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DOMINGUEZ, R.A. A R C H I T E C T state of Florida Lic. # AR006817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 -6623 Phone: (305) 4429631 E— MAIL:: CARDOMl @msn.com 51 PIA4 DOcY 4tP94vAId Fog Faci4ey Doors 041014. lo rig 5 7 /N5PEcrIoAI ,u 12/13/2000 2049 DATE 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET OF 5 I il � = I VI IIll _ _ „��in 10 l l�ua�l ! —” I!luuwuun pill Ill SHEETS PARTIAL L ST OP PRODUCTS REQU PRODUCT CONTROL APPROVAL 1. ANCHORS 2. AWNINGS /SUN- SHADES 3. CANOPIES /CARPORTS 4. CURTAIN WALLS STORE FRONTS 5. GARAGE DOORS 6. GLASS BLOCKS 7. METAL PANELS 8. METAL ROOF SYSTEMS 9. NAIL AND ROOF FASTENERS 10. PREFABRICATED BEAMS 11. PREFABRICATED POOLS 12. PREFABRICATED RAILING (STAIRS AND BALCONIES) GE E L OT R NG 13. PREFABRICATED FENCES, LIGHT POLES & A/C STANDS 14. ROOFING AND ROOF VENT- ILATORS, TURBINES AND RIDGE VENTS 15. SCREEN ENCLOSURES 16, SHEDS & MANUFACTURED BUILDINGS 17. SHUTTERS 18. SKYLIGHTS 19. SOLAR HEATERS 20. EXTERIOR SPAS 21. TRUSS PLATES 22. WINDOWS 23. WOOD CONNECTORS 8: THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, LABOR AND OTHER FACILITIES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. ALL MATERIALS SHALLBE NEW, AND BOTH WORKMANSHIP AND MATERIALS SHALL BE OF GOOD QUALITY. THE CONTRACTOR SHALL, IF REQUIRED, FURNISH SATISFACTORY EVIDENCE AS TO THE MATERIALS USED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY, COUNTY AND STATE LICENSES PRIOR TO COMMENCING CONSTRUCTION. IF SPECIAL PERMITS ARE REQUIRED FOR ANY PART OF THE WORK, THEY SHALL BE OBTAINED AND EXHIBITED. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH THE LAWS, ORDINANCES, CODES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY, AS PART OF THE WORK TO BE DONE, TO COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS AND SUB - CONTRACTORS. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE LOG OF "AS BUILT" INFORMATION AND SUBMIT IT TO THE ARCHITECT UPON COMPLETION OF THE JOB, FOR FINAL ACCEPTANCE AND CERTIFICATION. THE CONTRACTOR SHALL INSPECT THE SSITE SO AS TO THOROUGHLY ACQUAINT HIMSELF WITH THE TERRAIN, AS WELL AS WITH THE UNDERGROUND AND ABOVE- GROUND UTILITIES AND OBSTACLES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IN THE CASE OD ANY DISCREPANCY, OR DUE TO FIELD CONDITIONS WHERE IT BECOMES NECESSARY TO MAKE SOME MODIFICATIONS, THE CONTRACTOR SHALL CONSULT AND OBTAIN ACCEPTANCE AND AUTHORIZATION FROM THE ARCHITECT. IS THE OWNER'S RIGHT TO TAKE POSSESION AND USE OF ANY COMPLETED OR PARTIALLY COMPLETED PORTION OF THE WORK. BEFORE DIGGING, THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD WITH THE UTILITY COMPANIES SERVING THE AREA. SUPPLEMENTARY ASSISTANCE MAY BE OBTAINED BY CONTACTING THE "UNDERGROUND UTILITIES NOTIFICATION CENTER" (U.N.C.L.E.) AT TELEPHONE NUMBER 1- 800 -432 4770 THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PERTINENT TO HIS CONTTRACT PRIOR TO SUBMITTING BIDS OR FABRICATION OF ANY NEW BUILDING COMPONENT. THE ARCHITECTS ACCEPTS NO RESPONSIBILITY FOR THE QUALITY OF MATERIALS SELECTED AS REQUIRED BY THESE DRAWINGS NOR FOR THE WORKMANSHIP PROVIDED IN THE INSTALLATION OF THESE MATERIALS. DESIGN AND BUILD IN ACCORDANCE W/ S.F.B.C. AND N.E.C. CONCRETE: 3,000 FSI MIN. WOOD: 1,000 PFI MIN. ALL DIMENSIONS SHOULD BE VERIFIED AT JOBSITE WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE DIMENSIONS ALL OBVIOUS ERRORS AND OMISSIONS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK STATEMENT OF INSPECTION (LETTER OF COMPLIANCE): A STATEMENT OF INSPECTION SHALL BE REQUIRED IN CONNECTION WITH ANY CONSTRUCTION FOR WHICH THIS CODE REQUIRES ARCHITECTURAL OR ENGINEERED SEALED PLANS. THE STATEMENT OF INSPECTION SHALL BE A STATEMENT IN WRITING MADE AND EXECUTED BY THE ARCHITECT OR EN- GINEER WHO SEALED AND SIGNED THE PLANS FOR THE SUBJECT STRUC- TURE, ATTESTING THAT TO THE BEST OF HIS OR HER KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THE STRUCTURAL AND ENVELOPE COMPO- NENTS OF THE STRUCTURE ARE IN COMPLIANCE WITH THE APPROVED PLANS AND OTHER APPROVED PERMIT DOCUMENTS. THE STATEMENT OF INSPECTION SHALL ALSO CONTAIN A STATEMENT THAT TO THE BEST OF HIS OR HER KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT THE APPROVED PERMIT PLANS REPRESENT THE AS -BUILT CONDITION OF THE STRUCTURAL AND EN- VELOPE COMPONENTS OF THE STRUCTURE. FOR THIS PURPOSES, THE BUILD- ING OFFICIAL MAY IN EXIGENT CIRCUMSTANCES AND AT HIS OR HER DISCRE- TION, ACCEPT A SUBSTITUTE ARCHITECT OR ENGINEER FOR THE ARCHITECT OR ENGINEER WHO SIGNED OR SEALED THE PLANS. EXIGENT CIRCUMSTANCES SHALL INCLUDE, BUT NOT BE LIMITED TO, DISAGREEMENT BETWEEN THE OWNER AND THE ARCHITECT OR ENGINEER WHO SEALED AND SIGNED THE PLANS. WHERE THRESHOLD OR SPECIAL INSPECTORS ARE USED IN ACCOR- DANCE WITH THIS CODE, THE STATEMENT OF INSPECTION MAY BE MADE AND EXECUTED BY THE SPECIAL INSPECTOR OR THE THRESHOLD INSPECTOR. THE STATEMENT OF INSPECTION SHALL BE ISSUED AND DATED FOLLOWING THE COMPLETION OF THE WORK, AND DELIVERED AS A CONDITION PRECE- DENT TO THE ISSUANCE BY THE BUILDING OFFICIAL OF ANY TEMPORARY OR FINAL CERTIFICATES OF OCCUPANCY OR COMPLETION. PRIOR TO THE ISSUANCY OF A STATEMENT OF INSPECTION, THE ARCHITECT OR ENGINEER SHALL AT A MINIMUM PERFORM THOSE INSPECTIONS WHICH ARE REQUIRED TO BE PERFOR- MED BY THE BUILDING OFFICIAL FOR THE WORK INVOKED. (SOUTH FLORIDA BUILDING CODE, 1994 EDITION, 307.2, PAGE 3 -23) IvIPORTANT NOTE TO CONTRACTOR: CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR INSPECTION: 1- BEFORE POURING FOUNDATIONS 2- BEFORE POURING TIE - COLUMNS & TIE -BEAMS 3- BEFORE POURING FLOOR SLABS 4- UPON INSTALLATION OF ROOF TRUSSES & DECK (BEFORE INSTALLATION OF ROOF PAPER) 5- UPON INSTALLATION OF EXTERIOR WINDOWS & DOORS 6- FINAL (AFTER FINAL ELECTRICAL, PLUMBING, A/C & ROOF, BEFORE CALLING FOR FINAL OFFICIAL INSPECTION BY COUNTY INSPECTOR) NOTE TO CONTRACTOR OR OWNER: THE A/E SHALL BE NOTIFIED FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE IN ORDER TO PROVIDE THE LETTER OF COMPLIANCE AFTER THE FINAL INSPECTION, AS REQUIRED BY CODE.- BURGLARY AND SECURITY NOTES: (CHAPTER 36„ SOUTH FLORIDA BUILDING CODE) ALL SINGLE EXTERIOR SWINGING DOORS SHALL HAVE A LOCK TO BE KEY - OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 POUNDS APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE SOUTH FLORIDA BLDG. CODE THE ACTIVE DEAF OF PAIRS OF EXTERIOR SWINGING DOORS SHALL HAVE THE SAME LOCK AS REQUIRED FOR SINGLE EXTERIOR SWINGING DOORS. THE INACTIVE LEAF OF THESE PAIR OF DOOIRS SHALL HAVE A MULTIPLE POINT LOCK WITH 5/8" MINIMUIw1 THROW BOLTS WITH INSERTS. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT PIN, NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL OR MEETING MULLIONS. THESE DOORS SHALL BE CONSTRUCTED SO THA NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN A LOCKED POSITION. HINGES FROM1 EXTERIOR OUT- SINGING DOORS SHALL HAVE NON - REMOVABLE PINS. JAMBS OF ALL EXTERIOR OFFSET TYPE IN- SWINGING DOORS SHALL BE RABBETED OR OF A SIMILAR FABRICATION TO MAINTAIN THE INTEGRITY OF LOCKS AND LATCHES. VISION PANELS IN EXTERIOR DOORS, OTHER THAN GLAZING WITHIN 40" C)F THE INSIDE LOCK ACTIVATING DEVICE, SHALL COMPLY WITH ANSI 297.1 EXTERIOR SWINGING DOORS, IF WOOD, SHALL BE OF 1 -3/4" THICK SOLID CORE CONSTRUCTION. NOTE: ALL DIMENSIC)NS SHOULD BE VERIFIED AT JOBSITE WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE DIMENSIONS ALL OBVIOUS ERRORS AND OMISSIONS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK NOTE: DO NOT SCALE DRAWING. - WRITTEN DIMIENS. GOVERN OVER SCALE DIMENSIONS. VERIFY ALL IDIMENSIONS AT JOBSITE.