ,. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' SY THE PEAK. CONSULT BCSI 30' Sp IT or less pan Spread Sre der Bar I 60 degrees or less 1/2 span —�j Tag line Tag line -�Approx 213 to approx. 1/2 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss This way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses 1`i are installed. /i • • AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. U WARNING L The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend ' B RG WAL 19"CEILING fill REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4. SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS MANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS GRC GRB HD26-2 (12) 10d nails (18) 16d nails *Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" A Do not stand on truss a NOTES: *ALL BEAMS BY OTHERS. *TRUSSES ARE CANTILEVERED 1'. *BUILDER TO BALANCE FRAME CEILINGS AS NEEDED. 3 i CEILING AT mwuaa 81 ,n.,.w.n.�ess�., _ 1 Ni —..... _ ...,,,,,....*,,, until they are braced per BCSI & properly nailed to straps and hangers !! I21-02-07 � 14-1 CEILING AT 81 I HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT 'i CORNDER JACKS ARE NOT BEVELED. SEE STANDARD ENGINEERING. 24" O.C. THRU CORNER JACKS ONLY CORNER DETAIL I! OVERHANGS NOT SHOWN FOR CLARITY STEP CEILING DETAIL 4-0 ( s�t3 BRG 11-00-00 2X4 TOP CHORD -00-00 i/4" HEEL UP -SET 4-01-07 If CANTILEVER T BRG 51r'_ TYPICAL END DETAIL 4-01 s�8' BRG 2X4 TOP CHORD 0-02 1/4" HEEL UP -SET 1' CANTILEVER 1-00-0 8' BRG REVIEWED BY: MAR 0 ToDD N. SMITH, P.E. FL PE #42082 Aiiiiiiii P ti FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED 1e undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority Aermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery I idersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Tin fall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers opffi ter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job she. It is the buyers responsibility to make the job she suitable for delivery. Chambers Truss It e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss t redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer sponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per III e for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable pri voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date ;livery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Tn asonable a8orney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will Iced for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guaranty Lymenl when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and I ldersgned agrees to pay such indebtedness including allomey's fees, d defaull in payment for material be made by I cipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred :rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11, Design responsibilities are per "'National Standard And Recommended Guidelines On Responsibilities I 3nstfuction Using Metal Plate Connected Wood Trusses ANSIRPINWTCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. .40111111. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the Information packet included on delivery before setting trusses. 1,1119911 Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES�TO HIS USE PLAN DELIVERED WITH TRUSST TRUSSES CHAMBERS TRUSS INC rige %Aahhh� 3105 Ole an er venue Fort Pierce, Florida 34982-6423 800.551-5932 Fort Pierce 772465.2012 Fax 772-465-8711 Vero Beach 772-569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604.0.1 County Indian River County Building Department Indian River County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live -10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category If: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Mites from Ocean 5 Conforms to Florida Building Code 2014 R.D.L=Restraining Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer andlor Engineer of Record Chambers Truss Inc. Drawing Name: 74737 SCALE: 1 /4" = V-0" 88 total trusses, 27 unique designs Designer: BLW Reviewed by: _ Date: 11 /10/17 FOR Not lnc►uded On This Permit CAL BUILDERS DESCRIPTION: File Copy SPEC Page 1 of 1 CUSTOMER INITIALS EACH PAGE 74737 TOSLAB SLAB L +0,-0- 2 3.0 ELT.O +0'-0" NORTHELENJ ATION SCALE:1/4" = l'-0" 3 SOUTH ELEVATION 3.0—)SCALE: 1/41t =1'-0" T.O EL +0'-0" 4 EAST ELEVATION 3.0 SCALE:1/4"=1'--0" x STUCCO FINISH EFT SIDE STUCCO FINISH STUCCO FINIS'A 5:12 5:12 - 5.12 SHINGLE ROOF �3 T.O. BRG EL +8'-0" STUCCO FINISH T EL WEST ELEVATION (RIGHT SIDE) 3.0 SCALE:1/4" =1'-0" IV -to" 0 io — 3 4" m m 'a o� EGRESS EGRESS LW.I. - - i0xtoxl SHELF & R l o ��gN-.1 MASTER BEDROOMo �m ITCH N DINING BEDROOM #3 12'-8" 4" 1 6lyfiv� REF. I m � `G-,ry Ox / m�� LL a 206 (2)2668 SH. ¢ mm �, a� CLOSET SH. — — ® AHU n I 4" ), 4LIVING T 2 2668 �X M ROM 1 S & ROD8'A" — — 8" 4 101" g'_0^ 3'-4^ 2'-0^ 4-3- 4" 8" 4" 4" EQUIPMENT BOLLARD 4" 2'-6" o 2'-fi" 4" (2)2668 V gx-7 2 CAR GARAGE N BEDROOM #2 1XCL "' m I m 01 OS Wi N N COVERED PORCH 5.0 — — EGRESS J � O a 9 -8^ 9,-8" 2'-4" 8'-4" 6'-8" 6'-6" 6,-6" 49'-8" 1 3.0 SCALE:1/4" =1'-O" AREA TABULATION AREA UNDER AIR: 1,259 SF GARAGE AREA: 446 SF COVERED ENTRY AREA: 87 SF TOTAL AREA UNDER ROOF. 1,792 SF EXTERIOR DOOR SCHEDULE MARK UNIT SIZE TYPE MANUF. GLAZING REMARKS POS_ NEG. of FLUSH - NONE 6 RAISE PANELS +29.8 -39.0 02 163'-0"X6'-8" 7'-0W-0" OVERHEAD - NONE (32) PANELS +26.3 -32.0 os 5-O"X6'-8" FRENCH - IMPACT 1 IMPACT GLASS PANEL EACH +28.8 -36.9 WINDOW SCHEDULE MARK TYPE UNIT SIZE MANUF. GLAZINGKREMARKS POS. NEG. of SH 3'-1"X5'-3" PGT IMPACTEGRESS +303 -40.0 SH 3'-1"X3'-6" PGT IMPACT +311 -41.5 SH 3'-1"X5'-3" PGT IMPACTEGRESS +30.3 -40.0SH 3'-1"X3'-6" PGT IMPACTEGRESS +30.3 -40.0SH 4'-1 "X5'-3" PGT IMPACT +30.3 -40.0 vul I-1 .L1a O � W O O �i N �Q ucq � N O U � �QON a�aC\ Q� � cn QLn O U Lq 44 cn l` �p0 a f0f' -0 ' o c V >mpZm C ® = i, " p t rUq cu m yUi C E 0 \p\\\\ N 0 0 co -0 III Z J "L O 0 W j 0 m w o fY ® � Z Q (I) x W J L 06 Z Q _cc o p ILL w w � ¢ w O 0. 