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18-1096A New for: BBA 110.1 Construction work shall - - - remain accessible and exposed for inspection purposes. 110.3 Required Owner/Builder Roof inspections: Sheathing/Deck, Insulation, Dry -in ................ ,,, .......... 2510 NE 4th Ct Tin Tag/flashing, Roof covering (In -progress). Final Inspection. Boynton Beach, FL. 33435 TERMS OF USE & LICENSE AGREEMENT Building Codes And Zoning Requirements At the time of creation, these plans were designed to meet the requirements of a nationally recognized model building code in effect where these plans were produced. Because of the great differences in geography and climate throughout the United States each state, county and municipality has its own isiW— ?ng, codes, zone r-eq,..we!m-ents, ora ma -aces a-na, tauildtny,-reg ulation-3..l nese plain may, neat To be, t modified and additional drawings and details may need to be added to comply with your local conditions, requirements, and a wide range of other matters.All of our plans can be adapted to the local building codes and requirements. It is the responsibility of the purchaser and/or builder of each plan to see that the structure is built in strict compliance with the governing municipal codes (city, county, state and federal). In addition to the building plans that you order, you will also need a site plan that shows where the house is going to be locofea on, the-t6f.i1rteere,-:aree-so neareasof the -co mvrr^yT;ha -have- verystrictengineering.c3des. if. 'you,are J. building in this type of area, it is possible that you will need to hire a local engineer to analyze the house and provide additional drawings and calculations that may be required by your building department. Notice Duty Of Cooperation Our firm assumes no liability for any home constructed from these plans. Only qualified Designers, Architects, Contractors or Structural Engineers should attempt to modify any portion of these plans. it is the sole respon Maly of tr-to-purc�naser+,o-o&ia-in .—y dna c4&frucfura+ anay$is, -engineering. and-specifica-tions khat are required where the structure is to be built. Written dimensions on these drawings should have precedence over scaled dimensions; the contractor shall verify and be responsible for all dimensions and conditions on the job. Architectural And Engineering Seals Some cities and states are now requiring that a licensed architect or engineer review and "seal" these plans, or oTle!afapprove- tnerprior T^ construction: in addition, you. . ^gay neeG to o✓truar per, r, 4-s r r inspections- from nspect+ors from your local governments before and in the course of construction. Prior to usina these plans, we strongly advise that you consult a licensed architect or engineer, as well as consult with your local building official . • , ; - . these cans. We authorize t before applying for any permit or before starting any construction related to th p he use of these plans on the express condition that you strictly comply with all local building codes, zoning requirements and other applicable laws, regulations, ordinances and requirements. license Agree menf By the purchase of our plans, customers are granted a limited license to use the plans for the construction of only one home. It is strictly prohibited to reproduce, sell, modify, trace, redraw or reuse the plans or designs without the written permission from the copyright owner. This limited license also applies to all other reproducible media. All orders, once placed, are final. No refunds or exchanges will be granted. Terms And Conditions isnot per rmr #ed to copy -a, y part of our origin ai-designs or reproduce them in any way or by any paeans, unless you have purchased reproducible plans, which clearly indicate your right to copy or duplicate these plans. We do not authorize them to be sold to another person or third party. We only authorize the use of your chosen design as an aid in the construction of one single-family home. You may not use this design or these plans to build a second or multiple dwellings without purchasing another set of plans or paying additional design fees. '1 wins, And- Conathens - 0wrsersn, 4p a^.lti $ SL- Cit -UOC UIMSMS The Architect shall have the right to include representations of the Des ^n of Pro' ecct- '7c!udima, but not limited to, photographs, plans, drawings, artistic renderings, digital images, and/or videotape, anti/or such other similar demonstrative images of the exterior and interior of the subject project, among the Architect's promotional, marketing, advertising, and/or professional materials (collectivety, "marketing gnat -al". The Architect's marketing materials shall not include any image and/or description of the Client's co ,.dential or proprieTary i^TorInCITaon and/or proper{. The Architect shall be permitted to post an appropriate job site sign, which sign may include the Architect's name, business address, business telephone number, and/or such other similar business related information, within the boundary of the subject property, beginning with the issuance of the permit through the commencement date of issuance of a certificate of occupancy. Copyright Laws - Infringement Penalty !nese designs and pians are proTeCTed under the terms or united _NTCTes CopyrignT 'Law and may not of '. copied or reproduced in anyway by any means. All floor plans, renderings and other media advertised are the exclusive property of Sandra Puerta Architecture, P.A. Any willful infringement to Copyright Laws by any individual may be subject to severe penalties, actual damages, profit made, and attorneys fees of the owner of the copyright. 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I VICINITY MAP SATELLITE AERIAL i Cn o N -w P0 _ tz N m cn CD p Cr < �v:� .a �. 0 N. O L 0 N . 1•► CD C2 2, 3. r-91 0 :rCn rnc W �' m -n v CU N C!) � C C o N n � � A SCOPE OF WORK BBA 107.3.4.1, Deferred submittals: portions of the design not submitted at application, to be submitted to B/O. Listed or omitted on the const.documents shall be submitted to reg.design professional. (notation required:having been reviewed, found in general conformance to the design of the buiding.) deferred items shall not be installed until reviewed (revision submit) and approved bythe B/O. i . NE vAr C A RPvRT ENCLOSURE A PER PLANS 1 K S ¢ 1� ��T�R O� � L . 3. NEW ELE f AL AS, PER PLAM • A (F.B.C. 2017 ASCE-7-10 EXP. 'C') i. ENCLOSED � 175 MPH (8 SEC', GUST) HEIGHT 12 FEET IMPORTANCE FACTOR 1.0 i I - '�A Z DCG \/GI n("`ITV DDDCCI IDD VV.V 1 'JI Y I I J 1 BUILDING CLASSIFICATION IIIB i 17CC1 11 P, NC'Y i^) ACCIF CAT1,ON , rte I DUtLD(IVG CODES n r\ '1 -rr r� I /_V 1 / F.B.k,. 741-1 IC CI DESIGN WIND PRESSURES WINDOWS & 1 1339 S.F. NEG-RO.�t1 PS.F- _.. _ ;� ; ,..� :�y r T �� I WORST CASE ALL PENiNGS I T XE 4TH CT FIELD ZONE ) -42.8 PSF ' ._,.0,13 3' EDGE ZONE \Z -i 1.9 PSI CLASSIFICATION OF WORK 3'x 3CORNERS Q -108.2 PSF ly s"ali , TYPE Iii ALTERATION (CARPORT ENCLOSURE) BOYNTON "RIDGE IN Voice 1 (561) 367-7049 - Fax 1 561.712.8895 Q f j Email I Sandra@thearchitectgroup.com j a 2510 4th Court, t ortrtc-T i 1 1. I 33 £ { 5 R v . .,, x. :th ice.-.F�� .. ih Av0Rw SATELLITE AERIAL i Cn o N -w P0 _ tz N m cn CD p Cr < �v:� .a �. 0 N. O L 0 N . 1•► CD C2 2, 3. r-91 0 :rCn rnc W �' m -n v CU N C!) � C C o N n � � A SCOPE OF WORK BBA 107.3.4.1, Deferred submittals: portions of the design not submitted at application, to be submitted to B/O. Listed or omitted on the const.documents shall be submitted to reg.design professional. (notation required:having been reviewed, found in general conformance to the design of the buiding.) deferred items shall not be installed until reviewed (revision submit) and approved bythe B/O. i . NE vAr C A RPvRT ENCLOSURE A PER PLANS 1 K S ¢ 1� ��T�R O� � L . 3. NEW ELE f AL AS, PER PLAM • A (F.B.C. 2017 ASCE-7-10 EXP. 'C') i. ENCLOSED � 175 MPH (8 SEC', GUST) HEIGHT 12 FEET IMPORTANCE FACTOR 1.0 i I - '�A Z DCG \/GI n("`ITV DDDCCI IDD VV.V 1 'JI Y I I J 1 BUILDING CLASSIFICATION IIIB i 17CC1 11 P, NC'Y i^) ACCIF CAT1,ON �?M 1. RESIDENTIAL M -E i rte I DUtLD(IVG CODES n r\ '1 -rr r� I /_V 1 / F.B.k,. 741-1 IC CI DESIGN WIND PRESSURES WINDOWS & POS +80.0 P.S.F. 1339 S.F. NEG-RO.�t1 PS.F- _.. _ ;� ; ,..� :�y r T �� I WORST CASE ALL PENiNGS I T XE 4TH CT FIELD ZONE ) -42.8 PSF ' ROOF 3' EDGE ZONE \Z -i 1.9 PSI CLASSIFICATION OF WORK 3'x 3CORNERS Q -108.2 PSF l AREA'ALC'IILATI[)NS BAS BASE AREA 742 SF i I CCD CIi�IICL.lCF1 Ct�I�IL(I�r-n D('1D('`H 1 LI I II VISI ILL.J LI VC V LV I Vi\LSI 1 1 I 01:21 CC I Z_%J 1 JI FST FINISHED STORAGE 84 SF I IC1(-P 11NFINICI-IF17 CARPORT I 2ri 7 CF FOP FINISHED OPEN PORCH i 1 30 SF i TOTAL SQUARE FT. 1339 S.F. TOTAL UNDER AIR 741-1 IC CI NEW STORAGE 252 S.F. TOTAL SQUARE FT. 1339 S.F. NEW TOTAL UNDER AIR I 742 S.F. i i VISUAL INSPECTION REQUIRED FOR ALL WINDOW/DOOR ANCHORS. CALL FOR AN "IN -PROGRESS" INSPECTION SCHEDULED THE DAY WORK STARTS... PER BBA 110.3 PROPERTY INFORMATION ii ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C. 2017 6TH EDITION WITH ALL AMENDMENTS, THE 2014 N.E.C., THE ZONING ORDINANCES IN THE CITY OF JURISDICTION AND ALL APPLICABLE CODES AND STANDARD I� I=r e i n r -c( -s c) i hT I n K l -A I e K i rl RCI- ('`nrlG I 14 �%J L_ `qui a_ vL%.)v1\11 1 1�./1 v �/---�1 11-`0` vuL_ BOYNTON RIDGE LT 10 BLK 11 0100 - SINGLE FAMILY 2510 ivE 4TH ,T I -7 n( I e"" e`er /-1 1r- % r— �Ulvii M U N I C i PALiTY Voice 1 (561) 367-7049 A-5 R1 A - Single Family ( 08-BOYNTON BEACH) BOYNTON BEACH I -f-- LOCATION ADDRESS PARCEL CONTROL NUMBER 7t-lhIIKIt n C D A DTA ACKiT /-tl\Vi 11 1 LV 1 I T XE 4TH CT n12Ac c f%7 n1 n1 nn 1 10 -WI -V 1 I -V 1 VV BOYNTONBEACH BUILDING 1� 1e UILDING DEPARTMENT .