— Z0\ \G: R -18.5 OWNER: ANDRES OBRADOR TEL: 305 586 8749 LOT SIZE: 100' X 115.' LOT AREA: 11500 SF EXIST. CONSTRUCTION: EXIST. HOUSE: 2592 SF LESS: DEMOLITION AREA: 316 SF SUB - TOTAL: 2276 SF PROPOSED ADDITION: 326 SF TOTAL: 2602 SF ASPH ROAD PARKWAY 5' CONC SWK LEGAL: LOTS 9 & 10 BLOCK 40 WENDED PLAT OF MIAMI SHORES SECTION 1 PLAT BOOK: 10 PAGE: 70 PUBLIC RECORDS OF v11AVI —DADE COUNTY FLORIDA SCALE 1100 i SCALE 120 oot STR _ =T LOC TION SKETCH 10.15 N.E. 180 STREET ✓ A 100.00' (GRAVEL) SWR PIPE PARKWAY 0 CITY SWR 100.00' 15' PAVED ALLEY PARKWAY J Qh EXIST 4' HT CBS WALL i-1 A -1 COVER SHEET A -2 SITE PLAN, ORAL. NOTES A -3 FLOOR PLAN A -4 ELEVATIONS A -5 TYPICAL WALL SECTION EXIST 41' HT CBS WALL O C.0. EXIST WD FRMG COVERED TERRACE TO BE DEMOLISHED 9.9 EXIST ASPH DRIVEWAY EXIST 4' HT 10.1 JOB VERIF CBS WALL ✓ W.M. O EXACT LOCAT Uri LIST OF DRAWINGS PROPOSED ADDITION F. F. EL. _et" 11.17 NGVD �� - 19 1'' ., ( .\ . \). s, \)e- h tor 9 S -1 FOUNDATION PLAN S -2 ROOF FRAMING PLAN E -1 ELECTRICAL FLOOR PLAN, PANEL, RISER AC -1 AIR CONDITIONING FLOOR PLAN AC -2 AIR CONDITIONING SCHEDULE & NOTES P -1 PLUMBING SITE PLAN & SANIT. FL. PLAN P -2 DOMESTIC WATER FLOOR PLAN REVISIONS: BY CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE. SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK, CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copes thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any part thereof is used in any manner wthout the consent of the Architect, the user thereof becomes indebted of the Architect for full commission CP \ y VJ nel 0 J w w z 0 (f) W 0 (f) w LL c _c O 0 z 0 N) N n 0 0 0 CO 0 cr) 0 z 0 LL 0 0 co Ln Ln O z L 1— 1 Pr, „ „0 - ,99 / iAWA — (9.8 SF) X CONC WALK i z 4 4 Pr C / E r ,: % %/ ///// / / //// / / / / / /// /% / // (25.6 SF) r A E Mr /' �� , r PORCH M � , '% j joo; , 4 A ,i 4 A ��/, ir 0 0 ," l CLOS. lir, I IST 36X 0 0 "C DR TO AIN�� FULL R sr / , ( i e e, � ■ G EXIST. / / 0 � � �L \NN\\\' XIST 13 SH T (5.0 S O ( 0 ( r i •� � j CU-1 � Pr 4 4 „ 1 � 4X80 • Ir I / /�1 / /�ii��iii�i�uii� �� j BI-FOLD , v FULL , , . . -1 � • O �M. • T.--1 OJ F o 27) I-9 z o 30 SC DR TO REMAIN c0 m C C \C C C C CC C C CC C C C �CCCCCCCC� , ryi l � PVC SCHI 40 A/C I AIN A A 1 L CH•. FOR A/C IUCT 1ST. 24X80 1 / ( • (VAULTED 2 F ILY R ROOM G) S O i G i P REMOVE S Si I CBS LL 48X BI-FOLD 8X80 BI 0 O % XIST STEE B BEAM ENC• ED IN WOO ► ►. TO REMAI , , 4 O 0 4 Z D 27 : a.ice I o Z C C WDW W/ >S) 7' -6" ILII REPLACE & 74 "HX38 "H (25.6 SF) 6" ■ ADDITION „9 I b b b b ,c. r . )' 'f fir 03) , %. t-r z,f,;41k `'? K► ,ti a'�dN d N 4 C a o s 0 +O M < I I I ye , ,. . • • ..• • .•. • � • � • .,,,. • 1 • • IF , . r w •�•��•� ■ • PROVIDE ROD & SHELF (COORD. W/ OWNER) r I y I r I 1 S 1 Z c 5 -0, k 6 -0 ` ,, 3 - 0 " k „0 • I— LL) C„ ' U CO O y0 o0 „0 - ,8 • :.•:.0. ❖y...: W mw cam_ w o � LU t J 0 CO 14" BENCH DATE 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET Illu „w:IIIIIIII �! yll OF 5 SHEETS L 2 X 4 FIRESTOP (STAGGERED) 2/3 OF (H) 1/3 OF (H) 2049A3 (1:1 9' -8” 22' -9" 1' -3" SCALE: 1/4'= 1'0" 59' -5" 59' -5" 6' -0" (11 EXIST 34 AW TO REMAIN 24 SH (TINTED (12.8 SF) 5-4" 18' -6" 5 Orttc 8 A2170►( . F; /G 4 , 5-0" LJ 0 m LL CLG 1 X 4 P.T. FIRESTOP QEiroor? G614, E,A . 9U /6 0 CO N X =XT 8' -0" 1X4 P.T. FIRESTOP —� 1 X 4 P.T. (BOT.) OR CBS WALLS TYP 4" & 6" PARTITIONS: 2X4/2X6 WD STUDS © 1 6" 0.0. W/ 1/2" GYPSUM LATH EA. SIDE. - NAIL TO STUD NOT MORE THAN 5" APART WITH 13 -GAGE GALV, OR BLUE NAILS 1 -1/4" LONG HAVING 19/64" DIAM. FLAT HEADS. SECURE EACH 16" WIDTH OF LATH TO EA. SUPPORT W /NOT LESS THAN 4 NAILS PROV. 2X4/2X6 TOP PLATE (DOUBLE PLATE IF STUD BEARING WALL & LAP EA. INTERSECTION OF WALLS AND PARTITIONS) AND 2X4/2X6 P.T. BASE PLATE (ATTACH TO FLOOR SLAB W/ 1/2" A.B. © 4' -0" 0/C EMBEDDED MIN. 7" IN SLAB IF BEARING PART.) Rh S L E G E N D 2 X 4 TOP PLATE o PP \G H \ 2 X 4 P.T. BOT. PLATE 4 "/6" PART co 0 2X6 R @ K TC & BAT • CONCRETE TIE - COLUMN STEEL COLUMN EXISTING CBS WALL NEW CBS WALL CBS WALL TO BE REMOVED //Trrrrr EXISTING 4 "/6" PARTITION NEW 4 "/6" PARTITION EXIST. PARTITION TO BE REMOVED EXISTING PLUMBING FIXTURE � � h PLUMBING FIXT. TO BE REMOVED = 7 1 1 \F RV TIO \S REVISIONS: BY CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property. they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any port thereof a used in any manner without the consent of the Architect, the user thereof becomes indebted of the Architect for full commission (f) W CC 0 CC m O W (I) W Z m 0 o N < I) Q O 0 I) z LJ 100th STREET, FLORIDA 33138 HEIGHT OF PARTITION NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL 2 X 4 FIRESTOP (STAGGERED) 2/3 OF (H) 1/3 OF (H) 2049A3 (1:1 9' -8” 22' -9" 1' -3" SCALE: 1/4'= 1'0" 59' -5" 59' -5" 6' -0" (11 EXIST 34 AW TO REMAIN 24 SH (TINTED (12.8 SF) 5-4" 18' -6" 5 Orttc 8 A2170►( . F; /G 4 , 5-0" LJ 0 m LL CLG 1 X 4 P.T. FIRESTOP QEiroor? G614, E,A . 9U /6 0 CO N X =XT 8' -0" 1X4 P.T. FIRESTOP —� 1 X 4 P.T. (BOT.) OR CBS WALLS TYP 4" & 6" PARTITIONS: 2X4/2X6 WD STUDS © 1 6" 0.0. W/ 1/2" GYPSUM LATH EA. SIDE. - NAIL TO STUD NOT MORE THAN 5" APART WITH 13 -GAGE GALV, OR BLUE NAILS 1 -1/4" LONG HAVING 19/64" DIAM. FLAT HEADS. SECURE EACH 16" WIDTH OF LATH TO EA. SUPPORT W /NOT LESS THAN 4 NAILS PROV. 2X4/2X6 TOP PLATE (DOUBLE PLATE IF STUD BEARING WALL & LAP EA. INTERSECTION OF WALLS AND PARTITIONS) AND 2X4/2X6 P.T. BASE PLATE (ATTACH TO FLOOR SLAB W/ 1/2" A.B. © 4' -0" 0/C EMBEDDED MIN. 7" IN SLAB IF BEARING PART.) Rh S L E G E N D 2 X 4 TOP PLATE o PP \G H \ 2 X 4 P.T. BOT. PLATE 4 "/6" PART co 0 2X6 R @ K TC & BAT • CONCRETE TIE - COLUMN STEEL COLUMN EXISTING CBS WALL NEW CBS WALL CBS WALL TO BE REMOVED //Trrrrr EXISTING 4 "/6" PARTITION NEW 4 "/6" PARTITION EXIST. PARTITION TO BE REMOVED EXISTING PLUMBING FIXTURE � � h PLUMBING FIXT. TO BE REMOVED = 7 1 1 \F RV TIO \S REVISIONS: BY CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property. they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any port thereof a used in any manner without the consent of the Architect, the user thereof becomes indebted of the Architect for full commission (f) W CC 0 CC m O W (I) W Z m 0 o N < I) Q O 0 I) z LJ 100th STREET, FLORIDA 33138 HEIGHT OF PARTITION NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL 2049A3 (1:1 9' -8” 22' -9" 1' -3" SCALE: 1/4'= 1'0" 59' -5" 59' -5" 6' -0" (11 EXIST 34 AW TO REMAIN 24 SH (TINTED (12.8 SF) 5-4" 18' -6" 5 Orttc 8 A2170►( . F; /G 4 , 5-0" LJ 0 m LL CLG 1 X 4 P.T. FIRESTOP QEiroor? G614, E,A . 9U /6 0 CO N X =XT 8' -0" 1X4 P.T. FIRESTOP —� 1 X 4 P.T. (BOT.) OR CBS WALLS TYP 4" & 6" PARTITIONS: 2X4/2X6 WD STUDS © 1 6" 0.0. W/ 1/2" GYPSUM LATH EA. SIDE. - NAIL TO STUD NOT MORE THAN 5" APART WITH 13 -GAGE GALV, OR BLUE NAILS 1 -1/4" LONG HAVING 19/64" DIAM. FLAT HEADS. SECURE EACH 16" WIDTH OF LATH TO EA. SUPPORT W /NOT LESS THAN 4 NAILS PROV. 2X4/2X6 TOP PLATE (DOUBLE PLATE IF STUD BEARING WALL & LAP EA. INTERSECTION OF WALLS AND PARTITIONS) AND 2X4/2X6 P.T. BASE PLATE (ATTACH TO FLOOR SLAB W/ 1/2" A.B. © 4' -0" 0/C EMBEDDED MIN. 7" IN SLAB IF BEARING PART.) Rh S L E G E N D 2 X 4 TOP PLATE o PP \G H \ 2 X 4 P.T. BOT. PLATE 4 "/6" PART co 0 2X6 R @ K TC & BAT • CONCRETE TIE - COLUMN STEEL COLUMN EXISTING CBS WALL NEW CBS WALL CBS WALL TO BE REMOVED //Trrrrr EXISTING 4 "/6" PARTITION NEW 4 "/6" PARTITION EXIST. PARTITION TO BE REMOVED EXISTING PLUMBING FIXTURE � � h PLUMBING FIXT. TO BE REMOVED = 7 1 1 \F RV TIO \S REVISIONS: BY CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property. they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any port thereof a used in any manner without the consent of the Architect, the user thereof becomes indebted of the Architect for full commission (f) W CC 0 CC m O W (I) W Z m 0 o N < I) Q O 0 I) z LJ 100th STREET, FLORIDA 33138 HEIGHT OF PARTITION NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL REVISIONS: BY 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET OF 5 �ilil�� l I Il p I lmm "d SHEETS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE. SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW 'WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property, they ore not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any part thereof Is used in any manner without the consent of the Architect. the user thereof becomes indebted of the Architect for full commission DATE 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET OF 5 �ilil�� l I Il p I lmm "d SHEETS 3 12 (EXIST -JOB VERIFY) 114,14,10 I TT" / �!? 