4 i di JOB NO. ES-17-065 DATE; 10fftj7( SHEET NO. 3.0 n 0 N =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. I As DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSf 30' Span or less siT to �n Spire der Bar 60 degrees j Or less 112 span _... App wp ox Tag 1/2 or pan REFER TO BCSI REFER TO BCSI I,us, must be set this wev d ca ane is used Truss must be set this way if crane is used. ,Is, is an example, your ^.ass may not match Truss is an example, your truss may not match. mssi cane operator sei, v,iss [his way Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at ^indicated height before trusses are installed. • it AIR HANDLER NOTE Un FesSnoted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requi ements. This may be in conflict with building code and A/C Desi n requirements. Consult with Building Department and A/C Contractor. ! w WARNING ! The s ze of these trusses makes it necessary that they a set by a profeesional builder .,The with and experienced in the problems and dangers of setting large span trusses. The bL Ilder and erector should consult with an engineer licensed in Florida specializing in woo roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. go! T PLATES BY CHAMBERS TRUSS REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN n p rna'+vlNG HANGER ID FASTENER FOR FASTENER FOR P.!55 CARRIED TRUSS I CARRYING TRUSS Please refer to Standard Engineering package for general instuction on installing hangers 10d=0 148" x 3" 16d=0.162" x 3 1/2" Hatch Legend F777181 BRG WALL !J9' CEILING HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION. A Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! NOTES. * ALL BEAMS ARE BY OTHERS. * BUILDER TO BALANCE FRAME EILINGS EEDEDI, UUt"Mr- li I t7NU X4 TOP CHORD /ALL HEIGHT 8'-0" ND DETAIL: TYPICAL HIP CARREEI LOCATED AS DIMENSIONED ON it I I CORNDER JACKS rc O i ARE NOT BEVELED. SEE STANDARD w oA Ili ENGINEERING. OWE I Oz II ! ll If i Ili ,I I I 1, r I i I 7' ,1 24. O.C. THRO CORNER JACKS ONLY 24- r CORNER DETAIL OVERH4408 NOT SHOWN FOR CLARITY SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" DETAIL:STEP CEILING 1-00-004-01-07 5r— Auto,i I,I it N APR 2 4 2018 ST. Lucie County, Permitting �� # 11303—0-75(v FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED e undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for'. determining successful fabrication of the lasses. 2. All dimensions it this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss hall have three (3) business days in which to begin repairs requited, or to substitute other trusses, at Chambers option. 10 days of delivery remedy will be according to Florida statute 5%. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA . :Delivery isto job site. It isthe buyers responsibility to make the job site suitable for delivery. Chambers Truss has sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will . be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has i b redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is Sponsible to Chambers Truss for lowing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout A $50 per hour for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. 1 nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of: livery it buyer cannot accept delivery of fabricated lasses. The undersigned agrees to pay Chambers Tress i reasonable attorneys fee for collections in event of payment not timely made. 1-12 % per month service charge will be; ridded for all sums not paid within terns. 8. Signature or initials anywhere on this sheet constitutes agreement to all terns herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees )ayment when due of any and all ildebtedness owed lo Chambers Truss by any entity retteiving material and the; ndersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the i wiplient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to! erein, the parties agree that the sole venue for any such action will be Saint Luce County, Florida. 11. Design responsibilities are per '"'National Standard Arid Recommended Guidefines On Responsibilities For; nstruction Using Metal Plate Connected Wood Trusses ANSI/TPVWTCA 4 - 211DT"' 12. Warranty is per Chambers Truss Warranty attached. A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC .. A 3105 Oleander venue Fort Pierce, Florida 34982-6423 800.551-5932 Fort Pierce 772-465.2012 Fax 772.4858711 Vero Beach 772-569-2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM -...-.-..-_- LOADING/DESIGN CRITERIA namrcleUE - DESIGN CRITERIA PER CODE SUCH AS See 1604.6.1 County ST. LUCIE Building Department FT. PIERCE Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(DirecbonalyC-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live -10-Non Conecurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category If: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75142 SCALE: 1/4" = 11-011 86 total trusses, 27 unique designs Designer: RLC Reviewed by: RLC Date: 04/23/18 FOR CAL BUILDERS DESCRIPTION: 5333 EMERSON AVE. Page 1 of 1 CUSTOMER INITIALS EACH PAC 75142 .Lwoor_- L