- 0. AA7A Vircinn \AI( V / v t\I1J!Vt 1 1 CLASSIFICATION OF WORK �� I V i f o4 ly I I TYPE Iii ALTERATION (CARPORT ENCLOSURE) BOYNTON "RIDGE IN Voice 1 (561) 367-7049 - PROJECT TEAM CVR COVER SHEET 1 /"\ t A /\ # i n UVv IV CK � 1"1 # E # # 1"\ # \ 1 0-N,P1 P 1 n T r \ T "1 A ► i 1 t5UILUIiVV ucrHKl mn\4I JEAN ANTOINE & BOYNTON BEACH BUILDING DEPARTMENT 11rA E 100 L Boynton Beach Bind, 2510 ivE 4TH ,T Boynton Beach, FL 33435 BOYNTON BEACH FL 33435 Voice 1 (561) 367-7049 A-5 ROOF PLAN & NOTES I I ELECTRICAL PLAN + NOTES I -f-- A D(•`UITC("`T 7t-lhIIKIt n C D A DTA ACKiT /-tl\Vi 11 1 LV 1 LVI V I VV LJL{ I'11\ I /Y L! V 1 SANDRAPU�.ERT.AAR 95385 ANDRA , BOYNTONBEACH BUILDING 1� 1e UILDING DEPARTMENT .- 0. AA7A Vircinn \AI( V / v t\I1J!Vt 1 1 n = nInnBeach Rlu(J 1.. --'i ..; ly 1 1 +hGI '2r2i�7 IJvy 1 1 IIJI 1 vciu�..t 1, 1 L .w--r�l.J r Voice 1 561.712.8898 Voice 1 (561) 367-7049 - Fax 1 561.712.8895 Q f j Email I Sandra@thearchitectgroup.com j 1 SHEET INDEX _ _ CVR COVER SHEET 1 /y -LJ GE NERAL Nl—•/IES -r SPECIFICA110 NS I A-1 I EXISTING & CONSTRUCTION PLANS A-9 F'R 0 PU—S)ED CLLVAIi0 i A-3 ARCHITECTURAL DETAILS 1 A� 1 r�`e II � lin l I t� 1# ATI (111 D I A t� l 4 �! nTC C d.r� v SS. �' ,.r PLAN L A-5 ROOF PLAN & NOTES i E-1 C I ELECTRICAL PLAN + NOTES I CONTRACTOR TO VERIFY ANY CONDITION AND -NOTIFY ALL RESPONSIBLE PARTIES IF THERE ARE ANY DISCREPANCIES. THE ARCHITECT ASSUMES NO RESPONSIBILITY. ALL WORK TO BE PERFORMED IN C'C'C>,r�?fA NCE 1lUITI-1 TNF F,R,(`, 7(1] 7 STH ...,. , > ., , , r-nITInKI \MITI--) A I I A MEKI(i/Y PKITC TWI= I-U/I I I\ 1 14 r r 111 1 / \%L -L-! \1-1 VV1-1 V 1%J, 11 IL 2014 N.E.C., THE ZONING ORDINANCES IN THE CITY OF JURISDICTION AND ALL APPLICABLE CODES AND STANDARDS. N-. �.IIAN.7c %.or SQUARE FOOTAGE INTERIOR WORK ONLY oZ Q Z 00 H V. UJ U V Z U i V ~' W =U L6 ,. FA V) I LO NON NO.. M CQ CO Noo _2 N U J co ON �Lq co � N No 10 s CL Mar. 9, 18 BLDG. DEPT. PLAN REVISIONS: 0 r LID d' C`7 � O C r LA M C:00 C co Q� U 0 L, W Cover and Proiect Information /MANAGED BY- SP �DESIGN LBY: tt FZ I\1 -Y ILYYI-V U1. sp SHEET: CVR I 4- Ua� 4 -f-- W � LU l n r Q _ U U 0 5 Z V Q N 0 r LID d' C`7 � O C r LA M C:00 C co Q� U 0 L, W Cover and Proiect Information /MANAGED BY- SP �DESIGN LBY: tt FZ I\1 -Y ILYYI-V U1. sp SHEET: CVR __ PLYWOOD ROOF DIAPHRAGM: PLUMBING NOTES NO EQUIPMENT REQUIRED FOR THE COMPLETION OF THE SOIL, WASTE, ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. FURNISH ALL LABOR, MATERIALS A � STRUCTURAL NOTES CONCRETE SLABS ON GRADE: N ON THE STRUCTURAL OR DESIG , N/CONS I TRUCTION GUIDE - DIAPHRAGMV'. I 'CDX" TYPE AND SHALL BE VENT, DOMESTIC WATER HEATERS, PLUMBING FIXTURES AND ALL OTHER SYSTEMS AS INDICATED ON THE DAI KIr-1 IlZ / TMS 402-92 2705.2(b) - I I NO EXTERIOR SLABS AND WALKWAYS AS SHOW LL BE 19/3Z'MINIMUM THICKNESS,' DRAWINGS. I � GENERA,I_ 1,40TI.-Ij CONCRETE THIS BUILDING DESIGNED PER: 2705.2(a) - ACI -530-21 ASCE 5-92 ALL INTERIOR A HALL BE FOUR INCHES THICK MINIMUM REINFORCED WITH 6 X 6 -W1.4 X WI .4 PLYWOOD ROOF DECKING SHA AL CODES, RULES AND ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND ACI -530.1-92/ ASCE 6-92/ TMS 602-92 /ASCE-7 ARCHITECTURAL PLANS, S I CONTINUOUS OVER TWO OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. ALL WORK AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL LOC I I I MAX. AT ORDINANCES HAVING JURISDICTION. RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. IN THE EVENT OF A CONFLICT BETWEEN THE FOUNDATION SHOWN HAS BEEN DESIGNED BY RATIONAL ANALYSIS BY THE. ENGINEER OF RECORD WELDED WIRE FABRIC (UNLESS OTHERWISE NOTED). I CONNECT.PLYWOOD DIAPHRAGM To STRUCTURE WITH 10d GALV, NAILS, SPACED AT el O.C. I I WITH LATEST A.C.1 - "GUIDE FOR � ' AEDIATE SUPPORTS. UU NU; SCALL FC)k fHE EXACI LOCA1101"I Of— FixtURLS, PIPIINIJ, EFERENCED STANDARDS OF THESE SPECIFICATIONS, THE SOIL BEARING CAPACITY: 2500 PSF, IF INFERIOR SOIL IS ENCOUNTERED OR IF 2500 P$F CANNOT BE . BS ON GRADE TO BE CONSTRUCTED IN ACCORDANCE � SUPPORTED EDGES AND AT lY'O.C_. ALONG 'I HE INTERN DRAWINGS ARE DIAGRAMMAIK-�. . I ALLSLA EQUIPMENT, ETC. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT , PERTINENT CODES AND REGULATIONS AND R N. WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE) . TEST C 6 ' ' ' I - 8 CONSTRUtTION`(A.I:�.I. - �02.1 R). I I CIBTA !NED BY PROPER HLUNG AND CONAPACT!ON, CONTACT ARCHITECT, VERIEIC,ATO N:,OF THE bNCRtTE_h ORANDSLA I GABLE ENDS NAIL SPACING SHALL BE NI ON CENTERS MAXIMUM. STRUCTURAL WOOD: , MORE STRINGENT PROVISIONS SHALL GOVER BS ON GRADE AT COLUMN CENTER -LINES DIVIDING THE TO CONFORM TO RULES OF THE MANUFACTURWS, ASSOCIATION UNDER WHOSE RULES THE LUMBER IS JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. __ C;tHER'Y'�;SEi4o-,.ED.CGI,iTRAC-sGTZS;-;-.!�'-"�-';�l':'i'ALL '' WITH THE GOVERNING BUILDING DEPARTMENT. JOINTS SHALL BE PROVIDED IN ALL INTERIOR SLA I I I I STRIPS. 1 t 4 D; C A T 2 D O_ I I I I T I`; E3 r- D R ,-.Vy': I, IG S U", 1 LE ^ 3 ION FROM FOR MODIFIED PROCTOR ASTM, D 1557 SHALL BE FILED AININ t I I N UL 4R M A TERIAL, SLAB � IN SIZE. CAST SLAB IN LONG ALTERNATE EXTEND SERVICE TO WATER METER. PROVIDE WATER METER AND SHUTOFF VALVE IN VALVE BOX I P A t G, PREDOMINANTLYGRA QuARE PANELS NOT TO EXCEED 20 X 20 FT IFICATIONS). DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIAT BA I e'Ok SIST OF N'ONI-EX NISIVE, FREE DR- N I -1 INTO S _CUT,,COt4TRACTION AND PRODUCED. (SEE SUPPLIER'S SPEC RCHITECT FOR LOCATION. LOCATIONS WHERE PIPES PENETRATE WALLS, I I BE SCALED;WRR7EN DIMENSIONS SHALL "Ll SHAII - 14 00 PSI FOUNDATIONS 2500 PSI COLUMNS& , PROVIDE A CONTRACTION JOINT BETWEEN EACH STOIP� SEE PLAN FOR SAW TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL. OUTSIDE BUILDING. CONSULT A ` I I 25 � COAST HEMLOCK. FLOORS, AND CEILINGS SHALL BE WATERTIGHT. SANITARY PIPES SHALL BE OF HUBLESS CAST IRON OR THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NO' SUBMITTED TO THE FREE OF DEBRIS AND ORGANIC MATERIAL. SLABS I I S FIR OR WEST C TAKE PRECEDENCE OVER SCALED DIMENSIONS. SHOP DRAWINGS SHALL BE BEAMS 3000 PSI CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 5", I ISOLAT-ION'JOINT DETAILS. E FEET ON CENTERS AND TO BE NO. ,2 SOUTHERN PINE, UTILITY GRADE DOUGLA , -S) WITH A MINIMUM FIBER STRESS IN PVC (SCHEDULE 40) AS APPROVED BY BUILDING OFFICIAL. ARCHITECT FOR GENERAL REVIEW AND DESIGN COMPLIANCE. CONTRACTOR SHALL MAINTAIN MINIMUM CONCRETE COVER FOR POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: PROVIDE sAw-cUT JOINTS AT ALL SIDEWALKS AT A MAXIMUM SPACING OF FIV ALL STRUCTURAL WOOD TO BE SURFACED FOUR (4) SIDES (S4 , ERCE14T. CONIRACIOR TO VENIFY At Sft LU'�'AIIUN, ALL EXISIING COND111ONS. ELEVAIIONS AND SIZE CA- RY FACILITIES FOR THE DURATION OF CONSTRUCTION. SLAB ON GRADE III ISOLATION JOINTS AT 20 FEET O.C. (U.O.N.). I . 1. 1. 1. I I SENDING OF 1,200 P.S.I. AND A MAXINAU11/1 N11-11STURE CONTENT OF 19 P TEMPORARY ELECTRICAL, WATER AND SANITA MATERIAL SHALL BE isLACED IN LIFTS NOT -ExCIEEDINO 1:�'ANO COMPACTEb T6 §6 % MODIHED EXISTING MAINS, WATER AND SEWER FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB SITE AND LEAVE THE I AT, PILL - . � I ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR OTHER P%INIT I1Ij'�i',.C1U1"v"M'i Tlilll SITE F'RiORZ TO POUND IONS ! F00T!Nc_s ANCE OF 3 FEET BEYOND ALL FOOTING EDGES. TAKE AT LEAST I I ENALS SHALL,BE TREA71ED TO COMPLY WITI H AWPA S71ANDARD LP -2- ANY PIPING. BUILDING BROO.1,'. C: E1_1i,!. 7::E CONTRA.CTOR S: iALL ACQU " BOTTOM 3" . PROCTOR (ASTM D-1557) WITHIN A DIST I 'BELOW SURFACE. SEND RESULTS OF THE CEMENTITIOUS MAT I PER AIR CIRCULATION AND ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR, IN A FIRST-CLASS . - � CONSTRUCTION I AND SHAL . L . . VERIFY ALL FIELD CON DIT IONS PRIOR TO ACTUAL CONSTRUCTION. ANY cInES, 'yl ONE DENSITY TEST FOR, EACH 1,600 SQ.FT. OF AREA AND I Z STORE ALL LUMBER ABOVE GRADE OR FLOOR. STACK TO ALLOW PRO IVE. ALL WORK SHALL BE PORTED BY � .11 I NO ENGINEER. CONCRETE AND REINFORCING: PROTECT FROM WETTING WITH SUITABLE COVER. WORKMANLIKE MANNER AND MAKE THE COMPLETED SYSTEM FULLY OPERAT I DEVIATION FROM THE CONSTRUCTION DOCUMENTS DISCOVERED AT THIS TIME SHALL BE RE SUSPENDED SLABS: 1" TEST TO,OWNER, ARCHITECT A I I NG TO THE LATEST A.S.T.M. A-615 GRADE 60, COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. THE CONTRACTOR IMMEDIATELY TO THE ARCHITECT. ALL WORKMANSHIP SHALL BE NEAT, CLEAN, TRUE COLUMNS & BEAMS I I IZl TO THE TIES ALL REINFORCING TO BE NEW BILLET STEEL CONFOIRMI I ICE AND PLACED IN LL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND T. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE MISDESCRIPTION OF E SHALL CONFORM TO ASTM C-33. FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUALOF STANDARD PRACT A AND CORREC MAXIMUM AGGREGATE SIZE SHALL BE 3X. ALL AGGREGAT I � I I . I I � 11' DA'. I I DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90-667 SPECIFICATIONS. MORTAR ACCORDANCE WITH A.C.I. 315 AND C.R.S.I. MANUAL OF STANDARD PRACTICE. I � PROPER I MAGE �()R I Ht DURA I IUN Q� i HE INUI�K. WLST i�E'�AME�SfZE AND NUMgERA� VERTICAL OEBOS AkWE. LAP EAR UNDERWRIT ERS'AND UNION LABELS WHERE REQUIRED. MED, SHALL NOT RELIEVE THE P r, HOF to ALL MATERIALS SHALL BE NEW AND SHALL B AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PREFOR USED TO B0 ND CA4�1 I,SHALL CONFO RM TO ASTM C-476, TYPE "rr�'WITH A 2E.bAY sT. EN ,T ' 2500 tb-Lu,-,AN -�REINF606 ENT: 000 . I I I I LM I RIGID TEMPLETS FOR DOWEL ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF ESCF,C "MINIMUM OF 18 INCHES, U.O.N. PROVIDE MECHANICAL .t _EC, DETA:; Or ljly,C!;��- ^ , ,,, R! �T T'4�',' ' 1_1 R __ :: 111iTT1�[)O_,'1vl1.!1j[) - - . . nt�. 1 36 BAR E51AMETER OR I 1� HALL BE PROTECTED WITH A COAT OF BITUMINOUS C NTRACTOR 17 ',C)" P'ERrO�,'�"��'-'r_-'ZUC'j O." - PSI. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING.. � I N11. . :11 WINGS AND -FICIENT TO F ALL VERTICAL REINFORCEMENT AT NEERED H.V.A.C, SHOP DRAWINGS TO THIS THIS CONTRACT, UNDERGROUND METAL PIPING S Ce -,D I, A A 4�r-lKICIV T BE GROUTED SHALL HAVE VERTICAL ALIGNNA-ENT SUE, H.V.A.C. CONTRACTOR SHALL SUBMIT FULLY ENGI _,,,S, _,__,. ,O - I I LOCATION. PROVIDE STANDARD HOOKS AT TOP 0 � SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRA \jrDTJ _A L " 1 1 "BITUMASTIC" OR EQUAL. ALL UNDERGROUND SOIL AND WASTE � ,,, I,C STEEL�SHALL BE. GRADE 60, NONCONTIN USCOLUMNS(U.O.N.). APPROVAL PRIOR TO CONSTRUCTION, COMPOUND BEFORE COVERING. ERVICE WEIGHT CAST IRON WITH MEDIUM WEIGHTS CAST SPECiFiCAT IONS. MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL. ALL REINFORCING I I I 11 I . I UO D IN. POSITION PRIOR TO CONCRETING. PUSHING THE ARCHITECTIs OFFICE AND TO THE BUILDING DEPARTMENT FOR MEETING ASTM SPECS A-615. REINFORCING STEEL SHALL BE FREE FROM OIL, LOOSE SCALE, AND RUST. ALL DOWELS FORCOLUMNS SHALL BE SECURE ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR, IN A FIRST CLASS WORKMANSHIP PIPING SHALL BE SCHEDULE 40 P.V.C. OR S CEPTANCE BY THE ENGINEER IRON FITTINGS. ALL JOINTS BELOW SLAB TO BE MADE WITH OAKUM AND PURE VIRGIN LEAD. SOIL � , . 11. - - .1 , . THE CONTRACTOR SHALL GUARANTEE IN WRITING, IN A FORM ACCEPTABLE TO THE OWNER, ALL LABOR ELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND DRAINS SHALL BE IN DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. I" . , "FIED FOR BELOW SLAB z1-X'_EP'f 1111A i IFIt ALL DOW I UM 18 INCHES (SEE BEAM DIAGRAM ON MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERABLE AND AC Fc: 'D ',N`ASTEE AND VENT PIPING " BOvt - `� b !'-) nE �,A��AE AS SPE -s YEAR AFTER THE DATE OF IAL FEATURES OMITTED ON THESE PLANS, SEE I � I MON.OFTHE S"it�,��,O�j,,--'AC:,,-,C,ONTRACTOR SHALL VIS.;T THE jOB S'- Al'i- I - -, AND MATERIALS INSTALLED BY HIM FOR A PERIOD OF NOT LESS THAN ONE PLACE BEFORE CONCRETING. FOR OPENINGS AND SPEC BEAMOEINFORCEMENT. LAPPED 36 BAR DIAMETER OR MINIM MID- AN. ALL _FbP SHALL BE A,:COND I CEPTABLE BY LOCAL I - I I CED OR PROPERLY A PC H!TECTI IPAL 'A Ni n inp hArC, HAN Ir- AL DRAWINGS - . , . 1. I � ,'I h " ED ONLY AT SuPPbOt, tOl'i , `BARt:SPL1k_�bbNtY Af THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDIT IONS. ALL WORK SHALL'BE CONTRACTOR MAY AT HIS OPTION USE NO -HUM PIPE AND FITTINGS IF AC FINAL ACCEPTANCE. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLA . -I - I pLAN�)� BOt�Tbi�C&Aks-sIP-IC I .1 I �_ --�1P!r-T!0-,,'�,!!",! KA it 4r_ -t I I— ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS 'PAIPM A' " - An-ff!-'1-_'! COST T -!!- - NIER. SIMRSTA,Nff 11AL 1_1�!. __ � tt, - __ CONTINUOUS EDGES (U.O.N.). COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. AUTHORITIES. MODEL C/ 1 5/16 RLI \C.I, I N,� _I`..'� ...- - _! .0 -I �. fl, Q MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BARS HOOKED AT NON OR PROTECTION AGAINST ISOLATE COPPER PIPE FROM HANGER OR SUPPORT WITH ISOLATOR PAD, SUPER STRUT WHEN ALL PHASES OF THE WORK ARE COMPLETE AND THE SPACE CAN BE USED FOR WHAT IS INTENDED, ICED AND SHALL BE SEPARATED BY I ADDrINIFORCINGSTEEL 30 BAR DIAMETERS MIN!,hAIUM, WHEN' SPIL, AS REQUIRED (U.O.N�)- ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR F 1111- - ICK AND SHALL BE I I OVIDE ADDITIONAL CORNER BARS BENT 36 INCHES MINIMUM EACH WAY ' I ADDED REINFORCEMENT: PR I 1 2 PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. THE CONTRACTOR SHALL (OR EQUIVALENT) OR HAIR FELT LINING. HANGERS FOR COPPER PIPING SHALL BE COPPER OR COPPER i EXCLUDING PUNCH LIST ITEMS. ONE BAR DIAMETER OR WIRED TOGETHER. SLAB SHALL BE A MINIMUM 4" TH AT "U'AND'T'CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BAR (TOP, I . . , , ED WIRE MESH, CENTERED IN CONCRETE DOUBLED 3WAT THE I I I I FURNISH ALL LABOR, MATERIALS AND EQUIPMENT SHOWN OR INDICATED FOR A COMPLETE H V.A C PLATED. REINFORCED WITH 6" X 6" X 1.4/1.4 WELD I BOTTOM AND INTERMEDIATE REBARS). 10. SEE STRUCTURAL PLANS FOR MIN. SIZE CONCRETE TIE BEAM SYSTEM -IN STRICT ACCORDANCE WITH ALL CODES, AND THE AGENCIES HAVING JURISDICTION OVER R j� EDMA14"ER FROiNA BUiLDBiC,a-RUCTUPE. 1HAf*GEP6�F0,`, PERIMETER. SCRAPE SLAB AREA CLEAR OF ALL ORGANIC MATERIAL AND FILL WITH CLEAN SAND TO THE I IN_I�I , "`& AIL PftN1G_5HmkLLBE SUJPP'_-'RTED_;1,N; AiFf?, � ,',-, N_ ELEVATION OF THE BOTTOM OF THE SLAB. SURFACE MATERIAL CAN I BE USED AS SITE FILL. REQUIREMENTS. THEiRROJECT-ARD ALSO THE LATTESTEDMON, Wri,fiv :REVOONS OF TH,E FOLL0 V'VI �PU_BUCAIT110.11 � COPPER PIPING SHALL BE COPPER OR COPPER PLATED. BUILDING IDENTIFICATION r- Iiz IK r- R1 III n Klr--.,z it, stjtcH I ND 91 ALL RATED FLOOR AND WALL PENETRATIONS (NO PVC) SHALL HAVE FIRE, SMOKE, AND WATER STOPS BY i � ! A.H.S.i. 59.1 MECHANICAL REFRIGERATION N.F.P.A. PAMPHLETS 90A, 90B At I APPROVED NUMBERS OR ADDRESSES13HALL BE PLACED ON ALL NEW AND EX. -PH - - -,--!. � - - - POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. S.M.A.C.N.A. FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY � I S'A I D NUMBE RS � IS H A', L C 0 N'T R; �, S T WIT, H T H E 1 R 0, A C K 0- R OU11 4D I TH E ENTIRE AR EA P LUS AN A DDITIO NA L TH RE E FOOT AT P E RIMETER, SHALL BE THOROUGH LY I A.8.H.P.A.E. CORP. CIC FIR 855 OR 3M CP -25 CAULKING OR 303 PUTTY TO ACHIEVE THE SAME FIRE RATING AS WALLS COMPACTED BY AT LEAST TEN OVERLAPPING PASSES IN PERPENDICULAR DIRECTIONS. OF A VIBRATORY OR FLOORS. I I I ' , LOCAL, STATE AND NATIONAL CODE, rLILES, REGULATIONS AND ORDINANCES D CEILINGS SHALL BE WATERTIGHT. A MINIMUM OF 959o' OF MAXIMUM DENSITY AS DETERMINED IN LOCATIONS WHERE PIPES PENETRATE WALLS, FLOORS AN - 1; lt�az .1 , - ",;,- - " -" T_ - -1; D COMPACTOR TO ACHIEVE MASONRY I �z ��:�';I�;M'. 1z �0"rl ;c.C,H:EDi_,,�_E *Tt 114`;1,14, I-A- 1z, ;it - I- . - 4DE'NiS 4- T E 01�,AN aiN; -_NPES Sly, '"; " V � To- I 80C OR ASTM -DI 557, IF FOOTINGS ARE EXCAVATED AFTER THE TE MASONRY REGULARSIZE BLOCK - .�OELS ",�A4jj=p 4*1&1:i, -1.1. -0 -II .. - 11 — A ; Ill, -1 - — -1 - I , __ - , � ACCORDANCE WITH AASH ALL BLOCK WALLS SHALL BE TWO-�CELL HOLLOW CONCRE . I - - . I I -1 4t, -, , A r� M,* c: jAILS,SHALI, SE 111-IEWl- A xlla-BEARUJI. LA � I E APPI-tc c. A I �MR �,,, I �lt; .", iblq.��,M . ±a;i ,bA,: A_ ii I, M BOVE GRADE OUTSIDE OF THE BUILDING. FURNISH AND COLUMNS XTERIOR AND OOTING BEARING LEVELS SHALL ALSO BE COMPACTED TO A '1:��A i'M � bspsc ri ,kt - K albL L b WIT H 1 /Z'ARMAFLEX, AND TERMINATED 6'A , � COLUMNS SHALL BE 1 HOUR FIRE RATED TOP OF ISOLATED E BUILDING AREA COMPACTION, THEN ALL F I ,MM� I ,��..Iii:-C6N4:ok,v�A+4ittWt�4A8�I ilt--� lt,A, I C LACED USING CONDITIONING DUCTS SHALL BE Ill THICK, 3 1 /7'P.C.F. R-6 FIBERGLASS WITH VAPOR , Is ALL WOOD AN D/OR STEEL z: - - -1. - Ry OMP c-fak. AND INSTALL ALL DUCTS IN �A�;,;Zrl___.7;;:._ ��;,;_. Z".�_;; 4�;�_,��.r,-.I�;ZBC0 , ,-,; ,-,:;-.,.-I;,- 7.;�;,�; � :,;��.�!,.4_�� 95% OF MAXIMUM DENSITY USING A HAND OFEIZATED V1131ZATO C A .1 NCRETE MASONRY UNITS', GRADE N, f m = 1500 PSI. BLOCK SHALL BE P INSTALL PRESSURE RELIEF VALVE LINE AND TERMINATE AT A LOCATION TO PROVIDE READY V UAL I,;: , - BEARING CO BARRIER JACKET, UNLESS OTHERWISE NOTED. FABRICATE - �m C�c M - MINIMUM OF I - , , � 11:- __ t- I -N--l-t- il-I I -0 __ — . ONITORED DURING SOIL COMPACTION. ANY ISE NOTED, LAY-UP.MASONRY WALLS TO BOTTOM OF TIE BEAMS I , 4 . PERIUMETER I 1-1,11 I i � � RER'S PUBLISHED INSTRUCTIONS. DUCT INDICATION FLOW. COPPER WATER LINES RUNNING UNDER SLAB SHALL BE PROTECTED BY A MINIMUM ELEVATIONS (MINIMUM 1 �4' BELOW TOP OF SLAB ELEVATION, OR AS DETAILED ON THE PLANS. EXISTING STRUCTURE SHALL BE CONTINUOUSLY M RUNNING BOND UNLESS OTHERW I 1 STRICT ACCORDANCE WITH THE MANUFACTU I I CH BELOW IT ED ON THE BUILDING PAD AREA SHALL BE COMPACTED TOA MINIMUM DENSITY I I . � CRETE FOR IWWA,LL COLUMNS. GROUT USED TO FILL MASONRY CELLS IS TO I . AIR DUCTS SHALL HAVE AN OF 12 INCHES OF EARTH COVER, I INCH AMAFLEX (HOT WATER ONLY) AND SLEEVED 2 N I , I 11 I BEFORE PLACING CON I I SIZES ARE NET INTERNAL. ALL FRESH AIR EXHAUST I OF 957S OF THE T-1 80 MODIFIED PROCTOR, IN LIFTS NOT TO EXCEED 19'EACH. THE AREA OF THE � 11 IVE STRENGTH, OF 3,000 PSI AT I . NS. DUCTS.FOR EXHAUST AIR OR FRESH SLAB TO 12 INCHES ABOVE SLAB. , COMPLY WITH ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESS , ' ADJUSTABLE DAMPER AT GRILLS AND OR FA I To PLACEMENT OF STEEL, WITH A VIBRATORY GGREGATE, AND SHALL BE . I MENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. DOORS & WINDOWS BOTTOM OF THE FOOTINGS SHALL BE COMPACTED, PRIOR 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM OF 3/9, COURSE A MINIMUM 1" R-6 FIBERGLASS VERIFY ALL D " - �,_;,;,;, � D;::,r;,,�,, - ;, 11. , - - "ER ` -I- I A, - 1?, I I � I AIR SHALL BE GALVANIZED SHEET METAL WRAPPED WITH - i;,:c.'.;.;;..zz,',�-;;,,4,,4,- --t-NiH PIP,< ED1,Ai,,_ !-, �jl, . I ,, It _ 11 BE TAKEN IN 11 CONSOLIDATE GROUT. I r: cicc� 1ALI Fit)X,TURE oc-&HAU E�r z -,z -,-,;-.z:,- -. Z:--� ', , ,��. , , " - ! ,�,i N OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE COMPACTOR TO INSURE UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL, PLACED WITH A SLUMP OF 9'TO 10" - USE ONLY MECHANICAL VIB ATION TO � B; �. 1,7 & -'ERf�:10��T,I%TS�,,z,,-,-+4'-Z��,,',,SC�VE�iI I- ,. C�r_ BU�,, r � ' ' ii�Lt I ,-T. ii� cULAT�.C�� -.,,�,; , ��L._H. ALL BEDROOMS REQUIRE A - USE�O.E� 'L . L SHOCK ABSORBERS. PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING, RISERS, ' ,24 INCHES IN 'I '1> Xt I jAjM�kjN,fRit-op jttz'11�11.-N�ORT, _38-ALL'g-E - ALL INTERIOR AND EXTERIOR MOUNTED H.V.A PIECE OF EQUIPMENT. USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH THE FOOTING AREAS. I , OE I �, � M O.- Rt, �,I�Z',SHA-'" SE :) VERTI�AL MORTAR JOINTS SHALL BE 3/e' .C. EQUIPMENT SHALL BE SECURELY RES, AND To EACH I C', �: _', I T rtr 11. 1,!4,411 1:rT!1r AS OUTLINED IN ASTM C-270.HORIZONTAL ANI � , ... t.nrT!,,','7nPE�,1',��',-,--�,"-�:-:-,',!n-.--,�,.� R -T11 -M, 1- � - AT BOTTOM OF I� 7 'ZCj7� !