1; .i 1,, ,�- I �, - IU4jAI�! , , , _ l4 1 1 1�1�1�1�1 IA1 101 IAIA111011011AI0IAI0IA 1 i 1�1 1 i t i 111 11�1 -1 _M 1 � 0 1AIA1AIAIAIAIAIAIA1A1A1AIAIAIAIAI A I! 1.._t11-41-1114101141410-4101014141011414141414141041110 1 1I ! 1 1 1 IAI J J I \ I /\ 11 %,I „ I 1” 1' _ 11; 1,1At1 li „I 1. _.I I 1 „ 1 i 1 111 ,.l =t i�i4l4 iAi 141011 1 1 404 14141 1 10144 4111AIAII�IAI IAIAIAISAINI�I�IAI INIOIAIOMI Ie IAIAI�IAIAIAI IAIAIA elielgel PrAI MIAIAI IAI IAIAIA AIAIAIAIAI21nli IAIAIAIeIAIAI IA1A1A eltr AIPPM1AI lAI 1 IRge O 0 - - -- ---111— IM WIMP - - -1- ---m--- onsion mionmiernim m =mom — =M - - -� - --• MI— - --_11- 1 -- - -- ?L In MEM MINIM PROPOSED ADDITION MEMO ■■■ ■■■N MINIM MEI ■ ■ ■ EXISTING CONSTRUCTION 3 12 (EXIST -JOB VERIFY) NO TH SCALE: 1/4 "= 1' -0" 0 0 SOUTH (:.::iA'l:P) ELEV ...• T ION SCALE: 1/4'= 1' -0" EXISTING CONSTRUCTION ONT) ELEV TION WEST ( SIDE) ELEVATIO SCALE: 1/4 "= 1' - 0" EXISTING CONSTRUCTION EAST (LEFT SIDE ELEV TION) ELEVATION SCALE: 1/4 "= 1' -0" 3 PROPOSED ADDITION 3 12 (EXIST -JOB VERIFY) A Aj11U1 • ' 12121212121 2121021212121212121212121 1, J 1,_ tA1 1011 1A1A1Apgmp 1A1A1A1A1A1 1011 1A1 lA apj1Al212121121A1A1A1A1A1atoi, p 12 (TYP TO MATCH EXIST) A I � I A�. IAIAtAtAiAIAIAtAlA1 - - -- jAIA'�� j�Ai��''_ ,1011 ,I�IAIAIAIAI�I�I�IAIAI IAI>• v!1AvM1Ai!iAiAi!tAi!1Ai! ir�lr�jry, p�lnp�jninlr�i�ln1►" 1�1�1►' �1�1�1► �1�1�1�'!1�1�1�1�1�.1►"�1�1�1�1 nitii41014114114404142404411W414441101410 -, A A . A ^ A � � A A ,� -, � �, , � ,-� � A A A �, � A 1 1-J�I - �1 -�1-,1 1 1-,1 1- ,1 -,1-�I 1 1- �I -,I-1 I„1 11 1 -,1-,1 1 1,1 1 1 J ^,�-�,��.��.,.AIAI�IAIAIAIAI�A A A A AIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIA `•�� AAA�AAAAAAAAAAAAAA AAA,��A. �. 1111------------ - - - - - INI i 11,1 �1-.1. ,I J ,I .I J- ..1.1. 1,.1 J ,t, .011 J I 1 1,1.,1 J� titib. JAIAIAIAIAIAI�IAIAIAIAt a eIAIAIAIAIAI�IAIAIAIA ,IA,IAIAIA,I IAIAIAIA,IAIoIAIAIA,IA `•-v �AAAeAAAAAAA�AA ARA�AAA� AAAAAAyryilmA�AAA AAAAAA A AAAA A AA A � 1.1,1.1 1�1�1- 1.1..11 -1 -I 1�1�1.1.1�1�1 -1,�1 1,,1�1.1.L.I.I.I. ICI. I. I I I .I.hI.I.I.I.I,�IAI.I.I�I�IAIAIA PROPOSED ADDITION 0 RIM J -1 �1 1�I 1 i J 1.1 JAI 1A-1111,1 ,1, �1 � , IAIA14IAI$IAIAIA1$1$1A1 -1 J t*I*l$141, 1,11-141 1 .I -. I -OM 1-1 � 1 I 11 1- , 1-1,1 AAA ^.1 �1 J AA AA. A.. A AAAAAAAA�AAAA�AAAAA � AAAAAAAAAAA.AA AAAAAAAAAA ,I ,I J �I ,1,LJ ,1011011011 J .IAIAI�IAIA.1 �IIAIAIAIAI -,1011 ,1 ,1 J ,I J .I.1 �1 J �1�,1 J�J ,I J J �1 �I�,IAI,.i ,1 ,1.1.1 .I .I 1,1 �1 I I �I J �i ,1.IA�J1�1,1 J ,1 �1 J „1 �1 J ,1 ,1 A �AAAAA�A AA A � 010101010101 010101010101I01 AAA AAAA A AA A AA A AA AAA 0101010101 AA A A AAA AAAAAAAAA�A ,1 ,I ..1 �1 J I , I ,� L 1 1 J ,t .11011 ,1. J ,1 J. ; J , J,IJJ,I,LJ,I�I,1,1 1 1,1.1.1,1.) L.1J,1 1 1 1.1.1..1.,�.1�I.I,1,1, 1JJJ iJ,1.1,IAL.1 1 1 - - - - - - - - - - - - - - ; , . A1�IAIAIAIAIAt�IAIAIAt tAIAIAIAtAIAj> IAtAIAt�tA iettIAtAIAIAIAIAIAIAIAI�IAIAIAIAIAIAIAIAIAIAtAIAddi tiMIAIAIAIAtAIAlAlANO ttet � 1 1,1 �1,1-JA1 -,I , I ,1 ,I *IAIAIAIAIAI *IAIAi IAIAIl: IA1A,1A1AiA,1A,1A1A161410441- I�IAIAjA0110AmAlAIAIAIA w w W 0 1 w w cn 0 0 ff\ 0 cy 0 0 0 0 z 0 0 0 0 0 0 0 z J 0 REVISIONS: BY SHALL VERIFY ALL DIMENSIONS AT SITE. SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAO EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are h(s property, they ore not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any part thereof is used in any manner without the consent of the Architect, the user thereof becomes Indebted of the Architect for full commission )S R. DOMINGUEZ, R.A. I T E C T State of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 E —MAIL: CARDOM @worldnet.att.net v . 1.1.4 U � [ f J NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL E / AT: 320 N.E. 100th STREET, MIAMI SHORES, FLORIDA 33138 FOR: ANDRES OBRADOR TEL No. 305 586 8749 DATE 12/13/2000 SCALE CONTRACTOR AS SHOWN DRAWN CRD JOB 2049 SHEET u III OF 5 SHEETS COUNTY APPROVED CLAY BARREL TILE ROOF ON 90# MINERAL SURFACED CAP SHEET (ASTM D249) LAPPED MIN. OF 2" AND MOPPED (ASTM D -312) TO A 30# BASE FELT (ASTM D226) LAPPED 2" MIN. AND NAILED TO DECK W 12 GAGE GALV. ROOFING WIRE RING - SHANKED NAILS © 6" 0.C. (PA -114) AT CENTER PANELS AND © 4' AT EDGE PANELS THROUGH 32 ga TIN CAPS (PA -114) (TIP) (NEW ROOF TO MATCH EXIST ) 19/32" CDX EXT GR PLYWD PANELS NAIL TO TRUSS W/ 8d GALV COMMON NAILS © 6" 0.C. AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS, AND AT 4" 0.C. AT PERIMETER & RIDGES (TYP) WOOD TRUSSES © 24 "O.C. (BY TRUSS MFR.) 12 JOB VERIFY TO MATCH EXIST. 3 "X3" 26 GA. GALV. MIL. DRIP NAILED 4" 0.C. ON 1 X2 P.T. WD NAILER .- LAP MIN. 6" © PERIMETER & AT CORNERS (PA -1 1 1) 1 X SPRUCE FASCIA OVER 2X PT SUB - FASCIA #9 STANDARD TRUSS (HORIZ. REINF.) EVERY SECOND COURSE (EXTEND 4" INTO COLS) 5/8" STUCCO 8" CBS WALL GRADE ELEV. Ie ° xr6" "ootc . C 5 _ l � X1�:" CONT. CONC. MONOLITHIC FOUNDAT. W/(2) #5 BOT.(TYP) 3 z s is i i z i t si s t n s i_ si s i_ s i s %s i s i si :[ .-s-- . ' a d I • c 4 aL CA • WA R 30 BATTS INSUL. SCALE: 3/4" = 1' -0" 1/2" GYPSUM BOARD ON 1X3 YELLOW PINE FURRING STRIPS © 16 "O.C. HUGHES DTC TRUSS ANCHOR (DPC# 98- 0717.03) UPLIFT= 1365# PERP TO WALL= 1310 PARALL TO WALL= 785 FASTENERS: (4) 10d X 1 1/2" THRU SEAT PLATE (9) 10d X 1 1/2" THRU STRAP 1X4 PT FIRE STOP 8 "X12" TYP. CONC. TIE -BEAM W /(4) #5 CONT. & (2) #5X60" BENT © CORNER(TYP) PROVIDE (4) #3 STIRRUPS ©12" AT CORNERS & © 48" O.C. ELSEWHERE R -5 FOIL INSUL. 1/2" D.W. ON 1X2 P.T. FURR. STRIPS © 16" 0.0. (TYP) 1X4 PT NAILER 3/4'X3 -1/2" WOOD BASE 1 1/2" DROP 4" CONC. SLAB W /6X6 -10/10 W.W.M. ON 6 MIL VAPOR BARRIER -30" W DOUBLE WW MESH FULL PERIMETER WELL COMPACTED SAND FILL UNDISTURBED SOIL - C (SEE SHT. S- FOR ADDITIONAL WALL SECTION DETAILS) 0 \ WALL3 TOP OF T.B. + 8' -4" F. F. EL. GRADE w 0 + 0 , -0 „ (11.17 NGVD) TO MATCH EXIST. FOOTING SCHEDULE MARKS DIMENSION REBARS REMARKS „0-,99 e- .21 \ LENGTH (in) 111 r LENGTHWISE TRANSVERSE CONC WALK 16" v EXIST. 10 BEDRO -1 II 2 #5 BOTT 4 "x 12" NOM. MONOLITHIC PORCH 30" 12" 5 #5 BOTT %GIB � mI i •u I ' d uI k 0 r 4 /.— . i r __ /i�/��/ �IE/G � , 4 CLOS. r I AT: 320 320 N.E. 100th STREET, MIAVII SHORES, FLORIDA 33138 FOR: ANDRES OBRADOR TEL No. 305 586 8749 y l 1 %/A1 1 sial SCALE AS SHOWN DRAWN CRD EXIST. GARAGE , / E T. O S. Al EXIST. IF �G- DI 'I OM EXIST. NING 11. 7 BATHRI' i iI / • ( - +- 0' -0" 0 0 0 IMO lo Mff 4 A ol I Jr . A V/ A r 0 I % / AMP 4■1/ 4 E T. B yROOM-2 1 1 1 ROOF BE•'NG EXI . FAMI ROOM •0 . C 0 , 1 REMOVE 1ST CBS • LL 11 PATC AND MATC WIS r w_mmA wJ 0 EXIST KC _- _ - - - - XIST STEE BEAM ENC� ED IN WOO ©12 "O /C NEW 3.. STL COL STUD PA' " N. CON FILL (SEE .TAIL) -- - - -- TO REMAI — - - -- - -- DEN REAC ON =2709 :S 6 0 12 "0 ' UP FT =1275 D STUD P RT'N. r i i. d EXI Pi I f ' CIST. , y0A PNL f I %� A � (SEE DETA — IN SHT EE CALCU % ION SHEE ' (SEE DE •IL 1 - - - NS S - 2) I - , , 1 EXIST. �' MASTER : 'ROOM I I ROOF :EARINC r / /►��ls r „ Es 1 i��,i,,,,,,,, �� •�� •� •s •��1 .� �� r , 1 ►ls��!•!•�� ' 'ir — I' _. // -- V � III I' F1' EW CON TE FOOTI 3' -0” X 3' -0" 1 THICK, WI 4M5 BOTT EA. WAY E EXT. ST • .11 PARTITIO TAI IN T. S -2 , DETAIL 1 1 R OVE EXIST BS W 'ATCH AND ATCH FINI E T FRMG S UCT TO B DEMOLISHE► I All 4 0 LEVEL 1 -- SEW OPEN "RACE SC I #k P 4 1 1 .17 NGVD �I :..• ►• • • .• ►••• �►:• • m: 9 iim „Ol - ,91. 00' r?:j 004 ; .;• ) ::� :� ► � yti ► P :y • . i ; i Et r a -- G N-IP IS Sie 1 a C�t�ad 6 �L l't ' . G • 0P ex iSTIaC� J- ��\ FULL 4" CONC SLAB W/ 13b' 6X6 -10/10 WWM ON ON 6MIL V ON 5 , - 0 , 1 Od G.• I >*. WELL COMPACTED FILL (T YP) • . ---- -i- -1- � : • I g 1 #5 CONT. iioriix U I �: • • SHOWERI — — —J :•• — I— Tc �: it �: ❖: ❖� : ❖: ❖: ❖: ❖ : ❖: ❖: ❖: ❖ ❖ : : ❖: •,❖:❖: :•:�►�: ❖:•- o : ❖. ❖ : ❖ : ❖:r. ❖a.;o -_� es!•!• �!•!.!!• s!• s!.!•!.!• s!•!• sly.!•1.1.tart sss!.sslOLII!•tsl itt∎ a.S 14-'1 FOOTING SCHEDULE MARKS DIMENSION REBARS REMARKS WIDTH (in) LENGTH (in) DEPTH (in) LENGTHWISE TRANSVERSE WF16 16" v CONT. 16" / 2 #5 BOTT 4 "x 12" NOM. MONOLITHIC F -1 30" 30" 12" 5 #5 BOTT 5 #5 BOTT NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL 711 / -0- B -AV SC —IDLE BEAM SIZE LONGITUDINAL REINFORCEMENT TIES (STIRRUPS) BOTT TOP MIDDLE TB 8 "x 12" MIN 2 #5 2 #5 FILL CELL W/ CONC. #3: 4012" ea end, bal ©48" B -1 4 "x 12" NOM. EXISTING WOOD BEAM C - 1 3.5" STL COL CONCRETE FILL COLUMN SCHEDULE MARK /TYPE DIMENSION REBARS TIES SC 8X8 2 #5 TD BLOCK CELL 1 #5 V FILL CELL W/ CONC. TC 8X12 5 #5 V #3 © 8" C - 1 3.5" STL COL CONCRETE FILL REVISIONS: BY CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE. SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any part thereof is used In any manner without the consent of the Architect, the user thereof becomes indebted of the Architect for full commission )S R. DOMINGUEZ, R.A. .ITECT state of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL 711 / -0- AT: 320 320 N.E. 100th STREET, MIAVII SHORES, FLORIDA 33138 FOR: ANDRES OBRADOR TEL No. 305 586 8749 DATE 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET S . OF 2 SHEETS 2049S1 (1: 9' -8" NOTE: DO NOT SCALE DRAWING. - WRITTEN DIMENS, GOVERN OVER SCALE DIMENSIONS. VERIFY ALL DIMENSIONS AT JOBSITE.- 22' -9" 59' -5" 31' -3" 59' -5" FOUN! PL N SCALE: 1 /4w= 1' -0" 21' -8" 17' -2" 18' -6" 15' -0" D -S ROOF (L.L.): ROOF (D.L.) TOTAL: G\ S"P 30 PSF 25 PSF 25 PSF UPLIFT -39.29 PSF UPLIFT AT EAVES -69.00 PSF (SEE CALCULATION SHEETS) SOIL STAT NT: SOIL AT SITE, BY VISUAL INSPECTION, APPEARS TO BE UNDISTURBED SAND AND ROCK. BASED ON THIS, FOUNDATIONS HA BEE DESIGNED USING A PRESUMPTIVE SOIL CAPACITY OF 2500 E (SFBC 2403.2).- THIS ENGINEER HAS OBSERVED T AND STABLISHED THAT THE FOUNDATIONS FOR THE STRUCTURE WILL BE SUPPORTED ON UNDISTURBED SAND AND ROCK, INCLUDING AREAS WHERE REMOVAL OF EXISTING STRUCTURES IS REQUIRED. IN THOSE AREAS, REMOVAL OF STRUCTURES MUST INCLUDE THEIR FOUNDATIONS, AND THE SOIL LEFT UNDISTURBED TO THE ELEVATION OF THE BOTTOM OF THE NEW BUILDING FOUNDATIONS. A LETTER BY THE ENGINEER WILL BE SUBMITTED AFTER THE GROUND HAS BEEN BROKEN, ATTESTING THAT THE SITE HAS BEEN OBSERVED, AND THAT THE CONDITIONS FOUND ARE SIMILAR TO THOSE UPON WHICH THE DESIGN HAS BEEN BASED. STRUCTU R L NOTES GENERAL: STRUCTURAL DRAWINGS OR DETAILS SHOWN HEREIN SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE SAFETY AND ALL OTHER DRAWINGS, TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. TOP OF FOOTINGS ARE AT SAME ELEVATION AT THE JUNCTURE OF WALL FOOTINGS AND COLUMN FOOTINGS. AT CHANGES IN FOOTING ELEVATIONS, SLOPE BOTTOM OF FOOTING MAXIMUM 1 VERTICAL TO 2 HORIZONTAL. CONTRACTOR TO VERIFY ALL NEW OR EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS AT JOB SITE AS SOON AS PRACTICABLE. NOTIFY ARCHITECT /ENGINEER OF ANY DISCREPANCIES BEFORE EXECUTING THE WORK. DO NOT SCALE DRAWINGS. IN ALL CASES, INDICATED DIMENSIONS CONTROL. `) ' u�CONCRETE: C . , ‘ ‘ D ALL POURED IN PLACE CONCRETE MIN. f'c =3,000 P.S.I. a ()AT 28 DAYS UNLESS SPECIFICALLY INDICATED OTHERWISE NO IN PLANS OR SCHEDULES. MAXIMUM SLUMP PERMITTED 5 ".— '0 \y NO ADMIXTURES PERMITTED WITHOUT APPROVAL OF � y ENGINEER /ARCHITECT. ALL POURED IN PLACE CONCRETE WORK TO BE PERFORMED IN ACCORDANCE WITH ACI STANDARD 318 -82, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. N ASONRY: ALL CONCRETE BLOCK TO BE 8" X 8" X 16" WITH TWO CELLS, OR SIZES INDICATED IN THE DRAWINGS. BOND SHALL BE PROVIDED BY LAPPING ENDS IN SUCCESSIVE VERTICAL COURSES. HORIZONTAL JOINT REIFORCING SHALL BE PROVIDED AT EVERY SECOND COURSE (16" VERTICALLY). PROVIDE STANDARD No. 8 TRUSS TYPE REINFORCING; EXTEND REINFORCING 4" INTO TIE COLUMNS. TIE REINFORCEMENT TO STRUCTURAL COLUMNS WITH APPROVED METHODS. REI \FORCI \G STEEL: RIVPOS MINIMUM COVER: FOOTINGS 3 "; BEAMS 1 1/2 "; INTERIOR SLABS 3/4 "; EXPOSED SLABS 1 1/2"; MEMBERS IN CONTACT WITH THE GROUND 3 ". -D LOADS TO BE NEW BILLET CONFORMING TO LATEST ASTM A -615 SPECIFICATION, GRADE 60, FABRICATED IN ACCORDANCE WITH ACI STANDARD 318 -82 AND THE CRSI MANUAL. COLUMN DOWELS: SAME SIZE AND NUMBER AS VERTICAL ABOVE, UNLESS OTHERWISE INDICATED IN PLANS. LAP 36 BAR DIAMETERS, OR AS SPECIFIED ON PLANS; MINIMUM LAP TO BE 18 INCHES. EXIST. FOUNDAT. GALV. MTL. DRIP ON 1X2 P.T. GRADE ELEV TI - — B EXIST 4X8 0 24" 0/0 WD JSTS EXIST ROOF DECK (2) #5 BOT. 8" X 12" CONC TIE —BEAM NO SCALE EXIST 12" JOB VERIF F.F.EL. 11.17 NGVD CO NO SCALE NO SCALE (4) #3 TIES (4 12" 0.C. AT CORNERS & AT EA. BEND AND 48" 0.C. ELSEWHERE (2) #5 TOP DRILL 5/8" X 6" HOLES TO RECEIVE #5 BARS.— FILL HOLES W/ "SIKADUR -31 HI —MOD GEL" EPDXY GROUT OR EQUAL.— FOLLOW MANUFACTURER INSTRUCTIONS -AV CO \ \EXIO\ DRILL 3/4" X 6-1/2" HOLES TO RECEIVE #5 BARS.— FILL HOLES W/ "SIKADUR -31 HI —MOD GEL" EPDXY GROUT OR EQUAL.— FOLLOW MANUFACTURER INSTRUCTIONS NEW TO EXISTING FOOTING CONNECTION DETAIL HUGHES RT12112/T STRAP 0 JOIST EXIST 4X12 WD BM. 1 0 "X 10 "X 1 /4" STL. SADDLE W /(2) 5/8" PASS —THRU BOLTS NEW 3.5" SQ. STL. COL. CONC. FILLED NEW 8 "X 8" X 1/2" BASE PL W /(4) #5 X 10" BENT RODS WELDED TO PL a •4 EXISTING FLOOR SLAB CONC POUR ^e• • ? r d UNDISTURBED SOIL 30" X 30" X 12" CONC. FTG. W/(5)) #5 BOT. EA. WY (TYP) UV\ r D 6" MIN EXIST, CONC. TIE -BEAM -TAIL 0 EXIST. 0 EMBED" MIN NEW EXIST. CBS WALL A NEW 16" X 16" MONOLTH. FOUNDAT. W/2 #5 CONT „q Pennyweight Length (in.) Wire Diameter (in.) r I I I 2 0.113 I 0 - r-I 2 1/2 .131 10d 3 \ / 12d r - - .148 16d __J .162 / A ir, .192 I 4 1/2 I I I I I I _ - - - 40d 5 I I I I I I S 5 1/2 \ r 6 .263 , SCALE AS SHOWN 1 11 i - U JOB 2049 0 �.i OF 2 SHEETS I I I I I I I I I I I I I I I I I I - J XIST STEE BEAM ENC IN WOO TO REMAI L _L - - -- -- NEW 3 /2" STL Co CO ' FILL (SEE oETAIL) IST. DEN REACTIO 2709 LBS UPLIFT 1275 LBS /(SECALCUTlO:, SHEETS) -- - -- :FARING 3.5" STL COL (SEE DETAIL) HUGHES RT12112/T STRAP © STUD 2X6 PT BOT. PL. #_ f EXIST CONC SLAB & CONT. FOUNDATS. I : I il� - ST 4X12 : BM ROOF S • EXT. STUD 'ARTITION 1' Al 1 THIS SHE- E- T FRMG S 'UCT TO B DEMOLISHE► R= OVE W ATCH A • IST BS WALL TIE D ATCH FINI 4 NE'■ OPEN TER •CE \ Ol -9L \ - J 2 LI— cn U") Of m U O „9 - ,Ll lJ N LA_J CD 0 PLYWOOD SHEATHING: 19/32 CDX EXTERIOR TYPE PLYWOOD, SECURED TO JOISTS WITH 8d NAILS, 6" OC L cn LJ cn 10 3 (- INTERIOR, 4" OC AT ALL EDGES. (TYPICAL) L .- CROSS- BRACING (SEE SECTION) _ ) fi x ..,:-,: 2X4 PT NAILER I--- - COMMON WIRE NAILS Pennyweight Length (in.) Wire Diameter (in.) 6d 2 0.113 8d 2 1/2 .131 10d 3 .148 12d 3 1/4 .148 16d 3 1/2 .162 20d 4 .192 30d 4 1/2 .207 40d 5 .225 50d 5 1/2 .244 60d 6 .263 COMPONENT COMP AREA (S. F.) ZONE VEL. PRSS (PSn +GCp FROM FIGS. 3a, 3b -GCp FROM FIGS. 3a, 3b POS. PRSS. NEC. PRSS. DES. PRSS. W1 9.80 4 27.3 1.40 -2.00 38.25 40.98 -40.98 These drawings and copies thereof f urn:shed by the Architect are his property, they are not b be used on other work and are b be returned upon demand at the completion of work. If this drawing or any part thereof Is used in any manner without the consent of the Architect, the user thereof becomes 1 indebted of the Architect for full comm6sslon )S R. DOMINGUEZ, R.A. : I T E C T State of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 - V 4. U U it4 J I I ■ NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL r 6: 7 / Z — r3-ov I” III .III Il AT: 320 N.E. 100th STREET, V1IAVII SHORES, FLORIDA 33138 FOR: ANDRES OBRADOR TEL No. 305 586 8749 DATE 12/13/2000 SCALE AS SHOWN 1 11 DRAWN CRD JOB 2049 SHEET npp p, I - I III IL:�Illllillllll �.i OF 2 SHEETS ' .' L 2X6 PT TOP PL 2X6 PT © 12" 0/C WD STUD PARTITION 3.5" STL COL (SEE DETAIL) HUGHES RT12112/T STRAP © STUD 2X6 PT BOT. PL. #_ f EXIST CONC SLAB & CONT. FOUNDATS. / II REACT O N S (SEE CALCS. SHEETS) BY LIVE (LBS) DEAD (LBS) NET UPLIFT (LBS) HOR1Z. REACT. PAR. NORM. R1 555 500 738 216 361 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE. SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING JTILITIES OR CONSTRUCTION These drawings and copies thereof