--!, -' f:'f__1-- T! �, D_0_7�0.11 . _. . � t-;? - AND MIXED FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BRANCHES, GROUP OF FIXTU I I !14LDGHT ANCI - .. . ISM SHALL BE PLACED HIGHER THAN 5CABOVE THICK UNLESS OT I HERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE BUILDING: CODES. THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE PIPING ' FLOOR AND NO PART OF THE OPERATING MECHAN -I OR NEAR THE SILL. NCE OF FOUR (4) FEET BEYOND THE PERIMETER I RS FOR MORTAR TO CdRE PRIOR TO GROUTING CELLS. STACKS. CLEANOUTS LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. T SOIL SHALL BE TREATED FOR TERMIT ES FOR A MIN. DISTA FILLED AND ALLOW A MINIMUM OF 72 HOU � I - ; ALL OF THE ABOVE FOR APPROVAL. CONTRACTOR SHALL INSTALL ALL EQUIPMENT I I FINISHED FLOOR. SINGLE HUNG WINDOW OPERARNG MECHANISMS SHALL BE A I I ED AT THE BOTTOM OF THE GROUTED CELLS AT EACH LIFT. I I CONFORM TO THE BUILDING CODE WITH ALL BE PROVID I IN SUCH A MANNER THAT THEY MAY BE READILY ACCESSIBLE FOR VENT LINES TO EXTEND 6'MINIMUM, ABOVE ROOF AND FLASH WITH LEAD. PROVIDE AIR CHAMBERS AND WINDOWS MARKED'EGRESS'MUST BE MANUFACTURED TO OF ALL FOOTINGS AND/OR SLAB EDGES. D IN CONCRETE SHALL BE CLEAN OUT OPENINGS SH G. GROUT AND ACCESSORIES ONSIBLE SHUT OFF VALVES FOR ALL WATER supF>LY PIPING AT FIXTURES. PROVIDE VACUUM BREAKER AND SHUT TS PER N.F.P.A. 101 CHAFTER 22-2. A DOOR S METAL ITEMS TO BE EMBEDDE ING AND INSPECT104AND BEFORE GROUTIN I ' � i I SERVICING AND OR REPLACEMENT. H,V.A.C. CONTR RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMEN ALL PLATES, ANGLES AND MISCELLANEOU I I CLEAN OUTS SHALL BE SEALED AFTER CLEAN I I I I I ACTOR SHALL BE RESP - 'L� 1<1': E _ - - TO , lil --SiSTBA 0- - ;A!', i E C "11 A _t: *11z��Z` � MARKED IN PLAN CALLED'EMERGENCY EGRESS'SHALL BE DESIGNATED AS AN EXTERIOR DOOR NOT SECURELY AND ACCURATELY FASTENED TO THE CONCRETE FORM WORK BY A MINIMUM OF TWO (2) LIFT SHALL NOT EXCEED 4! 1 I., ��.t� ". A114 - z OR pp,agL,iC_ jptZz R�,j C 7RONtS FO R THZ O.;,.: = 'v I I , .. , f6 ., t �:, E0?,aAL:%(4CbbC,THEi -),1.Ai_ , I BACKFLOW PREVENTERS AND MOUNTED 26 ABOVE GRADE. BE SHUTTERED FOR EMERGENCY EXIT DURING HURRICANE EMERGENCY CONDITIONS. DOOR TO HAVE FASTENERS PRIOR TO CONCRETE PLACEMENT. l , -;Rf446f�dlw� STE a sH�a�t 5�,GRA`Itr�,60, W,E50-�� A�f AA S,Pf_Cl� AT rl-IN A-6415, i��Nf I-Im,"K' OWNER'S OPERATION OF THE SYSTEM. ELECTRIC STRIP HEATERS SHALL BE ALL HOSE BIBS SHALL BE FURNISHED WrrH ��!n,-_'.:Iz,z: 7 T -- H,Tap BAn FROM ADJACENT Att I I CALE AND RUST. i SANITARY PLUMBING PIPING TO HAVE i"WN. 1/8" PER Ff. PITCH AT ALL HORIZ. RUNS PROVIDE CLEANOUI`S _ I -TEMP CUTOUTS (AUTOMATIC AND A -MUN. ck EA !:� r1% r!7 .1 1!: 11 I! �� n r �, .-: I 1, - �,�', n Tn �: ! _t " "!: - _- En !:� :,Q " " qz :, c� �'.-"t r ACT �t, STEEL SHALL BE FREE FROM OIL, LOOSE S I UNIT -MOUNTED, COMPLETE WITH FUSES, HI I -1 � L __ _ _ _ __ "..-FASS - I... . 11 - I—— � _-:_11 BUNDUEALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITT URAL BEAM. UIREMENTS OF THE I I I BEAM. ALL TIE BEAM REIN FORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCT MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM wrH ALL REQ MANUAL), RELAYS AND ETC, WITH SIZES ARE REQUIRED. PROVIDE FIRE DAMPERS IN AT THE BASE OF WASTE STACKS- , I i -1, ALL ADDED LONGITUDINAL STEEL REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT U.O.N. "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI-530.1-99/ASCE 6-99/ACSEfrms 6o2-99), AS ALL DUCTS PASSING THRU FIRE RATED ROOF, CEILINGS AND WALLS, UNLESS PROVIDE 1/4!'WATER SERVICE TO REFRIGERATOR. ONRY STANDARDS JOINT COMMITTEE.' � I R AS REQUIRED BY THE ALL FIXTURES SHALL COMPLY WITH MAXIMUM FLOW RATE OF CONSUMPTION, INSTALL ANTI -SCALD I I 11 I I ER THE D16CT SUPERVISION OF A 'CERTIFIED OTHERWISE NOTED AND OR SHOWN ON THE PLANS AND/O I VALVES AS REQUIRED. STRUCTURAL -STEEL MASAON RY CONSTRUCTION SHALL BE PERFORMED LIND 1� PORTION OF THIS PROJECT AUTHORITY HAVING JURISDICTION.\ ALL HEATING, VENTILATING AND A R 1&G,z?�:,�% . " � _�qDF'0, _,LLC,� I. T T_ 1. IDA I , -_� ,-�ii-iGSYK-E�,i�&A�i---,t:-,C---S;:.w -_�t i f 0,=,j, � cc, T i�A�� WINDOW SAFEGUARD NOTE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC I STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE NASONRY � STRI' 'T _,H=SIAfE:0FEL0R, - i, Lt ,( I _R , 'If -1 UC,TU-RAL MA80W. SHOWER HEAD 2.5 GPM @ 80 PSI , j�t 't OR, O� c, M i A,_,C, ,,,� IWA�L - - A" ,,I% I i - 'A ERM _ D , M�tbgWy Cb4T. A T � _ST.RU CH WIN DrY)NS AND THE SILL IS C, �. �, , ,j, I SH .r,c . �f , . I ODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION, LATEST EDIT ION I -AORE THAN 4 FEETION THE FAR SIDE OF SU ,��pEC�.,r!C�At,-C,,,I'�,A',-',STr--r--!-�,'��A!-- __�.-�JFF RN,1,TOASTN1 _�,,�,;-iop.CCNN,ct�,r,,r4�-,'.;�IA,LLP,l�VELDFO� I ED M WATER CLOSET1.6 GAL. PER FLUSH WHERE THERE IS A DROP OF t c r - ' , - THE SENIOR MASONRY SUPERVISOR WILL,BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISH WITH REVIS104NS. A/C AIR HANDLING UNITS SHALL HAVE CONDENSATION SAFE - V -R E L) -1 0 S AT COLUMNS, TRUSS CONNECTIONS AND � I 114C: i A6%'.)'V- - - - � --- �;E WAtMNG ��URFACE; SAFEGi �ARDS ShiikLL BIE � FIELD CONNECTIONS SHALL BE 325 HIGH STRENGTH BOLT . 1, I SINK FAUCET 2,5 GPM 9 60 PSI r._, LESS THAN a6 iit n t iilt Nc?-�f' alu I T USING CALIBRATED TORQUE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, I E GROUT. WAS% WfTRAP. TEST ALL WATER PIPING UNDER A 15o Fist f-!YDROSTATIC TEST FOR A.MjNIMUM PERIOD OF TWO HOURS. PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN. ALL OTHER CONNECTIONS. HIGH STRENGTH BOUS SHALL BE I SIAL I IN MASONRY, FILL TWC ADJACENT WITH CONCRETE 9 WRENCRES. TURN OF NUT METHOD WILL NOT BE ACCEPTED. BEAM TO BEAM CONNECTIONS SHALL BE WHENEVER ANCHOR BOLTS ARE TO BE SET " I BOLTED WITH STANDARD WASHERS UNDER NUTS. ALL BOLTS SHALL BE 3/4!'DIAMETER U.O.N. PROVIDE ALL "GROUT SHALL BE FLUID, SLUMP SHALL BE 9" +- 1 1 ELECTRICAL NOTES F ELECTRICAL `� 9/1 6- DIA. HOLES, 4�-U- O.C. MAX. FOR ALL WOOD BLOCKING ATTACHED TO STEEL. CUTS, HOLES, THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT 0 THE LANDSCAPING NOTFS - 11 SECA - I ' " - I , �,!, -, �, k,'LEDTO ARCt!"llf"El' TA,Tla,M� "� 10- J_ � . -z cmv-ummp. zacu,muat�l .. ZK - - �, PR! l, � 1� SECURITY NOTES EL SHOP LINTELS AND SILLS wopm,m,ly mc,P�EPA,maz NO MORE THAN 5076 OF REQUIRED TREES CAN BE SAME SPECIES. COPES, ETC_ REQUIRED IN STEEL MEMBERS BY OTHER TRADES SHALL BE SHOWN ON STE � I . I ol.t,iEp-,Wlk�RAM60-81.iALti4,kV,E "-!� I T I, ITI. f - - .. , ., " I , �VvR` Ak_%�NOT- I I To COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS, ALL WORK SHALL BE DONE , "' �HA I I-1 A i,if-1 C- ` -.11111 � V�r_p�,j_nERS �1 Lit t4OT BE I U� V -1 -AL L OKENIN`661 K14 I I ,, _ . I A K Ir D AT TIME 01' I L A G. 11c '�l T!!r- 'Z! !Or- �01I_,!Z�N'ING ,- ! rs OR CUTS IN STEEL ANY CW I - E PROPERLY GUYE , ALL LOCKS ON EXTERIOR DOORS SHALL RESIST A FORCE OF 300 # , APPLIED IN ANY MOVABLE -.-,n7z! 0!:t _ __ __ I .N.- _,�:_I__- I , I ITH 1 #5 BOTTOM, MINIMUM OF WBEARING BOTH ENDS, DE AND ALL CODES,, - _' 'LLTREES LLB I - I.A'AIN IS ANQ.,�At,D7_ 1. . ;: -.-- - - I S SHALL BE H.P.- DIR-ECZT.�aN.-ALLE"T R: F; .': , - H,`-`,: : ;�; - �__Ilill - ,.-.--L_; , ::-� -_ai 1&'Z'�', ,, IN ACCORDANCE WITH THE LATEST Ew 6N OF THE NATIONAL ELECTRICAL CO -1 LAID EVEN WITHOUT Dz'K WIT, � = _R, I - ,_a -,-,- SILLS REINFORCED W SOD TO BE ST. AUGUSTINE l'FLORITAW'FREE OF ALL PESTS OR DISEASE. IT SHALL BE I I ,A 11 -l -C"'. L.,_', �� = SiN�IGLE .1 . I- I I'll" ,� PERMMED UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. ALL LEVELING AND CONCRETE LINTELS, & - DOOR. ALL SINGLE EXTERIOR SWI�,� DOORS SHALL HAVE A KEY OPERATED LOCK, OPERABLE FROM BEARING RATES, ANCHOR BOLTS jEXCEFT FOR WOOD), AND LOOSE LINTELS SHALL BE FURNISHED BY UNLESS OTHERWISE NOTED. E 9 GAUGE GALVANIZED LADDER TYPE REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS., DISCONNECT SW TCHE ,�O&LET GAPS. AVE AN T EVERY OTHER COURS Q I 0 BE LAID OUT IN A UNIFORM AND CONSISTENT PATTERN. . I WITH A MINIMUM 6000 POSSIBLE KEY CHANGES. KEY ON KNOB LOCKS SHALL H STEEL CONTRACTOR. ALL BEAMS SHALL BE FABRICATED WITH NATURAL CAMBER UP, STEEL HORIZONTAL REINFORCEMEN RATED, HEAVY-DUTY, QUICK -MADE, QUICK -BREAK ENCLOSURES AS RE UIRED BY EXPOSURE I EXTERIOR OLT OR WITH INSERT. EXTERIOR SWING bOORS SHALL BE SOLID , NWET AND GROUND COV R AND SHRUBS T AUXILIARY DEAD BOLT WITH HARDENED B WITH VOON CONTRACTOR SHALL CHECK ANCHOR BOLT LOCATION PRIOR TO ERECTION AND NOTIFY GENERAL DUR-O-WALL (OR EQUAL) BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS I I ALL PLANT MAI ERIAL SHALL HAVE AN APPLICATION OF SLOW- RELEASE FERTILIZER (AGRI.- FORM OR ' I CATIONS. ELECTRICAL (ZIN�11 A 01 AT Tlk� E: r -IC 1?,IIZTA I; ATlf--,N!. - , CE DOORS SHALL BE PROVIDED R OF ANY DISCREPENCIES SO THAT RELOCATION CAN BE MADE WITHOUT IMPEDING THE . DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED LO ^ ! --t - .. "'. - -. .. � CORE NOT LESS THAN I 3/4�'THICK. FRONT MAIN ENTRAN JAVE NON -EXPOSED CONTRACTO I OVIDE PROPER -CT I 0 -a" C�'- To �,%A._ . R IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIESTO AVOID DAMAGE. UT SWINGING EXTERIOR DOORS SHALL 1 PROGRESS OF THE WORK. STRUCTURAL WELD SIZE SHALL BE I 14"MIN. STRUCTURAL STEEL SHALL RECIEVE SYSTEM SNALIL BE': G-PaWNIDED. PIR I S2E AND TYPE OF PPOTE RON � ' -S CONTRACTO SCOPE OR VISION PANEL. HINGES ON 0 � N TO ARCH ITECT/ENGIN EER T ,,� fr' LIVING AREAS EQUIPMENT BEING SERVED. LOAD DATA IS BASED ON INFORMATION GIVE I�jl � & A AT, ERIALS NRECE � RY So A �1.ij� - A , ERE -E. IC ,O'vT-E 2 UI IN I I SS� I �� vl� IV SCREWS AND NON - - I I -_P cOjA1T!-_I - -- -! C C! '!� T rr-O',!! !- I COAT,"PA'Ci',,�,IL'-,-,!-Llf--K,�V�,� -CONTRA TOR SH 'ALL 'c RESPONSIBLE "OR ALL PILA � ANIl -t "t ILL VABLE PINS. SINGLE SWING EXTERIOR DOORS CONNECTING , - , 14, yr *10- PP - �= -REMO _�! - '. ". � ___ _.: � . t.,OMAT _r � .2- � � 1� . MAT LS __ --.,- - - , :_1 �A� 1. T ';,N. VERIFY ALL EQUIPMENT AND PANEL SIZES PRIOR TO ORDERING ALL ERiA 'ALL PLANTING BEDS. .:--.- F -- -,=::.%- - - .1�1= 1, �7 "�.",'��,--�S,Y,A;-L=-Z:zl�=-�-:-:==-�--,-"�:',"-�'.