f urn:shed by the Architect are his property, they are not b be used on other work and are b be returned upon demand at the completion of work. If this drawing or any part thereof Is used in any manner without the consent of the Architect, the user thereof becomes 1 indebted of the Architect for full comm6sslon )S R. DOMINGUEZ, R.A. : I T E C T State of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 - V 4. U U it4 J ROOF FRAvING v1ENBERS BY 10 PREFABRICATED WOOD TRUSSES © 24" O.C. 2X4 SUB- FASCIA \IV �I ' VP REVISIONS: BY K,/- - a \IV �I ' VP 2X4 BRIDGING 0 TOP OF BOT TRUSS CHORD ® CENTER OF TRUSS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE. SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING JTILITIES OR CONSTRUCTION These drawings and copies thereof f urn:shed by the Architect are his property, they are not b be used on other work and are b be returned upon demand at the completion of work. If this drawing or any part thereof Is used in any manner without the consent of the Architect, the user thereof becomes 1 indebted of the Architect for full comm6sslon )S R. DOMINGUEZ, R.A. : I T E C T State of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 - V 4. U U it4 J I I ■ NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL r 6: 7 / Z — r3-ov I” III .III Il AT: 320 N.E. 100th STREET, V1IAVII SHORES, FLORIDA 33138 FOR: ANDRES OBRADOR TEL No. 305 586 8749 DATE 12/13/2000 SCALE AS SHOWN 1 11 DRAWN CRD JOB 2049 SHEET npp p, I - I III IL:�Illllillllll �.i OF 2 SHEETS (643# UPLIFT) (DCPA 98- 0717.03) WAMM r. .!. K,/- - a \IV �I ' VP 2X4 BRIDGING 0 TOP OF BOT TRUSS CHORD ® CENTER OF TRUSS (643# UPLIFT) (DCPA 98- 0717.03) WD ,, JOISTS L \,\ - / -\ - HUGHES RT12112/T STRAP © STUD ' .' L 2X6 PT TOP PL 2X6 PT © 12" 0/C WD STUD PARTITION 3.5" STL COL (SEE DETAIL) HUGHES RT12112/T STRAP © STUD 2X6 PT BOT. PL. #_ f EXIST CONC SLAB & CONT. FOUNDATS. / II 2049S2 ( 1 9' -8" 22' -9" 31' - 3" 59' -5" 59' -5" 21' -8" ROOF F"I SING PLAN SCALE: 1/4 "= 1'0" 15' -0" RAKED GABLE END CONC BM W/2 #5 T & B © HOOPS © 48" 0/C (SEE SECTION) 17' -2" 18' -6" 2X8 PT - ANN ca P1 A. Cott. 1` 34". itt 2 #5 BOT @ LINTEL MONO FOUNDAT #5 BOT CONT USE HUG ES DTC TRUSS ANC OR (DPC# 98- 0717.03) UPLIFT= 1365# PERP TO WALL= 1310# PARALL TO WALL= 785# FASTENERS: (4) 10d X 1 1/2" T RU SEAT PLATE (9) 10d X 1 1/2" THRU STRAP KEY DESIGN PRESSURE ON WINDOWS AND DOORS: (SEE ATTACHED CALCULATION SHEETS) G LE END SCL 3/6 " =1' -0" L 8"X1 2" TYP. CONT. & (2) PROVIDE (4) CORNERS & LL CONC. RAKE BEAM W /(4) #5 5X60" BENT © CORNER(TYP) #3 STIRRUPS ©12" AT © 48" 0.0. ELSEWHERE 1 #5 TD Sc FILL CELL W/ CONC 0 1 ■ 11 PA .,.. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII a a• • NOTE 1: ALL TAPCON NOTE TY IC 8X12 TYP TIE -COL W/4 #5 VERT & TIES © L n 8" 0/0 (TYP) o0 F. F. EL. 2: IMPACT RESISTANT GLAZING OR STORM SHUTTER W/ PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING BPERMIT IS REQUIRED N SECTION 1 2X4 BRIDGING ® BOT OF TOP TRUSS CHORD AT RIDGE WINDOW BUCK D T IL WD TRUSSES ® 24" 0.0. TG SCALE: 1/2" = 1'-0" SCREWS TO BE SCALE: 1" = 1'-0" 2X4 PT NAILER \ HUGHES RT12112 /T STRAP © JOIST — 2X8 PT NAILER NEW TYP CBS WALL (SEE TYP WALL SECT) LE END INTERIOR DRYWALL FINISH 1X4 PT BUCK FRAME CORNER BEAD 1/4"x METRO APPROVED TAPCON SCREWS AT EA. BUCK '- • 4" 0.C. FROM THE ENDS AND © 15" 0.C. MAX. ELSEWHERE EMBEDED 1 1/4" MIN. INTO CONC. (TYP. MIN. REQ'MENT) WINDOW FRAME 2X ,?F4' PT SECURED TO MASONRY W/ fi CTJF NAILS CAULKING V.4- X '72/.t."4,145 EXTERIOR FINISH (STUCCO) MASONRY FILLED CELL (TIE DOWN) EMBEDED IN CAULKING WIND LOADS: MAIN BUILDING MEMBRES AND INDICATED COMPONENTS HAVE BEEN DESIGNED TO THE MINIMUM DESIGN WIND LOAD STANDARDS OF SECTION 6 OF STANDARD 7 -88 OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7 -88). FOR WIND LOAD DESIGN, THE FOLLOWING PARAMETERS HAVE BEEN USED: MEAN RECURRENCE INTERVAL: 50 YEARS MPORTANCE FACTOR: EXPOSURE CATEGORY 0 BASIC WIND SPEED: 110 MPH EXIST ROOF DECK ( 3) RED HEAD DEPENDABOLTS DB1250 (MIN. 2 3/4" EMBEB.) (2075# PULL EA.) (SEE CALCS. SHEETS) XT. STUD P nL RTITON DET SCL 3/6 " =1' -0" TYP GALV MTL DRIP /ON 1X2 PT NAILER / (SEE TYP WALL SECTION) �� 1 X FASCIA 2X4 PT 8X RAKED CONC GABLE END W/ 2 #5 TOP & BOTT. W/ #3 TIES 4® 12" 0/0 ® CORNERS & ®48 "0 /0 ELSEWHERE IL EL =CTRIC LOAD CALCUL_ATIO \S IT E EXISTING PNLS REMARKS QTY. WATTS GENERAL LIGHTING 3W /SF 2602 7806 REMARKS SMALL APPLIANCES 1500W /CKT: 1500 4 6000 N E REFRIGERATOR 1000 1 1000 )S R. DOMINGUEZ, R.A. I T E C T State of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 E —MAIL: CARDOM®worldnet.att.net DISHWASHER 1200 1 1200 4300 WASHING MACHINE 1500 1 1500 NEUTRAL WATTS: DRYER 5000 1 3000 WATER HEATER 6000 1 6000 GARAGE DOOR 800 1 800 GARB. DISPOSAL 800 1 800 RANGE 12000 1 12000 6 TERRACE GFI'S 1500 1 1500 7 OUTDOOR LIGHTING 500W /CKT: 500 2 1000 RATHROOM GFI 'S 1500 2 3000 SPRINKLER PUMP 1500 1 1500 CONNECTED LOAD: (LESS A /C) 49106 11 10KW 0 100 %: 10000 BAL. 0 40 %: 15642 A/C OR HTG. 0 100% 10327 DEMAND LOAD: 35969 PHASE AMPS: (D.L. /240) 149.9 SERVICE BREAKER: 200A TYPE SQUARE 'D' SERVICE: RESIDE NC (OR EQUAL) EXIST PANEL " /) " NEUTRAL 200A E VOLTAGE 240/120v lPH. 3W. / 1 I'l A IN LUGS ONLY MOUNTING : SURFACE (ALL 20 AMPS, 1 POLE CKTS. EXEPT AS NOTED) AIC 10000A 0_ F W J a D Q ~ o ¢ > q CI N v L,J N 3 n REMARKS 6 Z , SHEET OF 1 C Z , REMARKS N ) 1 q E H v (-71 J • a¢ o > o 2 N E 3,500 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEED NG WITH THE WORK CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN- CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion Of work. If this drawing or any part thereof is used in any manner without the consent of the Architect, the use thereof becomes indebted of the Architect for full commission 1000 )S R. DOMINGUEZ, R.A. I T E C T State of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 E —MAIL: CARDOM®worldnet.att.net EXISTING TO REMAIN 1 2 EXISTING TO REMAIN 4300 GARAGE 800 NEUTRAL WATTS: 25305 NEUTRAL AMPS (N.W. /240): 105A BREAKER AMPS.: 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 50 2 8830 3/4 6 A/C A.H.0 -1 r 29 30 1 A/C C.U. - 8 3/4 4800 2 40 L 31 32 J 40 2 5830 3/4 8 A/C A.H.U. -2 r 33 34 A/C C.U. -2 10 1/2 3450 2 30 L 35 36 3 15 1 600 1/2 14 NEW LIGHTING 37 38 f )4ACE A ye- / Z t zc 20 1 1500 1/2 12 NEW OUTLETS 39 40 SPACE 41 42 CONNECTED LEAD: (SEE LOAD CALCULATIONS) FEEDER: (SEE RISER DIAGRAM) FED FROM SERVICE DATE 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET OF 1 BAL. 0 35 %: SHEETS REVISIONS: BY REMARKS LIGHTING, WASHER SMALL APPLIANCES: 15300 3KW 0 100 %: 3000 BAL. 0 35 %: 4305 RANGE 0 70 %: 8,400 DRYER 0 7070: 3,500 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEED NG WITH THE WORK CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN- CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion Of work. If this drawing or any part thereof is used in any manner without the consent of the Architect, the use thereof becomes indebted of the Architect for full commission 1000 )S R. DOMINGUEZ, R.A. I T E C T State of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 E —MAIL: CARDOM®worldnet.att.net °4 ( 11' . ; ' ' V 4 [1__J] i ii [( 120V APPLIANCES 4300 NEUTRAL LOAD: EXIST PNL REMARKS LIGHTING, WASHER SMALL APPLIANCES: 15300 3KW 0 100 %: 3000 BAL. 0 35 %: 4305 RANGE 0 70 %: 8,400 DRYER 0 7070: 3,500 OUTDOOR LIGHTING: 1000 120V APPLIANCES 4300 GARAGE 800 NEUTRAL WATTS: 25305 NEUTRAL AMPS (N.W. /240): 105A BREAKER AMPS.: 200A EXIST EL METER & 200A DISC SW / IN NEMA 3R / EXIST O.H. / EL SERV / / / 2007E1 EXIST 200A PNL EXIST. LAUNDRY EXIST. GARAGE 0-0— 0 EXIST. KITCHEN EXIST. DINING ROOM (VAULTED CLG) L- _ r I 14 CLOS. HU -1 CLOS. EXIST. LIVING ROOM (VAULTED CLG) L CHASE FOR A/C DUCT EXIST. FAMILY ROOM (VAULTED CLG) EXIST. DEN NEW OPEN TERRACE SCALE: 1/4 "= 1' —O" C FLOG PL • N CONC WALK A33/35 A37 A39 A37 A37 SD A37 A37 A/C A.H.U.