�,�i A, -,,,,D- AT TIME OF DESI(� AND COMPLETED APPEARANCE IN ... ig , _ , ,!4 l. -I -.1 - 11�,_Z_;:;� .:�'._�,L;, I . '. G,'�,C,;,iv�a_a ": , ,:_:,� _ � -4. ; H SETS COATS (4 MILS THICK) WHERE IMBEDDED IN MASONRY. ., - B S SINGLE BOLT WITH ONE INCH MIN. THROW OR A COMBINATION OF DEAD BOLT AND DEAD LATC WOOD TRUSS NOTES 30 PSF SUPERIMPOSED DEAD LOAD = 25 PSF FLOOR, SHALL BE NEW AND BEAR U.L. AND UNION LABELS, WHERE APPLICABLE, ALL WORK SHALL BE DONE Y THE MINIMUM TOPSOIL DEPTH SHALL BE 6 INCHES FOR GROUND COVER AREAS, 4 INCHES FOR SEEDED AND AN AUTOMATIC DOOR CLOSER. ALL GLASS IN EXTERIOR DOORS SHALL COMPLY WITH ANSI 279.1 LUMBER DESIGN LOADS ROOF LIVE LOAD = A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED GRASS AREASl AND 2 INCHES FOR SODDED AREAS, I ALL WINDOWS (OPERABLE) SHALL WITHSTAND A FORCE OF 150# IN ANY OPERABLE DIRECTION. SLIDING LIVING AREAS (DL + LL) = 60 PSF, (BALCONY = 125 PSF) OF, 1200 PSI, OR SOUTHERN PINE #2 SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTABLE TO THE ENGINEER/ARCHITECT. ALL WORK SHALL ALL LANDSCAPING MATERIALS TO BE FLORIDA NO. I GRADE OR BETTER. GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE ALL LUMBER SHALL BE DOUGLAS FIR WITH A MINIMUM FIBER STRESS I I BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF CONSTRUCTION. rr-rIZIZrn WITWIN THE STRUCTURE COR F!KTfJRE!N �A,'HICH!S I 11 I I-' LIFTED FROM TRACKS POSITION AND SHALL COMPLY WITH THE A.A.MA.A STANDARDS FOR FORCED THE STANDARDS OF ACI -316, ACI -301 AND ACI -347. . STRUCTURAL GRADE� U.O.N. HATCHED WALLS INDICATE BEARING FRAME PARTITIONS AND SHALL HAVE _'V-4",_., ALL. EXTER!CR UGHT SOURCES MUST RE RE ---- -- A c�CI.NT"7-1?1�CTC�RI-�l,tAI-LPRC"vl"-"�[�PIEC�,,�,�r�-P-�-i'�'llSI.-I 'l-IC[Tr-).f�T"I'P'rOTi'�CT�',--�.*�'i'AC�ALN,,'�-T-71-11!L�', !-' I I ' E r , LOCATED. R PIN SYSTEM FOLLOW - � fbp A .Att i�tg.i(bk ANb.I�M'R%61� tl.ba-WALALS-A�3-14 0-E0_ K. CIRCUITS,SHOWN-ON PLANS ARE TO �Il T. -I I I -It 11 �t '-U-- Six 1,61 1 Ib-111TE I IO -ii, IT, 'a�'. 1-6-, %, - __ t CHANICAL EQUIP"V10,4T 't- BE ScREENIED -11 I I tREE 13) SIDES AS SI �Iyl" yy 0 If% U,> A :_,� ,.I., -,!C�: n, ��Cc,a,7�7, " "' - T -b& M. Wr=11`811 L I . � TOTOP ENTRY RESISTANCE A�A.M ORS SHALL HAVE DEAD BOLT 0 ::,:a ,:C,,.-�: __;s=_;-1_ nt:: -) ',ICE A11HASTM:C-94-7--014 ,.,;E-%�'E-,A,ST.P,E14G:�:4-414� :� Y, SM f b! vn AND PROPERTY DAMAGE FOR THE DURATION OF THE WOR A 1, L ,Av`iECI- 1- .A. 1303-3. SLIDING GLASS DO _. Z;-, T.,A"'AV=;-V: , - - _a114CP.ET,E:'z 7 � 11-, __ i t:,--,.,-! ,,, � .1 I LVANIZED METAL TIES ON AV FORM FROM BOTTOM DET ERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR SHALL PROVIDE CIRCUITS AND I ED. _ _ __ -- - - r - �,.,:; - � S, i 1 , � , - ;.z �,�- 1 _ ,,-. � - , �_ � I . " = � . , ': ��, = ,"�, l . L�; = 1,% ",!, , _,, ,,, . I I I ND INCHES ABOVE THE ITEM TO BE SCREEN - ; -1 - ,J�Ep -.-' I j.iC�RE%.ACk.%,.'AZ-LE 1=R,_'D1'--`,t ---:F- - , --1 28 DAYS AS STATED BELOW, WITH A PLASTIC AND WORKABLE MIX. A CERTIFICATE OF MANUFACTURER'S SHALL BE BRACED WITH 16 GAUGE GA WITH 2 - 16 PENNY NAILS. FOR INTERMEDIATE . - TOMATICALLY OPENS BY TURN REQUIRED ROUTING OF CONDUITS TO SUIT JOB CONDITIONS AND BALANCE LOADS., FURNISH A I TYPE LOCK SETS WITH PRIVACY LOCK BY INSIDE PUSH BUTTON WHICH AU MIX AND SlRENGTH IS To BE PRClVIDED- NO WATER IS TO BE ADDED AFTER THE TRUCK LEAVES THE PLATE. ATTACH BRACES To TOP AND BOTTOM PLATES I GRASS ORSOD SHALL BE PROVIDE IN ALL OPEN AREAS. INCLUDING SWALE AREA AS SHOWN ON I' 51 1. OVERHEAD DOORS SHALL BE PROVIDED 11 UFACTURER SHALL SUBMIT FOUR (4) SETS OF TRUSS LAYOUT INSTALL FIXTURES AS CALLED FOR ON PLANS OR AS SELECTED By OWNER. THE ELECTRICAL PLANT, WITHOUT APPROVAL OF TH E ENGINEER OR PLANT ENGINEER. PLANT CONTROL SHALL BE NAILING USE 10 PENNY NAILS. TRUSS MAN I W AS To COMjPLtANCEW1TH AND THEIR PLANS. OR CLOSING ACCORDING 10 FED. SPEC. # 160 AND I HAN ONE POINT WITH HARDENED BOLTS WITH SHOP DRAWINGS TO ARCHITECT FOR REVIE , � I CONTRACTORSHALL COORDINATE THE EXACT LOCATION OF ALL H.V.A.C. EQUIPMENT � WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE T REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES MINIMUM COMPRESSIVE STRENGTH PLANS AND ENGINEERING G ALL FIELD 1: THE RESPONS'BILITY OF Tri� CONTRACTOR TO ASSURE PROPER WATERING AND SAFEGUARD AST TWO OPPOSITE POINTS A MIN. OF 5/9'. RWISE NOTED (UO_ E GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYIN GIVEN LOAD WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING -IN FOR PROPER POWER AND IT SHALL 8, W P I I AT 28 DAYS SHALL BE AS FOLLOWS, UNLESS OTHE N). DESIGN CONCEPT. TH . AC-Al�!STOA�,AAC-ECFA�!YK!�!,Z�DUR�NC-THE!�IST�A�ILAT!C�!t-l�!TILF!�IAI-APPRC\�ALC)F 1.0,V - INSERTS ENGAGING AT LE I ) AT BOTH ENOS WITH APPROVED GALVANIZED - - .. INLST_A�l LATI!0141, At�y C r_ Irc- Cub I I BE A "ININA"m OVERALL HEIGHT OF 10 FE WITH A MINIMUM CANOPY " xAlrv--sr-,TDIIIZSESSHALLBEANCHOREE ID!MG CONTROL W11DILIT1.1-111D., UISCRI.E."AINLCIES =WEEN TINE ON' -AAND PCST PERINAANENT S!CN WITH ! /2I'LETTERS CN THE!NSIDE FACE CF ANY CNE Dcc-PTC OUTSIDE, "DO NOT OPERATE ENGINES WITH DOORS CLOSED, CARBON MONOXIDE EINIUSSION." NON-BEARING INTERIOR PARTITIONS ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8"METAL STUDS 26 GA AT 16'C/C MAXIMUM SPACING WITH 119" MINIMUM GYPSUM DRYWALL FACHSIDE. B ATH R 0 0 MS BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS TILE FINISH, SELECTED BY OWNER I , ,�4,i I �D -��! A 7! �,! n , pC,pl, ! ( ., .111.� v -9.1-a. i. � t�,:� MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. TEMP GLAZING SHALL BE PROVIDED IN TUB & SHOWER WINDOWS & MIRRORS WHERE LESS THAN 6,Y'A.F.F. ALL GLASS WITHIN 2N'OF ANY AT DOOR, FIXED GLASS, SLIDING GLASS DOORS OR LOCATED WITHIN 6W OF FLOOR AND ALL GLAZING TUB AND SHOWER ENCLOSURES, WHIRLPOOLS, SPAS, SAUNAS AND STEAM ROOMS SHALL BE TEMPERED SAFETY GLASS. Ulmcflialka"�;`. '"l, , -1. " ,� /ALL I K I -Ir L`1_ SLAB ON COMPACTED FILL = 3000 PSI - -'- !��M tEAM� EACHII�US&MUST- -FAULT CIRCUIT A 'Vl A X11-1 A ,h,Aj,, 1,k�jUk A /--,,C A FEET il�ffAl TI - 1� 11 .-T && , k ,w .- , ,t,tc r -kA ,,A-�jlr . . lt��S�. 'r ..�XL -CH .,- , 84 .;k o6bf,�ct I I , - I I , =A .Rj - WH;, ACTUAL H.V.A.C. LOADS SHALL BE CORRECTED BEFORE ROUGHING IN. GROUND -11 -III'l-I'll-I-11- IDAMETE I - A l;wrSPREADC A C A.f� Mtt � �j A A A C ER AT BRE ST, HEIGHT OF � _ - Ill I � S_S�T i, . yli�� , EET z -T L ��; ��:Z__ - �: PIZ; To BEARING OOMS , � l � - ,UCT icm_- INTO CONCRETE. ALL WOOD TRUSSES TO BE ANCHORED PROTECTION; ALL 120V SINGLE PHASE, 15 AND 20 AMP OUTLETS INSTALLED OUTDOORS, BAT HR .4 TURA - � . HAVE METAL TRUSS SEATS CAST - FIER PLANTING. FOUNDATIONS = _30W PSI FRAME PARTITION WITH APPROVED GALVANIZED METAL TRUSS STRAPS, TYPICAL EACH TRUSS. ALL AND GARAGE SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER OR RECEPTACLES. CLEAR WOOD IMMEDIAfE1Y AFT NTER , ' F � I � COLUMNS AND BEAMS = 4OW PSI (U -0-N.) WOOD TRU � SSES BEARING ON CONCRET I E TIE BEAMS, TO HAVE GALVANIZED METAL TRUSS SEATS CAST ALL BREAKERS SHALL HAVE 10.000 A.I.C. MINIMUM, U.O.N. INSTALL FACILITIES FOR TEMPORARY POWER HEDGES SHALL BE MINIMUM, 2 FEET N HEIGHT (FULL TO BASE) PLANTED 2 FEET ON CE . BEAMS = 4000 PSI (U.O.N.) Coo FOR CONSTRUCTION AS REQUIRED. ELECTRICAL CONTRACTOR SHALL NOTIFY ENGINEERIARCHITECT IN ALL TREES AND SHRUBS SiiALL BE PUANTED WITH A MINIMUM OF 6 INCHES OF TOPSOIL AROUND AND CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 6' INTO CONCRETE AT EACH TRUSS TYPICAL. TRUSS MANUFACTURER SHALL RDINATE TRUSS BENEATH ROOT BALL. ONFORM TO ASTM -33. FABRICATION WITH AIR CONDITIONING DUCT LAYOUT. ALL WOOD IN CONTACT WITH MASONRY, WRITING OF ANY CONFLICT AND/OR DISCREPANCIES FOUND WITH WORK AS SHOWN, SPECIFIED OR ED ECUAIL) OR GROUMD COVER SHALL BE MAXIMUM AGGREGATE SIZE SHALL BE 3/4". ALL AGGREGATE SHALL C I REATED. HEADERS FOR FRAMED OPENINGS GREATER THAN R acf�. a -1 I AM!MM UIA, OF2 INCHES CYPRESS MULCH !OR APPROVE- - . I 1, I, '47 -HESE P, �. r 010p, TO PROCEIEC04G vim! H. wc.,Tr,_,,N Q,um,,,c,N� cmn,�z-�,- - t -^,!� N CONCRETE OR STEEL SHALL BEPRESSURE T T RM � , ItMPUED�Ol ,_A_�4, I I INSTALLEDAT BASE OF EACH TREE AND THROUGHOUT HEDGE AND SHRUB PLANTI G. ' ,MAXIMUM WATER CONTENT SHALL BE 33 GALLONS PER CUBIC YARD OF CONCRETE. 6�.ibt'MUV.gEt-M��,NEEP,�,;D-iS-Y-TiZtf'O'S-MANb'�A'C - .ALL H�tADERI�-f�'b��PAMtb,OPEN'iiNC-,�-'L�88-T4iA','4 VERIFY EXACT LOCATIONS OF FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUGHING. ALSO MAY 1_12:1! I _:_1!::_1:: __R.cq� -r:n� ::-R 7�:::,,!'_O:��-f*,:G SA,FS-� � T T I "'.M."Na _:: ECII-N..0 ,-. .. . BY RATIONAL ANALYSIS BY THE ENGINEER OF RECORD THE BRACING I 0 EIECTORS , -P ,:C:� ill 60" HAVE BEEN DESIGNED I I . SELECT DIFFERENT MANUFACTURER OR FIXTURES WITH EQUAL SPECiFiCANONS. SM KE D i&�iINGS =_&`,B`E'A'_tIS*= 1 '/2" SUSPENDED SLABS= ING PROVIDE REQUIRED DRAFTSTOPS IN TRUSS SPACE. SHALL BE HARD WIRED (i 10 VOLT TYPE) TO NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING SLAB SHALL BE A MIN jMUM OF *1 THICK AND SHALL BE REINFORCED WITH 61x,5� X-1.4/1.4 W.W.M. SHOWN IN PLAN ACTS AS A RIGID CEIL I LOAD SIDE OF A GROUND FAULT CIRCUIT SPRINKLERS (IF SPECIFIED) CENTERED IN CONCRETE AND DOUBLED AT PERIMETER. REINFORCEMENT SHALL COMPLY WITH ASTM CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE I INTERRUPTER. SMOKE DETECTORS SHALL BE LOCATED ON OR NEAR THE CEILING IN THE IMMEDIATE ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY A FULLY AUTOMATIC SPRINKLER SYSTEM ADJUSTED TO A615 AND ASTM, A] 85 FOR WELDED WIRE FABRIC. SHALL BE COMPACTED TO A MINIMUM DENSITY VICINITY OUTSIDE OF EACH SLEEPING AREA AND ON EACH ADDITIONAL FLOOR LEVEL (STORY) AND PROVIDE 100 % COVERAGE OF ALL LANDSCAPE AREAS. ALL HEADS SHALL BE OVERLAP AS PER =1_ -c ,Z ." - '; ,',;;�-=:,t',--,::.:F�E70.T.?:DSO.S7,"�,��, 'DARDS, EACH -S"7-1 - �A�yl�f , " �m 111.M,�* — rQ T� O� U ?7 AANHUFAi7 'R P 'FEC� '.. , �_. -� , - -1, _T.�>.�.111 ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD - TO OVS1,11NIG DWELUNGS WILI BESUL tECT I -f-- - ' N., - KURE,&S , _�,-, PERF,'DR � -180 MODIFIED PROCTOR TEST. THE AREA OF THE BOTTOM OF THE FOOTINGS SHALL BE ..;Iie- . = , [,,�A-,-�r,�,,Et4T"�it4c,L,L"Sl�,,[- 3z0-P-.QA_AD,-,!TI0-Ns SHALL'�E INSTALLED W _� - I I � IRP _r I C"D TRU S. ITHI A RAIN SENSOR. _0 - -: -ABRV�i-kl-,L�- v- -,-,- - , R SSE OF 95% OF THE T T -0j'ApAc P R E -F , OiO REQUIREMENTS. SMOKE DETECTORS SHALL BE I 10 VOLT TYPE, PROVIDED WITH VISIBLE "POWER ON C C�INIFA CT, E D F R IOR T._� T '- =_ P l -A C EM, E Z4, T ,0 -, -'Z..:,: -, -V%,7 it� A. Vil BRATORY r " - TO R - , - T - T - T I BE , . TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS, AND INDICATOR" AND A TES, BUt ION WITH BA, IERY BACKUP SYSTEM. MULT iPLE DETEC ,ORS MUST UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL BE TAKEN IN FOOTING AREAS. THEIR CONNECTIONS TO EACH OTHER, DESIGN FOR BRACING OFINDIVIDUAL TRUSS OR GIRDER INTERCONNECTED. CONTRACTOR SHALL VERIFY WITH LOCAL ELECTRICAL UTILITY COMPANY THE SLAB SHALL BE PLACED OVER ONE LAYER OF 6 MiL. VISQUEEN VAPOR BARRIER. OR WIND LOADS IS THE RESPONSIBILITY Of THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL QUIPMENT , OWNER SHALL APPROVE ALL MATERIAL AND FIN ISH SAMPLES ALONG WITH ALL E ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM. MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY . - - - I � - � , _ . - I - I I - tl�OSS MANUFACTURER. -.1 --1 - CONDUCTORS AND BREAKERS W1 EQUIPMENT MANUFACTURER'S SPECIFICATIONS. COORDMATE SPECIFICATIONS PRIOR TO ORDERING AND INSTALLATION. PROVIDE THRERSHOLD AND I RACEWAY INSTALLATION WITH OTHER TRADES PRIOR TO CONSTRUCTION. ALL ELECTRICAL SWITCHES WEATHERSTRIPPING AT ALL EXTERIOR DOOR& ,, _TI_'0n0,Aj,j&E REINFORCEMENT CLEARANCE "'llf-s-, W,-T,c,-__A r-CEn -M SNALL BE' !,Z'" _A,_r.,F_W'2--'7S-> - . F CONCRETE TO THE OUTERMOST BAR SHALL BE AS %14, A LL B 1: 48' " _Aj- 1 - ' " , Or,I-1_r-T1�N1r-_, _tj R� , TA,C - - CLEARANCE OF REINFORCING STEEL FROM FACE Ol ING SIROP DRIANk"INGS RE"D111:111REPI . - _ � ,� R CTURAL 0PA',",T,G& (.,DELE�-,ATED, E'1'!C!NE_-_- . I � RD PLANS NOTED. - ,,,�rl!7i*V_T! -�l,.�j�,,�',-E-�-Z-07,!�$,EP'��'!-�f7�-1,��T1,DOt,l:,-,�t-t -OF-RECORD TO INCLUDE WITH ALL RECO -O!, ---_v_11 _ _c,_ � DE REQUIRES THE ENGINEER RE ALL PERMITS AND INSPECTIONS REQUIRED BYSTATE AND - � __O�vvs".q!"!:c,T: r N CONTACT WITH GROUND 21 THE BUILDING CO I NS AND LOADiNGDATA.TOTHE THE ELECTRICAL CONTRACTOR SHALL SECU GLASS BLOCK FORMED CONCRETE I COMPLO E TRUSS FRAMING PLANS, INCLUDING ALL CONNECTO LOCAL LAWS AND ORDINANCES. I _11-- I� 1;1 6ri rn A Mn Ue I ) I HM MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1, 800 psi AT 20 DAYS EXPANSION STRIPS TO BE I I /2`1 co"IT TWr T01 ISS DESIGN DELEGATED ENGINEER MUST FOLLOW THE TOO INSIDE THE DOOR. " FIREPLACE Nr)TF-(�* BEAMS ANU i._l,_JLUIVtIqZ� 11. BUILDING DEPARIMM-41 rk-"M r . CfU�AL N�AMING' PLANS. ALL PANELS SHALL HAVE CIRCUIT DIREC 10r, T l L tA L I LJn NTS OF PLACED PER MFGR. SPECS. I — SLABS LAY6Uf 6Ii fHE f0U_qtt AND &RbER_fkUSS8, AS �HOWN 604 MU LL TELEPHONE OUTLETS AND EQUIPMENT PER REQUIREME A. FIREBOX, SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES, RULES & REGULATIONS HAVING FOOTINGS Z'FROM TOP, &'BOTTOM/SIDES DESIGNED AND FABRICATED IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATIONS FOR STRESS PROVIDE GROUNDING SYSTEM FOR A JURISDICTION. I I /2"TO TIES THE TELEPHONE COMPANY. I, � , ;k _Z -_r�A,I,kyl,(� E,,�,jr UP— _. - TIE COLUMNS GRADE LUMBER AND ITS FASTENERS"BY NFPA (LATEST EDITION) ,-,,r- UT11TS, - LOSI) r" AN - B. CLEAR FIREPLACE OPENING SHALL BE 40>c29xl 6'DEEP. � - DESIC F . - "q 'ISTER, 1. Fr_-SSIONA' COOR0,111- 1A,Tr TI1E.1'1STA'_'A_,r,'-_ OF A -1-L T':'�M" ' 0" T PUS S ES SUR A LL 0 rt --�-'_D,.stotiED,�.t!DF,EALEnB'�'A,FLC',,I)AREC, I E-OPOP � ' I I I I C. PROVIDE IZ'XIZ'FLUE LINING ENGINEER, WHO MAY BE A . SSIG � NED AS A DELEGATED ENGINEER FOR THE CONTRACTOR. THE BACKBOARDS WITH THE TELEPHONE COMPANY. ER AND LIGHTING GARAGE NOTES - GYPSUM D. PRCV!DE,r!RF9R!CK!N�!FR HFARTH:� !,!N!N1c 'AND INDICATE ON THE SHOP DRAWINGS ALL TRUSS TELEPHONE CONDUITS SHALL NOT BE INSTALLED IN THE SAME TRENCH WiTt H PO`vq PARTITIONS BETWEEN GARAGE AND LIVING AREAS WITH R-1 I INSULATION. NO. 25 GAUGE ' . (SEE ELEVATIONS) TOP OF FLUE TO BE 24!'ABOVE. THE HIGHEST POINT 10'4' SUCCT DELEGATED ENGINEER SHALL DESIGN ETAL HANGERS. ANCHORS AND CONDUITS. I WALLBOARD APPLIED CHANNEL -SHAPED STUDS @ 16'01C WITH ONE FULL LENGTH LAYER OF E. MASONRY CHIMNEY EP (_-) LY ET H, Y L E Ill Ez I t L_ I- I I COMPONENTS, TEMPORARY BRACING, BRIDGING, HARDWARE, M E GENERAL CONTRACTOR.ALL GARAGE, EXTERIOR, ' CRETE SLABS ON GROUND ANC � AOS ARE TO BE cobRbINME ALL ELIC� TRICAL SITE WORK WITH TH VERTICALLY, ATTACHED WITH Ill LONG NO. 6 DRYWALL SCREWS TO EACH SIDE. SCREWS ARE 9'O/C AWAY. RTH, 12" ABOVE FINISHED FLOOR & MIN. 16'WIDER THAN POLYETHYLENE SHEET SHALL BE PLACED CONTINUOUSLY UNDER CON UOusLy Mtfokl_ tHAPtt At RtQUtPtb 6Y bttibN 60 AS NUCAT-tb 6N fHt OLANt. ALL METAL P BATHROOM AND KITCHEN RECEPTACLES MUST BE GROUND FAULT CIRCUIT INTERRUPTOR PROTECTED. AROUND PERIMETER AND AT I 7- O/C ON THE INTERMEDIATE STUD. F. PROVIDE 2A!'DEEP TILED OUTER HEA SHALL BE A MINIMUM OF 6 MIL. THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 12'AND CONTIN GALVANIZED. FIREPLAC E OPENING YLENE SHEET SHALL EXTEND AT LEAST ONE ILDING CODES, REGARDING MODIFICATION ALL BEDROOM SHALL HAVE ARC FAULT INTERRUPTER RECEPTACLES. AT, A 101,11 To B�C �!-'D','-' Jul TAPED WITH A MINIMUM OF Z'WIDE VINYL TAPE. POLYETH PASS SHOP DRAWINGS SHALL COMPLY WITH THE CURRENT BU or Ant", R , , _��,e AiED �& H, RO , VIDc ,�, SEp,, pATE C!��C!jfT rCR _�� PE�SONAL CON t TE , G. PROVIDE CAST IRON DAMPER. G ,q ONE Se,PWN ONTHE STRUCTURALPLA,NS� I,- I I , _ " ATC01A I Q Tn AF U L RATED AND APPROVED. INCH ONTO STEM WALL. WHERE PIPES, CON DUITS, STAKES, REINFORCIN BARS OR OTHER OBJECT IV ,,., ,�OtCAT!',-!C,A'-�--ER!�-�AN'S�-'T I I - ,I,,,,o IFROIAT r I . OF T I _. , . - I I - ^ �,:! ;Z�:: MTLrl� Ift1rc'utm -m AND SE4! ED wM4 7A PE� � ,RE FRA 4- 1-1 1, �`_ M" A I kACKAfkr-P BRACING OWNER. H. FIREPLAUt ANU . . L ALL)AICCD BEAMS.jC!STS.;,%�!D STIJIDS SHALL BE TR!MIMED A%NAY FRCM NREPILACES. HEADERS SUPPORTING TRIMMER ARCHES AT FIREPLACES SHALL BE NOT LESS THAN TWENTY INCHES FROM THE FA C Ec 0 F T H E CHII tvll N E y B R E A S T. T R 1,Vt tO ER S S H A LIL 8 E NIOT L E SS T H E S) 1 X 1 vA CHIES FFR 001MI T HE 1 14S 1 DE FA C E OF THE NEAREST FLUE LINING I I J. WOODWORK SHALL NOT BE PLACED WITHIN SIX INCHES OF A FIREPLACE OPENING. WOODWORK ABV AND PROJECTING MORE THAN ONE AND ONE-HALF INCH FROM A FIREPLACE OPENING SHALL NOT BE PLACED LESS THAN TWELVE INCHES FROM THE TOP OF A FIREPLACE OPENING. K. PROV!DE A 11L. RATED AND AF'PRCVED CH!!,A�!EY CAP %N1!!NTEC RAL Bl_!!LT!�! SPARK ARRESTER AND RAIN CAP AND BASE FLASHING� Q� , , I- . .-- -1 :-L - . *71- -',C+' -� - .- _:zp L:"=, 7 I:: ,t�,::I.,,',,a'�1N,t: 'In 5I ANU 11141.4vi - _ - , , - .�1ZI.IZZ-1-111- - I—- - ICE OF FOUR FEET BEYOND THE PERIMETER OF ALL BRACING (AS SHOWN ON THE STRUCTURAL PLAN, PERMANENT BRIDGING, AS SOIL SHALL BE TREATED FOR TERMITES FOR A DISTAN THE STRUCTURAL PLAT43 INDICATE ALL THE REajIRED LATERAL FOO-IiNGS ANDjOR SLAB EDGES, RECOMMENDED BY THE'TRUSS PLATE INSTffUTF, TRUSS DESIGNER ENGINEER SHALL PROVIDE - I - I - � - INFORMATION A . NO SHOW ON PLAN, ALL LATERAL 6ftA(tjNd; 6P ANY fkUtt IN brv1bUAL M�MI§tkt, At CALCULATIONS FOR VENTILATIOI-4-. REQUIRED BY TRUSS DESIGN. "TRUSS TRUSSES SHALL BE INSTALLED WITH OUT OF PLUMB AND OUT OF PLANE TOLERANCES, AS PER THE BASED ON A .015 STATIC PRESSURE, 60 SQUARE INCHES FOR EACH CAR IN A DWELLING WILL I' LAT E I M' TIT U T E" , " S H C'Alt �! ON' T W E P I - E -D , - SPEC!F!E'- TOLERANCE - I I _00F P1 � Nil - ANY TRI. 1SS EXCEE ING THE � i - � ` _ \ -1 - ivu-,_ III, P C 7.5 Niph-WINO; LIST BE REALIGN P jZ�ilbt T I I E ri EC EsswkiR Y I - - Of I E R, - AR W-1 A - � ED OR REPLACED. VELOCITY @ 7.5 mph = 7.5 x 5280 / - 6U= 660 FPM. FREE CFM = 60/144 x 660 - 275 Cfm FREE FLOW. I n ER THAN 6 IT. SHALL BE MADE UNDER THE INSTALLATION OF TRZUSSES LONGER THAN 35 FT. OR HIGH DIRECT SUPERVISION OF A LICENSED BUILDING OR GENERAL CONTRACTOR OR A LICENSED tTRUtTU0AL tHGOEtR OR APCHO�tft. ANCHORAGE METAL AMD WIRE LATH: "PMEU-FASr 16 CA. STAPLE SPEC. # 101-1, TYPE 1 OR BETTER (HIOT DIPPED ' ) ISATIN FIN. GALVANIZED COATING, HAVING A TENSILE STRENGTH OF 130M PSI. STAPLES SHALL BE MIN, 1 112' LONG SPACED AT 44"C"Cili'lAX. al < ! �-- I D� ! ; Uj ) L < rv, 0 z i < I V) In Irt �9 , N t-, 06 10 �T 04 co 00 n — __j '10 LL_ U� ,� ::�; �!z Lo .0 — �,- x q� P 0 __j >� 'c�, U 41- 3� Iq 00 c "T (D IN � . �� ::; �Iz LO 10 - t*_1 � ,Nr (D ,O c: 0 i C I 0- . - ` D� E: Mar, 9,18 L� -4- 0 44-- 111% U Ll� � " ::) 0— I V) -.%.. 1 0 1 -I-- j u _1 �r � c Uj - - t__ - " LU U z a " 0 _0� iv U �.� �: r� Q) Lo z < N 0 0 �1_ 0 a LO tp- co zl- Al. z 4- 0 (y) , f%rN - %�-.� rl�. . 0 __A I LL_ LO I r""` Jc a � . ;j, ia�-, v 0 "t , (1) a V) co IV c 9 0 co - 0 � - c (ti ,_ � ; 0 -�5 ; 1 cy-i i () I " i 0 r r:i_ ZGeneral /I,joies and , f Specificalnon.s MANAGED BY: SP DESIGN BY: FZ REVIEWED BY: SP I SHEET: - I I—- 11 11 I I __A-0% SCOPE OF WORK 1. NEW CARPORT ENCLOSURE W/ 8" BLOCK WALL 2. NEW KITCHEN ISLAND & RELOCATE EXISTING REFRIGERATOR (SEE SHEET A-1) 3• KEEP EXISTING ELECTRICAL METER & ELECTRICAL PANEL, INSTALL NEW OUTLETS, LIGHTS & WIRING FOR NEW CARPORT ENCLOSURE (SEE SHEET E-1) 3. NEW CARPORT ROOF AS PER PLANS. ( SHEET A-5) C l 1jgfPEi t CLNG. HEIGHT: 7w-0- 5 11 1-------n FLUSH T-0" DR.LIVING AREA � Q (NO CHANGES) aWALL PLAN LF-GE~ND - DEMuo"'I'LIT10"'IN PLAN L NOTES WALL DESCRIPTION 'O a 1. DEMOLITION SHALL NOT BE LIMITED TO WORK ON THESE DRAWINGS BUT SHALL INCLUDE ALL DEMOLITION NECESSARY TO ACCOMMODATE THE NEVA/ 4. IF THE CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION, THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE EXISTING INT WALLS WORK. THE DEMOLITION DRAWINGS ARE COMPLIMENTARY AND THE GC AND SUBCONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING AND ---�-- REGULATIONS, LAWS AND ORDINANCES RELATIVE TO THE REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL IN FILL EXTERMIR WALL FAMILIARIZE WITH THE WORK REQUIRED FOR DEMOLITION. POLLUTION, NOTIFY LANDLORD AND OWNER INMEDIATELY. 