- WALK -IN CLOS. A37 L J 2 ,GFI EXIST. BEDROOM -1 ,JA /V\ A, LIGHT FIXT IN ATTIC W/ PULL CHAIN- A39 22X24- 'ACCESS EXIST. BEDROOM -2 TO ATTA A371 CLOSET h GFI EXIST. MASTER BEDROOM S (€].) n A37 EXIST. CLOS. EXIST. BATHROOM -1 • MAS ' R A37 I ` B HROOM A37 1 A39 VP A37 SHOWER A37 CLOSET 138; A yo (r Rent ef7 6J?J L( /3, 02 i tic I`eirev ff k A/C C.U. - 2 A34/36 4 0 RECESSED LIGHT (HI -HAT) FLUORESCENT LIGHT FAN W/ LIGHT CEILING LIGHT SURF. MID. WALL LIGHT BATHROOM EXHAUST FAN TV ANTENNA JACK TELEPHONE JACK ▪ WALL WSHER LIGHT FIXTURE N.T.S. KITCHEN OR BATHROOM LIGHT LEG SINGLE POLE SWITCH 3 WAY SWITCH 4 WAY SWITCH DIMMER SWITCH GFI SWITCH GFI -WATER PROOF SW. TIMER SWITCH PUSH - BUTTON HALOGEN LIGHT FIXTURE ELECTRICAL NOTES \D. I. Contractor shall furnish all labor, materials and equipment for complete electrical installation in accordance with these drawings. 2 Comply with the N E.C. and the South Florida Building Code. 3, Provide empty conduits as required for telephone system. 4 Obtain all permits for work under this contract. 5, Provide temporary power and light outlets for use by other trades. 6 Provide all required connections for other trades. 7, Coordinate all outlet locations with building architectural features. 8. Contractor shall visit the site to familiarize himself with all existing conditions. 9, All cable shall be copper. 10. Indoor conduits shall be EMT. 11. All mounting hardware shall be by contractor. 12, Outdoor underground conduits shalt be schedule 40 PVC. under paved areas it shall be encased in concrete, Minimum cover shall be 24 inches. 13. Use only U L listed boxes for ceiling fans. SWITCH LEG SMOKE DETECTOR SWITCH INE SIDE F SWITCH SMOKE DETECT EXIST. EXIST 3 #2/0 — 2" -EXIST 1/4 — 1/2" q 9 -CFI P DOUBLE RECEPTACLE SINGLE RECEPTACLE GROUND FAULT RECEPTACLE G.F.I. -WATER PROOF RECEPTACLE 220V RECEPTACLE 1 DISC. SWITCH ® BELL $ SW. CONTROLLED OUTLET 2 I 200 6' -0" PHASE CONDUCTOR R CI \ \ECTI NOTE' ALL SMOKE DETECTORS SHALL BE 120V WITH BATTERY BACK -UP SO THAT ACTIVATION OF ANY SMOKE DETECTOR SHALL ALSO ACTIVATE ALL OTHERS WITHIN THE UNIT — EXIST 200A 0.H. SERVICE BY FPL TO REMAIN EXIST 3/2/0 THWN — EXIST SERVICE BREAKER NEMA 3R 10000 AIC GARB. DISPOSER S� SMOKE DETECTOR O JUNCTION BOX TO A/C THERMOSTAT ELECTRIC METER ELECTRIC PANEL t SPOT LIGHT (PAR - HOLDER) WITH MOTION DETECTOR E EXISTING ITEM 120 V. N DETAIL_ EXIST GROUND — CONTRACTOR TO VERIFY EXISTING TWO 5/8" X 10' GND RODS SPACED 6 FT. BOND TO A 3/4" COPPER WATER PIPE STUB —OUT. (CONTRACTOR TO VER /FY) LLFCTRIC RISE - R DIAGRAM n. t. s. NOTE: (PANEL "A"): RANGE CIRCUIT WIRING AND BEAKER TO BE 75' NOTE: CIRCUITS SHOWN N PANELS ARE FOR LOAD CALCULATIONS ONLY.- CONTRACTOR SHALL PREPARE AN ACCURATE AND COMPLETE DIRECTORY OF ALL PANELS A /C - 2.0 T 1/4 A /C -1 =3.0 T 1/2 AC OR HEATING LOAD CALCULATION A/C FAN (HP) F.M.AMPS KW KW ®65% AMPS 2.90 5 3.25 4.90 8 5.20 13.5 1 1.0 21.7 18.0 C.U.AMPS LGST A /C -HT WATTS Nal EI EER\A\iEZ PE, P,E # 21218 16.4 3948.0 26.6 6379.2 10327.2 ELECTRICAL ENGINEERS 4345 S.W, 7Rnd AVENUE ( #D) Miami, Florida 33155 Office: (305) 669 -9575 Fax: (305) 669 -9574 Z 0 w 0 0 —J LL C) J 0 m O () J 0 z 0 00 CO Ln J J NOT VAUD UNLESS IMPRINTED WITH AN EMBOSSED SEAL AT: 320 N.E. 100th STREET, DATE 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET PII 111'41 11 OF 2 II II IO SHEETS EXIST 0.H, / EL SERV / CU -1 EXIST EL METER & 200A DISC SW / IN NEMA 3R / TERMINATE 6" ABOVE GRADE (/1 7 10X6 CD 100 CFM EXIST. GARAGE REFRIGERANT PIPES INSIDE 6" PVC SLEEVE UNDER SLAB 1 1/2" PVC SCHDL 40 A/C DRAIN EXIST 200 PNL EXIST. LAUNDRY (14.0 SF) X6 CD 0 CFM (9.0 SF) EXIST. KITCHEN (9.8 SF) 1 "U.C. 12X6 6X6 CD 50 CFM .212X6 (25.6 SF) EXIST. DINING ROOM (VAULTED CLG) 6X6 10X6 SAR 150 CFM L _ 1 "U.C. I I I I I I I I tf 12" 0.H. CLOS. '- TRAP - — — 4X8 12X6 SAR 200 CFM (9.8 SF) 8X6 EXIST. LIVING ROOM (VAULTED CLG) 8X6 12X6 SAR 175 CFM 14X8 12X8 CHASE FOR A/C DUCT EXIST. FAMILY ROOM (VAULTED CLG) SCALE: 1 /4"= 1' - 0" EXIST. DEN NC FLOOR PLAN 12X6 SAR 2(00 CFM (22 SF GLASS -18 SF SOLID) (22 SF GLASS -18 SF SOLID) NEW OPEN TERRACE 8X6 CONC WALK PORCH (20 SF) 12X6 SAR 175 CFM 8X6 L_ (9.0 SF) 1 "U,C. SOLID W /GASK 08" A UC 8X8 It UC 8 A/C H.U. -2 12X8 16X6 CD 250 CFM 8X6 --< 6X6 CD 50 CFM WALK -IN -CLOS. L J 4" X8 12X6 CD 175 CFM 12X8 18X12 RAG 250 CFM 6 E PIPES INSIDE PVC SLEEVE UNDER SLAB "P" TRAP 18X12 RAG 250 CFM 22X24 7 ( ACCESS I TO ATT CLOSET rrcs (18.4 SF) 6X6 CD 50 CFM EXIST. BEDROOM -1 12X6 CD 175 CFM EXIST. MASTER BEDROOM 6" EXIST. BEDROOM -2 (12.8 SF) EXIST. CLOS. EXIST. BATHROOM -1 18X8 DUCTED RETURN 1 1/2" PVC SCHDL 40 A/C DRAIN 10X6 CD 100 CFM MASTER BATHROOM CLOSET - f9 (1) A/C C.U. -2 TERMINATE 6" ABOVE GRADE u E RILE E, FER\,A\.J7 PIE ELECTRICAL ENGINEERS 4345 Si, W 7Rnd AVENUE ( #D) Miami, Florida 33155 office: (305) 669 -9575 P,E# 21218 Fax: (305) 669 -9574 11 REVISIONS: BY CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE. SHALL ANY DISCREPANCY S FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT/ ENGINEER BEFORE PROCEEDING WITH THE WORK CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property, they are not b be used on other work and are to be returned upon demand at the completion of work, If this drawing or any part thereof Is used in any manner without the consent of the Architect, the user thereof becomes Indebted of the Architect for full com miss;on • N 4 w • o -4 L O E U 44 E.4 CI) ~ O x a U U -t4 0 0 U J w (/) O� O CD CID O O Ln J W z o o 0 o z N < Z J o Q h_ SPLIT SYSTEM SC -EDULE FAN COL NEW \ IW ITEM AHU -1 AHU -2 C.F.M. 1200 800 BTUH TOTAL 34200 23200 BTUH SENSIBLE 24700 16000 ENTERING DEGREES F.W.B. 67 67 ENTERING DEGREES F.D.B. 80 80 ELECTRICAL DATA VOLTS 230 230 PHASES 1 1 HEATING KW 8 5 WIRE AMPS /FUSES 38/50 25/40 REF. UNIT (OR APPVD. EQUAL) MANUF. RHEEM RHEEM MODEL RCGA36A2A RCGA24A2A REMARKS LIO SUCT COND 3/8" 7/8" 2" 3/8" 5/8" 2" CONDE \S \G UNIT NEW NEW ITEM CU -1 CU -2 BTUH 34200 23200 TEMP ENTERING CONDENSER 95 95 ELECTRICAL DATA VOLTS 230 230 PHASES 1 1 WIRE AMPS 25 15 FUSES 40 25 REF. UNIT (OR APPVD. EQUAL) MANUF. RHEEM RHEEM MODEL RALB036JAZ RALB024JAZ REMARKS SEER 1 1 .0 1 1 .0 HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR FIRE DAMPER(S) _ SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF /FLOOR CEILING ASSEMBLY CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT STE SHALL ANY DSCREPANCY IS FOUND, SHALL STOP THE 'WORK AND NOTIFY THE ARCHITECT/ ENGINEER BEFORE PROCEEDING WITH THE WORK, CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION FIRE STOPPING V/ SMOKE CONTROL i.Lo H . U Q+ V REVISIONS: BY CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT STE SHALL ANY DSCREPANCY IS FOUND, SHALL STOP THE 'WORK AND NOTIFY THE ARCHITECT/ ENGINEER BEFORE PROCEEDING WITH THE WORK, CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copes thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion of work. '.f this drawing or any port thereof :s used Ir any manner without the consent of the Arch'tect, the user thereof becomes Indebted of the Arch.tect for full commission ,s/ ..., „, , O i.Lo H . U Q+ DATE 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET OF 2 SHEETS ALE DRAWING. - )IMENS. GOVERN ,LE DIMENSIONS. L DIMENSIONS E.- .25 =1') 6" CONC. SLAB • 0 EXPANSION SHIELD EXPANSION S NO SCALE D 5/8" THREADED STEEL ROD !0 CT ae 4 a < 5/8" THREADED STEEL ROD IELD DETA ac L A \GPR D =TA SEE EXPANSION SHIELD DETA L CONCRETE INSERT IN SLA 3/8" THREADED RO ADJUSTMENT AND LOCKING NUTS ADJUSTABLE SWIVEL LOOP HANGER SWIVEL LOOP HANGER DETAIL NO SCALE 22 Ga. 2"X1 1/2" HANGERS 48" 0/C MAX. L 6" CONC. SLAB SEE DETAIL 4" MAXIMUM SCHDL 4 BLACK STEEL PIPING FIN. CEILING STUDS PARTITION 1 1 /4" PVC DRAIN W/ P. TRAP FILTER e T. S. NON SKID NEOPRENE ACOUSTICAL ISOLATOR PAD CONDENSING UNIT A/ C C 1_40 S INS TALL,ATIQ INT 1/4" GALV. BOLT W/ NUT & WASHER 2 "X2 "X1 /8" GALV. STEEL ANGLE W/ 3/8" MECH. EXPANSION BOLT TO CONC. SLAB (TYP. OF FOUR) CONCRETE BASE W /6X6 -1 0/10 WWF NOTE: SEAL ENTRANCE OF REFRIGERANT LINES INTO PVC PIPE WITH IMPERMEABLE, RESILENT MATERIAL NOTE: UNDERGROUND LINES SHALL BE ENCASED IN SCHDL 40 PVC PIPE SLEEVE WITH 507 FREE AREA c . . 