2. THE CONTRACTOR SHALL COORDINATE THE DEMOLITION WITH THE 10, THE CONTRACTOR SHALL MAINTAIN PREMISES FREE FROM ACCUMULATION (R.O.) LANDLORD, OWNER, LEASING AGENT AND OR TENANT AND SHALL MEET THE NEW VALLS AS PER DETAIL OF WASTE, DEBRIS AND RUBBISH CAUSED BY WORK. AT THE COMPLETION NEV EXT WALLS RULES AND REGULATIONS SET FORTH BY THE LANDLORD, OWNER AND/OR OF A DAY WORK LEAVE PREMISES AND PUBLIC AREAS BROOM CLEAN ON m LEASING AGENT. z a - wmCLm3 A DAILY BASIS. 3. THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT AND ANY Q o Fes- i OTHER REQUIRED APPROVALS PRIOR TO THE EXECUTION OF ANY 11. ALL ITEMS DEMOLISHED ARE TO BE DISPOSED BY CONTRACTOR UNLESS IT IS DEMOLITION AND FURNISH ALL LABOR AND MATERIALS REQUIRED TO u- INDICATED OTHERWISE BY OWNER. 1 COMPLETE THE DEMOLITION, SELECTIVE REMOVAL AND SUBSEQUENT 4'-0" 1 3/4" OFF SITE DISPOSAL OR STORAGE OF ALL ITEMS WITHIN THE PROJECT 12, COORDINATE WITH CONSTRUCTION DRAWINGS AND ANY OTHER TRADE AS 0 AREA. c� Lu REQUIRED PRIOR TO START OF DEMOLITION. 4. THE CONTRACTOR SHALL COORDINATE WITH OWNER THE USE OF A CONSTRUCTION DUMPSTER FOR PLACEMENT UNLESS A DUMP TRUCK IS USED. 13. ELECTRICAL POWER SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. COORDINATE WITH ALL TRADES AND OWNER AT LEAST 48 THE CONTRACTOR SHALL PROTECT ALL EXTERIOR OF BUILDING AND HOURS PRIOR TO PROPOSED INTERRUPTION. ADJACENT AREAS AS WELL AS ALL ROADWAYS AND LANDSCAPE FROM DAMAGE DURING DEMOLITION. 14. WATER SERVICE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. COORDINATE WITH ALL TRADES AND OWNER AT LEAST 48 5. THE CONTRACTOR SHALL KEEP ALL AREAS IN A SAFE AND CLEAN HOURS PRIOR TO PROPOSED INTERRUPTION. CONDITION AT ALL TIMES. 15. REMOVE ALL WIRING FROM ALL DEMOLISHED RECEPTACLES AND WALLS TO SOURCE PANEL. REMOVE ALL ABANDONED WIRING AND DISPOSE. 6. THE CONTRACTOR SHALL MAINTAIN LIFE SAFETY STANDARDS AT ALL TIMES. 16. PATCH ALL HOLES AND SURFACES IN ALL AREAS AFFECTED BY THE 7. ,; ! SHALL STRIP PARTITIONS THAT ARE PART OF THE SCOPE OF 1 t IE CONTRACTOR T DEMOLITION WORK. ALL PATCHING SHALL INCLUDE BUT IS NOT LIMITED TO DUCTWORK, PIPING, PLUMBING, CONDUITS, SWITCHES, RECEPACLES, WORK TO DETERMINE IF IT CAN BE DEMOLISHED OR TO DETERMINE IF THEY CONTROLS, JUNCTION, FLOORING, CEILING AND SHALL MATCH EXISTING ARE ANY ADDITIONAL ELEMENTS THAT MAY NEED TO BE REMOVED OR CAP FINISHES. PRIOR TO DEMOLITION. 8. SHALL HIMSELF AS EXISTING BE FULLY O THEG COENCDITIIONSCOFTHE INFORMED NATURE OF THE EQUIPMENT AND MATERIALS NEEDED FOR THE PROPER E EXISTING --- - _ EXECUTION OF THE WORK. SCOPE OF WORK 1. NEW CARPORT ENCLOSURE W/ 8" BLOCK WALL 2. NEW KITCHEN ISLAND & RELOCATE EXISTING REFRIGERATOR (SEE SHEET A-1) 3• KEEP EXISTING ELECTRICAL METER & ELECTRICAL PANEL, INSTALL NEW OUTLETS, LIGHTS & WIRING FOR NEW CARPORT ENCLOSURE (SEE SHEET E-1) 3. NEW CARPORT ROOF AS PER PLANS. ( SHEET A-5) C l 1jgfPEi t CLNG. HEIGHT: 7w-0- 5 11 1-------n FLUSH T-0" DR.LIVING AREA � Q (NO CHANGES) aWALL PLAN LF-GE~ND - WALL TYPE WALL DESCRIPTION 'O a EXISTING EXTERMR WALL EXISTING - NO CHANGE QTY EXISTING INT WALLS EXISTING - N13 CHANGE ---�-- IN FILL EXTERMIR WALL IN FILL GPENING z O z NEW INT WALLS NEW WALLS AS PER DETAIL t� Q (R.O.) zi£V EXT WALLS NEW VALLS AS PER DETAIL m 00 NEV EXT WALLS NEW ViE.iD FRAMED WALLS AS PER DETAIL 5.7 SCS t! AREA CLEAR O < z PENING O I N z�D- ,� BOO TO FrWAL OPENING Q 20" z < ;, I M N. CLEAR C' EAR OPNG. Qo iND EGRESS „��iD0 W EGRESS WINDOW MIN. ORNG, REO'D FINISHED FLOOR N11N. OPNG. REO'D SEE FLOOR PLAN OR ADDITIONAL EGRESS NOTES DOORS AND DOOR LOCKS IN MEANS OF ESCAPE SHALL COMPLY W/ LOCAL CODES. X Q �:2 2' �wt lI • 1- Ui o 'I• Ar i��,,�� 1: �. .rw a -1 1 L DOOR SCHEDULE as SIZE 'O a MATERIAL tl.. QTY OPERATION FRAME z O z a - w �' Mz co k t� Q (R.O.) TH O\ 3 m 00 ��<ui0 c= �' m w Z z a - wmCLm3 c� L I x c� Q o Fes- i O �F- TWH u- REMARKS 1 4'-0" 4'-0" 1 3/4" 0 0 0 Lu c� Lu IMPACT VVINDOW-NOA 17-0630,03 rE EXISTING -- -- E EXISTING --- - _ WINDOWS as SIZE (R.O.) 'O a MATERIAL OPERATION tl.. :>xa a zIx VENTED eC Q � co Q m 00 w O z uj z m W H d v z vi u- REMARKS A 36" 59" co 0 co 0 Lu c� Lu IMPACT VVINDOW-NOA 17-0630,03 rE EXISTING WINDOW NOTES: 1. PROVIDE SCREEN, HARDWARE & ACCESSORIES AS REQUIRED FOR OPERABLE WINDOWS. 2. ALL EXTERIOR WINDOWS SHALL BE HURRICANE IMPACT RATED OR HAVE HURRICANE PANELS WHICH SHALL COMPLY W/ FBC 2017 3, AT LEAST ONE WINDOW IN EACH BEDROOM SHALL HAVE A CLEAR OPENING OF 5.7 SQ.FT. 4s CONTRACTOR SHALL VERIFY ALL WINDOW & DOOR R.O. PRIOR TO ORDERING WINDOWS 5. TEMPERED GLASS SHALL BE PROVIDED IN ALL WINDOWS WHICH ARE THREE FEET HORIZONTALLY FROM A TUB OR SHOWER & ADJACIENT TO DOORS GENERAL CONSTRUCTION NOTES 1. ALL WORM. BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE, LOCAL, & GOVERNMENTAL CODES, ORDINANCES, STANDARDS AND RESTRICTIONS. 2. ALLTRADES TO COORDINATE THEIR WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 3_ CONTRACTOR TO VERITY ALL DIMENSIONS ON THE .103 PRIOR TO COMMENCING CONSTRUCTION AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED DRAWINGS, 4. ALL DIMENSIONS ARE NOMINAL TO THE FACE OF STUDS, CONC. BLK. OR EDGE OF MONOLITHIC SLAB FOOTING UNLESS NOTED OTHERWISE. DOOR AND WINDOW SIZE OPENINGS TO BE VERIFIED WITH THE MANUFACTURER. 5. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS FOR COMPLETE FULLY OPERATIVE SYSTEMS IN FIRST CLASS WORKMANLIKE MANNER. 6. INSULATE EXTERIOR MASONARY WALL WITH MIN. R 5.0 INSUL- EXTERIOR WD. FRAMED WALLS WITH R-191NSUL. AND ATTIC SPACES VIITH P24iY. R-30INSUL. i 7. COMPACT ALL FILL TO A MIN. OF 95% DENSITY AND POISON SOIL FOR TERMITES; MIN. SOIL BRG : 2500 PS.F. 8. MIN. CONC. STRENGTH: 3000 P.S.I.:) 28 DAYS, ,^AIN. CONCRETE COVERAGE FOR REINF. BARS. SLAB: 3/4'; BEAMS & COLS: 1 112% TIE COLS: 3/4`, FORMED CONC. BELOW GRADE: 2' & UNFORMED CONC.: 3'. 9. REINFORCING STEEL TO BE GRADE 60. 1Q DETAILS OF CONCRETE REINF, SHALL BE IN ACCORDANCE WITH "THE MANUAL OF STD. PRACTICE FOR REINFORCED CONCRETE CONSTRUTION". TRAP. 11. TIE COLUMNS TO HAVE DOWELS INTO CONCRETE FTG. WtiH THE SAME SIZE AND NUMBER OF DOWELS AS VERTICAL REINF. BARS.; REINF. STL. TO BE LAPPED 30 BAR DIAM. MIN. @ SPLICES. I Z PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF GROUTED CELLS OF CONCRETE BLK. TIE COLUMNS. 13. ALL WOOD IN CONTACT WITH CONC., MASONRY OR STL. SHALL BE PRESS. TRTD. WD. STRUCTURAL LUMBER TO BE A STRESS GRADE OF MIN.F = 1200 PSI (BENDING). 14. MM. ELECTRICAL WIRE SIZE SHALL BE 414 A.W.G. {EXCLUDING THE CONTROL WIRING). ALL CONDUCTORS SHALL BE "COPPER" WITH'THHN" INSULATION. 15. ALL RACEWAYS UNDERGROUND OR LARGER THAN 2'N DIAM SHALL BE GALVANIZED RIGID STL CONDUIT OR SCHED. 40 PVC.; OTHER RACEWAYS AS PER CODE REQRMTS. 16. PROVIDE"GFI' RECEPTACLES IN BATHROOMS, AT KITCHEN COUNTERS, IN GARAGE AND OUTSIDE LOCATIONS. 17. SANITARY PLBG. PIPING TO HAVE MIN. I/8' PER FT, PITCH AT ALL HORIZ. RUNS. PROVIDE CLEANOUTS AT THE BASE OF WASTE STACKS. I& ALL UNDERGRD. WATER PIPING SHALL BE COPPER TYPE "K; ALL OTHER, 'NATER PIPING SHALL BE COPPER TYPE "C'. 19. PROVIDE AIR CHAMBERS AND SHUT OFF VALVES FOR ALL WATER SUPPLY PIPING AT FIXTURES; PROVIDE VACUUM BREAKER AND SHUTOFF VALVE ON ALL HOSE BIBBS. 20. A/C AIR HANDLING UNITS TO HAVE CONDENSATE SAFE WASTE WITH TRAP. ,' pV) uV Lu -s-uj O AL y�q I V u z I Constructio Iff Plan and Notes MANAGED BY DESIGN BY: -- REVIEWE Y: qy� ■pq� bd�RR,�..'jb .• as co cv) 'O a tl.. :>xa a zIx m 00 LL- Lo Ln 0 - a u- co co 0 Lu c� Lu ,' pV) uV Lu -s-uj O AL y�q I V u z I Constructio Iff Plan and Notes MANAGED BY DESIGN BY: -- REVIEWE Y: qy� ■pq� bd�RR,�..'jb .• as 'O a tl.. ,' pV) uV Lu -s-uj O AL y�q I V u z I Constructio Iff Plan and Notes MANAGED BY DESIGN BY: -- REVIEWE Y: qy� ■pq� bd�RR,�..'jb .• II: IM RIIIIIIIIIIIIIII 5/8" CDX PLYWOOD DECKING TO BE NAILED USING 8d NAILS @ 6" O.C. EACH ROW. _ (2) 2x10 BRACING @ MID SPAN W/ 2-16D NAILS EACH CONNECTION v co I BOND BEAM SCHEDULE REMARKS ELEV. REINFORCING STEEL STIRRUPS FROM EACH MARK SIZE ABOVE COLUMN FACE TOP MID BOTT. SIZE/ NO, & SPACING BALANCE A\\ o 720 Lbs. A CONT,CONT. CUNT, TYPE #I BB-iBLS D I E N/A 650 Lbs. LATERAL RESTRAINT AT EACH _ F_ 0 L-3 8'-0" 440 Ibs. 800 tbs. 1370 Ibs. 655 Ibs, Ld z FL L-4 10'-0" — SH -- -� J Ld A L-5 15'-0" 440 Ibs. 800 Ibs. 2632 tbs. 1634 Ibs. L W I-- 0 WITH 2-10d NAILS EACH END 440 Ibs. 800 Ibs. 3820 Ibs. 3079 Ibs. 8F16-1B/1T AND INTERSECTION X N 121-411 BOTTOM CHORD OF ROOF -- Ell I 111! 11 177 t / _ (2) 2x10 BRACING @ MID SPAN W/ 2-16D NAILS EACH CONNECTION NOTE: NOTE: NOTE: DROP BOTTOM OF BEAMS TO THE TOP PRECAST LINTBIS TD—D(I)-#5 DIAG. EA FACE OF OPENING IF REQ D ADD (2)45 FOR SHALL BB PLACED FOR ARCH OPENINGS EVERY 8" OF DROP OVER ALL OPENINGS ALL UPLIFT CONNECTORS SPECIFIED CAN BE SUBSTITUTED W/AN APPROVED EQUAL, HOWEVER SUBSTITUTED CONNECTORS & FASTENING SPEC'S MUST MEET OR EXCEED THE UPLIFTS SHOWN, ALL TRUSSES NOT SPECIFICALLY ADDRESSED HAVE UPLIFTS LESS THAN 1,000#, TO BE SECURED TO CONCRETE BEARING SURFACES WITH A HUGHES DTC OR TO WOOD BEARING SURFACES WITH A HUGHES HC -10. IN THE EVENT OF A HUGHES DTC WITH UPLIFTS OF LESS THAN 1000# BEING PLACED IN A LOCATION WHICH WILL NOT ALLOW COMPLETE FASTENING TO TRUSS, A SIMPSON TS -22A—, -)W/ (3) 1/4" X 2 1/4" TAPCON SCREWS TO TIE BEAM & FILL ALL HOLES TO TRUSS W/ 10D NAILS. ALL CONNECTORS HAVE BEEN SELECTED TO RESIST LATERAL LOADS. LATERAL BRACING RESTRAINT DETAIL APPLIED LOADS CAST—CRETE LOAD/ FOOT BOND BEAM SCHEDULE REMARKS ELEV. REINFORCING STEEL STIRRUPS FROM EACH MARK SIZE ABOVE COLUMN FACE TOP MID BOTT. SIZE/ NO, & SPACING BALANCE NOTES CWXD) REF, 0' 720 Lbs. 750 Lbs. CONT,CONT. CUNT, TYPE BB-iBLS D +7`-0• (1)-#5 <1)-#5 N/A 650 Lbs. LATERAL RESTRAINT AT EACH UjUjUJI 8FI6-0B/1 T L-3 8'-0" 440 Ibs. 800 tbs. 1370 Ibs. NOTE: NOTE: NOTE: DROP BOTTOM OF BEAMS TO THE TOP PRECAST LINTBIS TD—D(I)-#5 DIAG. EA FACE OF OPENING IF REQ D ADD (2)45 FOR SHALL BB PLACED FOR ARCH OPENINGS EVERY 8" OF DROP OVER ALL OPENINGS ALL UPLIFT CONNECTORS SPECIFIED CAN BE SUBSTITUTED W/AN APPROVED EQUAL, HOWEVER SUBSTITUTED CONNECTORS & FASTENING SPEC'S MUST MEET OR EXCEED THE UPLIFTS SHOWN, ALL TRUSSES NOT SPECIFICALLY ADDRESSED HAVE UPLIFTS LESS THAN 1,000#, TO BE SECURED TO CONCRETE BEARING SURFACES WITH A HUGHES DTC OR TO WOOD BEARING SURFACES WITH A HUGHES HC -10. IN THE EVENT OF A HUGHES DTC WITH UPLIFTS OF LESS THAN 1000# BEING PLACED IN A LOCATION WHICH WILL NOT ALLOW COMPLETE FASTENING TO TRUSS, A SIMPSON TS -22A—, -)W/ (3) 1/4" X 2 1/4" TAPCON SCREWS TO TIE BEAM & FILL ALL HOLES TO TRUSS W/ 10D NAILS. ALL CONNECTORS HAVE BEEN SELECTED TO RESIST LATERAL LOADS. LATERAL BRACING RESTRAINT DETAIL LOAD SCHEDULE LQMON DE& PART'N D, GROUND FLOOR 40 50 10 100 ROOF 30 12 0 42 I AND- BASIC D—BASIC SPEED - 175 m.p.h. 0 3 second gusts IMPORTANCE FACTOR = 1.0 BUILDING CATAGORY = 11 BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR VAND DESIGN TAKEN AT 10 p.sf. } LHON. THIS STRUCTURE IS DESIGNED RH ACCORDANCE MTH CHAPTER 16 OF THE 2014 FLORIDA BUNG CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WNDOWS ARE NOTED ON THE ELEVATIONS. WNDOW AND DOOR MANUFACTURERS I SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURE& t t 11111100FISHEATING NOTE ROOF SHEATING TO BE MIN. 5/8", EXP. 1, CDX PLYWOOD W/ LONG DIMENSION PERPENDICULAR TO FRAMING AND END JOINTS STAGGERED. ROOF SHEATING TO BE ATTACHED WITH 8d COMMON NAILS AT 4" O.C. AT CORNER AND EDGES AND 6" O.C. NOTE: ALL UPLIFT CONNECTORS SPECIFIED CAN BE SUBSTITUTED W/AN APPROVED EQUAL, HOWEVER SUBSTITUTED CONNECTORS & FASTENING SPEC'S MUST MEET OR EXCEED THE UPLIFTS SHOWN. ALL TRUSSES NOT SPECIFICALLY ADDRESSED HAVE UPLIFTS LESS THAN 1,000#, TO BE SECURED TO CONCRETE BEARING SURFACES WITH A HUGHES DTC OR TO WOOD BEARING SURFACES WITH A HUGHES HC -10. IN THE EVENT OF A HUGHES DTC WITH UPLIFTS OF LESS THAN 1000# BEING PLACED IN A LOCATION WHICH WILL NOT ALLOW COMPLETE FASTENING TO TRUSS, A SIMPSON TS -22 W/ (3) 1/4- X 2 1/4- TAPCON SCREWS TO TIE BEAM & FILL ALL HOLES TO TRUSS W/ 10D NAILS. ALL CONNECTORS HAVE BEEN SELECTED TO RESIST LATERAL LOADS. BRACING NOTES (1) - BRACING SHOWN DOTS NOTINCLUDETRaORARY BRACING REQUIRED FORUM ERECTION AND INSTALLATION OF TRUSSES PRIOR To nM TSTALLATION OF PERMANi m CROSS BRACING AND WEB LATERAL BRACING REQUII2EMF IM TTMPORAiRY 13RAC MG IS THE RBSPONSIBILITY OF THE TRUSS INSTALLER AND SHOULD REMAIN INFLACEAS LONG AS NECESSARY FOR THE SAFE AND ACCMA13LE INSTALLATION OF THE ROOF OR FLOOR. (REF: Hf&91 SUMMARY SHEET) (2) - PERMANENT WEB LATERAL BRAC WG IS TO BE 13,43rALI.EDAS SHOWN ON THE INDIVIDUAL MUSS DRAWINGS. (WHET:ATBRALBRACING i9NOT SHOWN ONTHIS SHEEI) PERMANEIUWEB LATERAL, BRACING IS RFSMAMM TO PREVENT LATERAL MOVMAEI T BY SOLID ANCHORAGE TO END WALLS, OR BY PERMANENT DIAGONAL BRACING IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED TWENTY (20) FEET ALONG CONTINUOUS WEB BRACE. (REF: M&%, SFC. 1323.1) (3) -ALL TOP CHORDS ARE ASSEMBLED TO BESHEATHED, AND ALL BOTTOM CHORDS BRACED BY THE SYSTEM SHOWN, REFER TOINDIYIDUALTRUSS DRAWINGS FOR THE BRACING REQUIRMARTTS OF NON -SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. (4) - REFER TO IM-% ODMMENTARY AND RECOMMENDATIONSFOR HANDLING, INSTALLATION AND BRACING MhTAL PLATE CONNECTED WOOD TRUSSES'. APPENDDC O FOR RECOMivl&NDHD SEQUENCE OF INSTALLING BRACING COMPONENTS. RAFTER/JOIST ANCHOR SCHEDULE MARK MAX. UPLIFT LATERAL LOAD MANUF. MODEL NO. FASTENER REMARKS A 1,165 LBS. 340/725 LBS SIMPSON LUS-210 ANCHOR BOLTS SINGLE ANCHOR–SINGLE MEMBER B 1,810 LBS. 340/725 LBS. SIMPSON HETA20 °' °m' ""' EMBEDDED TO CONCRETE T1E BEAM {22nOd NA&S 0 JOW TYPE OF ANCHOR TRUSSES NOT TAGGED REQUIRE ANCHOR 'A" W/ AN UPLIFT VALUE OF 1350' MAX. A PROVIDE MOISTURE BARRIER OR GALVANIZED SEAT BETWEEN WOOD AND CONCRETE, BUILDER TO VERIFY ALL UPLIFT VALUES AND ANCHOR REQUIREMENTS PRIOR TO INSTALLATION. PRE -CAST CONCRETE LINTEL SCHEDULE LINTEL SIZE APPLIED LOADS CAST—CRETE LOAD/ FOOT ROOF REMARKS GRAVITY I UPLIFT JGRAVITY UPLIFT d 2' X 4' STRUCTURAL GRADE #2 LATERAL BRACING 0 6'-0' OJC. WITH 2-10d NAILS AT EACH INTERSECTION 2' X 4' STRUCTURAL GRADE #2 DOUBLE BOND BEAM W/ 1 # 5 CONT (TYPICAL) 0 =14'-O" 210 tbs. 720 Lbs. 750 Lbs. 424 Lbs. 8F1 6-08/1 T L-2 6'-0" 440 Lbs. 800 Lbs. 650 Lbs. LATERAL RESTRAINT AT EACH UjUjUJI 8FI6-0B/1 T L-3 8'-0" 440 Ibs. 800 tbs. 1370 Ibs. 655 Ibs, WALL OR SS 8F16-0B/1T L-4 10'-0" 440 Ibs. 800 lbs. 1254 tbs. 723 Ibs. AND MAXIMUM 20* 00' INNTTERRVALS L-5 15'-0" 440 Ibs. 800 Ibs. 2632 tbs. 1634 Ibs. 8F16-1 B/1 T WITH 2-10d NAILS EACH END 440 Ibs. 800 Ibs. 3820 Ibs. 3079 Ibs. 8F16-1B/1T AND INTERSECTION BOTTOM CHORD OF ROOF TRUSSES 0 24' O.C, 2' X 4' STRUCTURAL GRADE LATERAL BRACING A 6'-0" 0... AILS AT EACH INTTEERSECTION LOAD SCHEDULE LQMON DE& PART'N D, GROUND FLOOR 40 50 10 100 ROOF 30 12 0 42 I AND- BASIC D—BASIC SPEED - 175 m.p.h. 0 3 second gusts IMPORTANCE FACTOR = 1.0 BUILDING CATAGORY = 11 BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR VAND DESIGN TAKEN AT 10 p.sf. } LHON. THIS STRUCTURE IS DESIGNED RH ACCORDANCE MTH CHAPTER 16 OF THE 2014 FLORIDA BUNG CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WNDOWS ARE NOTED ON THE ELEVATIONS. WNDOW AND DOOR MANUFACTURERS I SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURE& t t 11111100FISHEATING NOTE ROOF SHEATING TO BE MIN. 5/8", EXP. 1, CDX PLYWOOD W/ LONG DIMENSION PERPENDICULAR TO FRAMING AND END JOINTS STAGGERED. ROOF SHEATING TO BE ATTACHED WITH 8d COMMON NAILS AT 4" O.C. AT CORNER AND EDGES AND 6" O.C. NOTE: ALL UPLIFT CONNECTORS SPECIFIED CAN BE SUBSTITUTED W/AN APPROVED EQUAL, HOWEVER SUBSTITUTED CONNECTORS & FASTENING SPEC'S MUST MEET OR EXCEED THE UPLIFTS SHOWN. ALL TRUSSES NOT SPECIFICALLY ADDRESSED HAVE UPLIFTS LESS THAN 1,000#, TO BE SECURED TO CONCRETE BEARING SURFACES WITH A HUGHES DTC OR TO WOOD BEARING SURFACES WITH A HUGHES HC -10. IN THE EVENT OF A HUGHES DTC WITH UPLIFTS OF LESS THAN 1000# BEING PLACED IN A LOCATION WHICH WILL NOT ALLOW COMPLETE FASTENING TO TRUSS, A SIMPSON TS -22 W/ (3) 1/4- X 2 1/4- TAPCON SCREWS TO TIE BEAM & FILL ALL HOLES TO TRUSS W/ 10D NAILS. ALL CONNECTORS HAVE BEEN SELECTED TO RESIST LATERAL LOADS. BRACING NOTES (1) - BRACING SHOWN DOTS NOTINCLUDETRaORARY BRACING REQUIRED FORUM ERECTION AND INSTALLATION OF TRUSSES PRIOR To nM TSTALLATION OF PERMANi m CROSS BRACING AND WEB LATERAL BRACING REQUII2EMF IM TTMPORAiRY 13RAC MG IS THE RBSPONSIBILITY OF THE TRUSS INSTALLER AND SHOULD REMAIN INFLACEAS LONG AS NECESSARY FOR THE SAFE AND ACCMA13LE INSTALLATION OF THE ROOF OR FLOOR. (REF: Hf&91 SUMMARY SHEET) (2) - PERMANENT WEB LATERAL BRAC WG IS TO BE 13,43rALI.EDAS SHOWN ON THE INDIVIDUAL MUSS DRAWINGS. (WHET:ATBRALBRACING i9NOT SHOWN ONTHIS SHEEI) PERMANEIUWEB LATERAL, BRACING IS RFSMAMM TO PREVENT LATERAL MOVMAEI T BY SOLID ANCHORAGE TO END WALLS, OR BY PERMANENT DIAGONAL BRACING IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED TWENTY (20) FEET ALONG CONTINUOUS WEB BRACE. (REF: M&%, SFC. 1323.1) (3) -ALL TOP CHORDS ARE ASSEMBLED TO BESHEATHED, AND ALL BOTTOM CHORDS BRACED BY THE SYSTEM SHOWN, REFER TOINDIYIDUALTRUSS DRAWINGS FOR THE BRACING REQUIRMARTTS OF NON -SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. (4) - REFER TO IM-% ODMMENTARY AND RECOMMENDATIONSFOR HANDLING, INSTALLATION AND BRACING MhTAL PLATE CONNECTED WOOD TRUSSES'. APPENDDC O FOR RECOMivl&NDHD SEQUENCE OF INSTALLING BRACING COMPONENTS. RAFTER/JOIST ANCHOR SCHEDULE MARK MAX. UPLIFT LATERAL LOAD MANUF. MODEL NO. FASTENER REMARKS A 1,165 LBS. 340/725 LBS SIMPSON LUS-210 ANCHOR BOLTS SINGLE ANCHOR–SINGLE MEMBER B 1,810 LBS. 340/725 LBS. SIMPSON HETA20 °' °m' ""' EMBEDDED TO CONCRETE T1E BEAM {22nOd NA&S 0 JOW TYPE OF ANCHOR TRUSSES NOT TAGGED REQUIRE ANCHOR 'A" W/ AN UPLIFT VALUE OF 1350' MAX. A PROVIDE MOISTURE BARRIER OR GALVANIZED SEAT BETWEEN WOOD AND CONCRETE, BUILDER TO VERIFY ALL UPLIFT VALUES AND ANCHOR REQUIREMENTS PRIOR TO INSTALLATION. PRE -CAST CONCRETE LINTEL SCHEDULE LINTEL SIZE APPLIED LOADS CAST—CRETE LOAD/ FOOT ROOF REMARKS GRAVITY I UPLIFT JGRAVITY UPLIFT d B-1 2- 8"X8" DOUBLE BOND BEAM W/ 1 # 5 CONT (TYPICAL) 0 =14'-O" 210 tbs. 720 Lbs. 750 Lbs. 424 Lbs. 8F1 6-08/1 T L-2 6'-0" 440 Lbs. 800 Lbs. 650 Lbs. 500 Lbs. UjUjUJI 8FI6-0B/1 T L-3 8'-0" 440 Ibs. 800 tbs. 1370 Ibs. 655 Ibs, 8F16-0B/1T L-4 10'-0" 440 Ibs. 800 lbs. 1254 tbs. 723 Ibs. 8F16-1 8/1 T L-5 15'-0" 440 Ibs. 800 Ibs. 2632 tbs. 1634 Ibs. 8F16-1 B/1 T =120'—O" 440 Ibs. 800 Ibs. 3820 Ibs. 3079 Ibs. 8F16-1B/1T 2"x4" CONT. LATERAL BRACING NAILED TO EACH TRUSS W/(2) -16d. NAILS. ALL SPLICES TO OCCUR OVER TWO TRUSS SPANS. PLAN VIEW "—PRE— ENGINEERED & APPROVED WOOD ROOF TRUSS 0 24" O/C 2"x4" #2 SOUTHERN YELLOW PINE C'� _OSS BRACING MEMBERS FASTENED TO TRUSSES W/2 -16d NAILS EACH END (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) 2"x4" CONT. LATERAL WOOD BRACING (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) #5 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2" CLEAR t-. F = FILLED WITH GROUT / U = UNFILLED % ° ' . 4 C.M.U. QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY to O GROUT 8F16-1B/1T ��° o #5 REBAR REINFORCING PROVIDED IN UNTEL (VARIES) LLNOMINAL HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP 7-5/8' ACTUAL 13* NOMINAL HEIGH .� $ •. TYP. 0 WALLS 8U8 8F16-0B/IT 8F16-1B/1T 8F24-OB/1T BF24-18/iT 8F34-1B/1T NOTE : - LINTELS SPECIFIED ROOF O EDGE NAILING 10d 0)4'0.0 Q INTERMEDIATE NAILING 10d@6'O.C. 0 BOUNDRY NAILING 10d @4" O.C. Q GABLE END NAILING & ALL IOd C14" O.C. PANEL JOINTS WITHIN FOUR FEET OF GABLE END #5 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2" CLEAR t-. F = FILLED WITH GROUT / U = UNFILLED % ° ' . 4 C.M.U. QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY to O GROUT 8F16-1B/1T ��° o #5 REBAR REINFORCING PROVIDED IN UNTEL (VARIES) LLNOMINAL HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP 7-5/8' ACTUAL 13* NOMINAL HEIGH .� $ •. TYP. 0 WALLS 8U8 8F16-0B/IT 8F16-1B/1T 8F24-OB/1T BF24-18/iT 8F34-1B/1T NOTE : - LINTELS SPECIFIED ARE TO BE CAST—CRETE MEN i �0 00 m UU_ to _x J 00 00 c N t\ 'o C O CL 4 , DATE: Jun. 6, 18 UP LPwl Beam Plan and Details MANAGED BY: SP DESIGN BY: FZ REVIEWED BY: SP SHEET- UjUjUJI 3:i i �0 00 m UU_ to _x J 00 00 c N t\ 'o C O CL 4 , DATE: Jun. 6, 18 UP LPwl Beam Plan and Details MANAGED BY: SP DESIGN BY: FZ REVIEWED BY: SP SHEET-