1`/IO LJN'I'IINTG- INT. '1'. S. �G SUPPLY DUCT _I0. & SUCT, LINES FIN. FLOOR STEEL SUPPORTS SUCTION LINE W/ 1/2 ARMAFLEX INSULATION & VAPOR BARRIER 1 ) 1E POWER & CONTROL CONNECTION LOCATION LIQUID LINE W/0 INSULATION HEATING, VENTILATING & AIR CONDITIONING NOTES 1. The contractor shall furnish all labor, material and equipment for a complete H.V.A.C. system in accordance with these drawings, the South Florida Building Code and the latest edition of the following publications: (a)ANS B9.1 Mechanical Refrigeration (b)NFPA Pamphlets 90A & 91 (c) SMACNA (d)ASHRAE. 2. All air conditioning ductwork shall be 1 1 /2 inch standard duty foil reinforced fiberglass with manufactured logo printed on the vapor barrier. 3. All exhaust ductwork shall be code gage galvanized sheet metal. 4. Duct size shown are net free area. 5. All air devices (diffusers, registers and grilles) shall be all aluminum construction, with exposed surface chemically treated to receive paint to match color or background surface. All air devices shall be TITUS, AIRGUIDE or approved equal. 6. Thermostats shall be combination cooling /heating with system Cool /Auto /Heat ?Off and Fan On /Auto selector switches. 8. Refrigerant piping shall be copper type "L ". 3/4" armaflex insulation shall be provided for suction lines. Fan coil shall be mounted on a structural steel base with continuous strip of isomode around its perimeter. Condensing unit shall be anchored to its base per manufacturer's specifications. Provide new filters for fan coil before starting. These filters must also be replaced prior to final acceptance by owner. s) / :J - -C -e) JJ 1 ENR P.E.# 21218 (LE E. EER\ANDEZ PE ELECTRICAL ENGINEERS 4345 S.W. 7Rnd AVENUE (#D) Miami, Florida 33155 Office: (305) 669 -9575 Fax: (305) 669 -9574 UV3 I \ 7 ] F- I OORH O \ \f--- OT I \ O I- D,LF 1 ). DESCRIPTION DRAIN WATER SL_]PE REMARKS FU COLD HIT 1 WATER CLOSET 4" 1/2" N/A 3"&4"©1/8"/FT. These drawings and copies thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any part thereof Is used in ony manner without the consent of the Architect, the user thereof becomes indebted of the Architect for full commission 4 P -2 LAVATORY 1-1/2" 1 /2" 1/2" 1-1/2"©1/4"/FT. 2 P -3 SHOWER 2" 1/2" 1/2" 2 "@ 1 /4 " /FT. VALVES TO BE ANTI -SCALD TYPE 2 P -4 BIDET 2" 1/2" 1/2" 4' 2"@ 1/4"/FT. / FT. PROVIDE VACUUM BREAKER 2 REVISIONS: BY 1 J I i EX . BATHRM 0 BE REMO 'D.— x , P ALL PIP ∎∎G AS REOU'ED - -: I CONN T NEW 3/ CW & H 'IDES TO ' XIST 3/4" ' & HW P ES IN ( S I 'IST BATHR TO BE RE VED I - I 3/4 / CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE. SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SU3TERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any part thereof Is used in ony manner without the consent of the Architect, the user thereof becomes indebted of the Architect for full commission )S R. DOMINGUEZ, R.A. I T E C T State of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 E —MAIL: CARDOM NW, —. ‘..—.., NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL /7- 1 3-G3‘' 1TE N IT_ 11_ P L ,II CLOSET AT: 320 N.E. 100th STREET, MIAMI SHORES, FLORIDA 33138 FOR: ANDRES OBRADOR TEL No. 305 586 8749 BATHROOM 3/4" DATE 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET OF l 1 SHEETS / 1 J I i EX . BATHRM 0 BE REMO 'D.— x , P ALL PIP ∎∎G AS REOU'ED - -: I CONN T NEW 3/ CW & H 'IDES TO ' XIST 3/4" ' & HW P ES IN ( S I 'IST BATHR TO BE RE VED I - I 3/4 / — 22X24 7 ACCESS TO ATTIC' CLOSET (MASTER CLOSET BATHROOM 3/4" P -2 1/2" - _ k P -3 SHOWER 1 /2" WALK —IN —CLOS. 11/2 L 3/4" 3 4" 111:11° P -4 P 1 L J D O S TE Before digging, contractor sna perform a thorough investigation of actua conditions at the job site and Inc ude a worK required to introduce system components into existing structures, and to connect or modify existing systems as indicated on drawings or necessitated by the insta ation. Perform a sucn wor< witnout additions to the contract cost. Where indicated on drawings remove or relocate existing system components and properly patch and finisn resu ting openings in the building structure with the some materia as tnose adjacents to the opening. 2007P1 r TERMINATE 6" ABOVE GRADE EXIST EL METER & 200A DISC W / IN NEMA 3R / NVEST u -1 E ATION: EXIST KIT EXI DIM (v ROOM LTED CLG CLOS. XIST. 1NG ROO (VAULTED "P" TRAP AHU 1 OS. PVC SCHD 40 A/C D EXI OA PNL EXIST. GARAGE 11.17 ►.GVD CH E FOR A/ DUCT ST. FAMILY 'OOM (VAULTED CLG) IST. DEN EN TERRA PORCH WALK -1 2 "V W 0 1 —CLOS. _J 3" © 1/ (9 FU) EXIST BAT CAP AL ONNECT N ' 3" SANIT. 'IPE TO EXIST. " SANIT. P E EXIST. BEDRO E T. B BROOM - 2 VC SCHDL '0 A/C DR M TO BE (PING AS IST. ER BEDRO MASTER r1 BATHROOM 2 ( 3" @ 1/8 ' FT (3 FU) 3" ©1/: FT (5 FU) MOVED.— QUIRE SHOWER CLOSET PLU "' ING PLAN SCALE: 1/4' = 1' — O" CONC WALK 3" ( wco 3" © 1 /8 " /FT (4 FU) I IT. I A/C C.U. -2 TERMINATE 6" ABOVE GRADE DO ESTIc iJ I•I �L \I-RAL \ 1. THE CONTRACTOR SHALL FURN SH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE PLUMBING SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE EDITION OF THE SOUTH FLORIDA BUILDING CODE, ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES AND ORDINANCES. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. UPON FINAL ACCEPTANCE, A CERTIFICATE FROM THE LOCAL INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER. 3 ALL MATERIALS AND EQUIPMENTS SHALL BE NEW, OF U.S. MANUFACTURER AND OF GOOD QUALITY OF RESPECTIVE KIND AND GRADE, AND MUST BE FURNISHED SO AS TO PREVENT ANY DEALAY IN THE PROGRESS OF THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A WORKMAN - L KE MANNER BY SUFFICIENT NUMBER OF S-CII -LED WORKMEN. 4. CONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL PERTINENT UTILITY DRAWINGS TO FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL EXISTING AND /OR PROPOSED UTILITY STUB OUTS, PIPING, EQUIPMENT, ETC., AND MAKE DUE ALLOWANCES FOR ANY CONDITION AFFECTING HIS WORK. 5 ALL UNDERGROUND SANITARY & STORM DRAINAGE PIPING AND FITTINGS SHALL BE PVC -DWV (ASTM D- 2662/D- 3034). 6. ALL ABOVE GROUND SANITARY & STORM DRAINAGE BRANCH & VENT PIPES AND FITTINGS SHALL BE PVC -DWV (ASTM D- 2662/D- 3034). 7. ALL UNDERGROUND WATER PIPING SHALL BE COPPER TYPE "K" (ASTM B -306). ALL ABOVE GROUND PIPING SHALL BE COPPER TYPE "L" (ASTM B -306). 8. ALL HOT WATER PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE COPPER TYPE "K" (ASTM B -306). 9 ALL AIR CONDITIONING CONDENSATE DRAINAGE PIPING SHALL BE SCH. 40 PVC (ASTM D- 2662), EXCEPT WHEN INSTALLED IN RETURN AIR PLENUM WHERE COPPER TYPE "DWV" OR EQUIVALENT MUST BE USED. 10. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP VALVES, "P" TRAPS, SUPPORTS, P & T VALVES, ETC., AS REQUIRED. ALL EXPOSED PIPING AT FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE. PROVIDE SHUT OFF VALVES AND UNIONS TO ALL FIXTURES, ETC., REQUIRING WATER SUPPLY. PROVIDE DIELECTRIC COUPLINGS AS REQUIRED. FOR ALL COPPER PIPING CONTRACTOR MUST USE 50/50 SOLDER. PROVIDE AIR CHAMBERS TO EACH FIXTURE AS REQUIRED. 1 1 , PROVIDE CLEANOUTS (WITH CHROME PLATED WALL OR FLOOR ACCESS FRAMES AND COVERS AS REQUIRED) AT THE BASE OF ALL WASTE AND /OR VENT STACKS. PROVIDE PITCH PANS & LEADS FLASHING FOR ALL SANITARY SYSTEM VENTS. 12. ALL HORIZONTAL WASTE PIPING SHALL BE SLOPPED AT 1/8 PER FOOT, UNLESS OTHERWISE NOTED. 5' CONC SWK ASPH ROAR PARKWAY T EXIST 4' HT CBS WAIL SPR & WELL / / 0 • N.E. 180 STREET ) v� X Ltd 5" SWR PIPE TO CITY SWR 0 9.9 EXIST ASPH DRIVEWAY H— c) >< w EXIST WD FRMG COVERED TERRACE TO BE DEMOLISHED (G RAVE L) 100. 10.15 PARKWAY 1 0 C.O. 3 SET BACK LINE (TYP) 100.00' 15' PAVED ALLEY DE 0 C,) 1 .17 VD WC0 7/ EXIST 4' HT 10.1 EXIST JOB VERIF CBS WALL \/ W.M. ❑ EXACT LOCAT EXIST 4' CBS WALL J PARKWAY LU ING SITE PL SCALE: 1 :20 ASPH DRIVEWAY s 'Tf pns ( .C IS k9t4i,'. ' „r asp d d ec ,5/.1 �✓ra .�U IsA bA A l2.i � .? si iI iC A fta q `a. Ya WO04 oar to } eur krOQ n� 5h�it $ -3 1 G D a:s fi � bat i t'� rgsra1 15 tt : 00 As S. 'Hlote 1 `,?.as e - , l E.•?.Ce ?t,`rn $hc:4 1Y SVhctg V/•3Ih SCdir 11,:. C� ►.t;,, �, /lif A b.io 5h -a.11 i5 ?(Isjer Cei(,rt, 4 of 1i t/ Shat{ b , �f�� s thp. - ;1J gr ()% " ttet'hf V nt fl},. Ills 5h t) r,vv(4)Cv 0u1; Fr % t zo., 4; G, l410o,iw . 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Met tl ?-.i,, c.7 ? 3i4E.er No. r. 9 ,Y .I „g BY A 1/9/2001 „0 - ,99 U - I re Amor...el.1 .101r CD A 2/19/2001 ONC WALK r i l � �� WF16 o I PORCH / r „t „ 16" Li � GARAGE �i.411 iii WAWA CONTRACTOR SHA VERIFY DIM AT SITE SHALL LL ANY DISCREPANCY ALL IS ENSIONS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION . s OS. 5 #5 BOTT V ►.L.4 0...1 _,U Uit4 �G— DINING ': OM EXIST. 11. NGVD BATHROo NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL 2 - -�( 'I I ti AT: 320 N.E. 100th STREET, MIAMI SHORES, FLORIDA 33138 FOR: ANDRES OBRADOR TEL No. 305 586 8749 DATE 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET HI ® it OF 2 SHEETS Pr • r y dd EXI , FAMI ROGM 0 / / E T. B 'rR00M -2 Ili ROOF B I i KIT 11 - REMOVE 'IST CBS •LL �//, PATC AND MATO I N I S H ' i i N � 4 0 0 _ _ _ _ _ _ _ _ _ _ _ _ XIST STEE BEAM ENC D IN WOO % TO REMAI 0 1ST. D pi EXIST N Al I — / — — — /II � , I A A III I - -- I el © NEW 3 . STL COL REAC ON =2709 :S & ii W CBS W• CON . FILL (SEE s TAIL) UP FT =1275 :S EW CBS •L L% f �� EXI . : A PNL 0 L / 0 �� SEE SHT _ EE CALCU 110 % (SEES S -2) _ -- - -d0 ®# III - - _ !•_•_s_tAtet•■• k - . • / ' r WF16 I 0; ROOF TRNG WF16 ' / / I N / F1 'NE CON i` TE FOOTO 3' -0" X -0" � C 2 THBCK WI 4#5 BOTT • • 1 EA. WAY 111 �� E -.T FRMG S "'JOT TO B DEMOLISHE► ,� � � XI LAUD IRY I 1 R OVE EXIST BS W •ATCH AND ATCH F All/ - - - d REINFO LEVEL � CELL - -- - - -- -1.- - __ � SIDE SEW OPEN •RACE SC RA ►• • • 11.17 NGVD I='ll ■ '. ,.►•! �•�• u 9 - ,L l : ! • 10 �� ;•;•; ;�;K; eh: : ;:; :;: � •• •• OA �; �; i i ii i : • .• EXISTING TERRACE FLOOR TO REMAIN IN SLAB —ON— GRADE, 6 1/2" BELOW F.F. OF EXISTING HOME J V V 4 CONC SLAB W/ F ULL 13b" 6X6 -10/10 WW'M ON ON 6MIL V.B. ON 5 -0°I '4 rif I •; WELL COMPACTED FILL (TIP) r I I •: . ° • „0l- M �-1 I I 1 .4 4` 1 1- ..: 1 # 5 CONT. l imn o co �1 i , ►;: I ii 1 . •' �•� SHOWER . ! ;: TC L ►;• _1 ►.•. - - - - --- ►. u , I ' p-•- •mowom •" i i -iv-ii i i'iii••i iii i — we :mg ivim i i i :i :i'i•*:iA P91 REVISIONS: BY A 1/9/2001 CD A 2/9/2001 CD A 2/19/2001 CD LENGTHWISE TRANSVERSE WF16 16" CONT. 16" 2 #5 BOTT 3 -1 MONOLITHIC CONTRACTOR SHA VERIFY DIM AT SITE SHALL LL ANY DISCREPANCY ALL IS ENSIONS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any port thereof Is used in any manner without the consent of the Architect, the user thereof becomes indebted of the Architect for full commission 30" )S R. DOMINGUEZ, R.A. : I T E C T State of Florida Lie. # AR6817- 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 Tf1TT_ /♦TlT /11fr_.____t �__ _i _�� __ _1 5 #5 BOTT V ►.L.4 0...1 _,U Uit4 NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL 2 - -�( D IF) Al o.. d AT: 320 N.E. 100th STREET, MIAMI SHORES, FLORIDA 33138 FOR: ANDRES OBRADOR TEL No. 305 586 8749 DATE 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET HI ® it OF 2 SHEETS FOOTING SCHEDULE MARKS • DIMENSION REBARS REMARKS WIDTH (in) LENGTH (in) DEPTH (in) LENGTHWISE TRANSVERSE WF16 16" CONT. 16" 2 #5 BOTT 3 -1 MONOLITHIC F -1 30" 30" 12" 5 #5 BOTT 5 #5 BOTT B -AV SC--- D,. L-- BEAM SIZE LONGITUDINAL REINFORCEMENT TIES (STIRRUPS) BOTT TOP MIDDLE TB 8 "x 12" MIN 2 #5 2 115 TC #3: 4 ©12" ea end, bal ©48" 3 -1 4 "x 12" NOM. EXISTING WOOD BEAM 3.5" STL COL CONCRETE FILL — COLUMN SCHEDULE MARK /TYPE DIMENSION REBARS TIES SC 8X8 2 #5 TD BLOCK CELL 1 #5 V FILL CELL W/ CONC. TC 8X12 5 #5 V # @ 8" C -1 3.5" STL COL CONCRETE FILL — 204951 CD (1:1) 9' -8" NOTE: DO NOT SCALE DRAWING. - WRITTEN DIMENS. GOVERN OVER SCALE DIMENSIONS. VERIFY ALL DIMENSIONS AT JOBSITE.- 22' -9" 31' -3" 59' -5" 59 -5" 21' -8" FOUNDATION PLAN SCALE: 1/4 "= 1' - 0" 17' -2" 18' -6" 15' -0" ; D -S ROOF (L.L.): ROOF (D.L.) TOTAL: \ UPLIFT —39.29 PSF UPLIFT AT EAVES —69.00 PSF (SEE CALCULATION SHEETS) SOIL STAT i1 NT SOIL AT SITE, BY VISUAL INSPECTION, APPEARS TO BE UNDISTURBED SAND AND ROCK. BASED ON THIS, FOUNDATIONS HAVE BEEN DESIGNED USING A PRESUMPTIVE SOIL CAPACITY OF 2500 PSF (SFBC 2403.2).— THIS ENGINEER HAS OBSERVED THE SITE AND STABLISHED THAT THE FOUNDATIONS FOR THE STRUCTURE WILL BE SUPPORTED ON UNDISTURBED SAND AND ROCK, INCLUDING AREAS WHERE REMOVAL OF EXISTING STRUCTURES IS REQUIRED. IN THOSE AREAS, REMOVAL OF STRUCTURES MUST INCLUDE THEIR FOUNDATIONS, AND THE SOIL LEFT UNDISTURBED TO THE ELEVATION OF THE BOTTOM OF THE NEW BUILDING FOUNDATIONS. A LETTER BY THE ENGINEER WILL BE SUBMITTED AFTER THE GROUND HAS BEEN BROKEN, ATTESTING THAT THE SITE HAS BEEN OBSERVED, AND THAT THE CONDITIONS FOUND ARE SIMILAR TO THOSE UPON WHICH THE DESIGN HAS BEEN BASED. SJP GE \ERAL: 30 PSF 25 PSF 25 PSF ST UCTU 1 °= L NOTES -RI V POS D LOADS STRUCTURAL DRAWINGS OR DETAILS SHOWN HEREIN SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE SAFETY AND ALL OTHER DRAWINGS, TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. TOP OF FOOTINGS ARE AT SAME ELEVATION AT THE JUNCTURE OF WALL FOOTINGS AND COLUMN FOOTINGS. AT CHANGES IN FOOTING ELEVATIONS, SLOPE BOTTOM OF FOOTING MAXIMUM 1 VERTICAL TO 2 HORIZONTAL. CONTRACTOR TO VERIFY ALL NEW OR EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS AT JOB SITE AS SOON AS PRACTICABLE. NOTIFY ARCHITECT /ENGINEER OF ANY DISCREPANCIES BEFORE EXECUTING THE WORK. DO NOT SCALE DRAWINGS. IN ALL CASES, INDICATED DIMENSIONS CONTROL. CO \CRETE: ALL POURED IN PLACE CONCRETE MIN. f'c =3,000 P.S.I. AT 28 DAYS UNLESS SPECIFICALLY INDICATED OTHERWISE IN PLANS OR SCHEDULES. MAXIMUM SLUMP PERMITTED 5 ".— NO ADMIXTURES PERMITTED WITHOUT APPROVAL OF ENGINEER /ARCHITECT. ALL POURED IN PLACE CONCRETE WORK TO BE PERFORMED IN ACCORDANCE WITH ACI STANDARD 318 -82, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. MASONRY: ALL CONCRETE BLOCK TO BE 8" X 8" X 1 6" WITH TWO CELLS, OR SIZES INDICATED IN THE DRAWINGS. BOND SHALL BE PROVIDED BY LAPPING ENDS IN SUCCESSIVE VERTICAL COURSES, HORIZONTAL JOINT REIFORCING SHALL BE PROVIDED AT EVERY SECOND COURSE (1 6" VERTICALLY). PROVIDE STANDARD No. 8 TRUSS TYPE REINFORCING; EXTEND REINFORCING 4" INTO TIE COLUMNS. TIE REINFORCEMENT TO STRUCTURAL COLUMNS WITH APPROVED METHODS. REI \FORCI \G STEEL: TO BE NEW BILLET CONFORMING TO LATEST ASTM A -615 SPECIFICATION, GRADE 60, FABRICATED IN ACCORDANCE WITH ACI STANDARD 318 -82 AND THE CRSI MANUAL. COLUMN DOWELS: SAME SIZE AND NUMBER AS VERTICAL ABOVE, UNLESS OTHERWISE INDICATED IN PLANS. LAP 36 BAR DIAMETERS, OR AS SPECIFIED ON PLANS; MINIMUM LAP TO BE 18 INCHES. MINIMUM COVER: FOOTINGS 3 "; BEAMS 1 1/2 "; INTERIOR SLABS 3/4 "; EXPOSED SLABS 1 1/2"; MEMBERS IN CONTACT WITH THE GROUND 3 ". EXIST. FOUNDAT. STHFL COLJV\ - (2) #5 BOT. 8" X 12" CONC TIE —BEAM TI EXIST 4X8 © 24" 0/0 WD JSTS EXIST ROOF DECK GALV. MTL. DRIP ON 1X2 P.T. Lt W O GRADE ELEV 4 EXIST 12" JOB VERIF F.F.EL. 11.17 NGVD 4 .a a . '4' a 30" X 30" X 12" CONC. FTG. W/(5)) #5 BOT. EA. WY (TYP) NO SCALE (4) #3 TIES @ 12" 0.C. AT CORNERS & AT EA. BEND AND @ 48" 0.C. ELSEWHERE 11— 0 -A EMBED f' MIN EXIST. (2) #5 TOP DRILL 5/8" X 6" HOLES TO RECEIVE #5 BARS.- FILL HOLES W/ "SIKADUR -31 HI -MOD GEL" EPDXY GROUT OR EQUAL.- FOLLOW MANUFACTURER INSTRUCTIONS V CON \ -X1O\ NO SCALE DRILL 3/4" X 6 -1/2" HOLES TO RECEIVE # BARS.- FILL HOLES W/ "SIKADUR -31 HI -MOD GEL" EPDXY GROUT OR EQUAL.- FOLLOW MANUFACTURER INSTRUCTIONS NEW HUGHES RT12112/T STRAP © JOIST NEW 8 "X12" CONC BEAM \ (SEE SHT S -2) 4 NEW TO EXISTING FOOTING CONNECTION DETAIL NO SCALE 8 "X10 "X1/4" STL. PL W /(1) #5 BENT DOWEL WELDED TO STL PL NEW 3.5" SQ. STL. COL. CONC. FILLED NEW 8 "X 8" X 1/2" BASE PL W /(4) #5 X 10" BENT RODS WELDED TO PL d EXISTING FLOOR SLAB a D ° d a CONC POUR UNDISTURBED SOIL 6" MIN EXIST. CONC. TIE —BEAM =TAIL— DI EXIST. CBS WALL NEW 16" X 16" MONOLTH. FOUNDAT. W/2 #5 CONT 22' -9" 21' -8" ® 15' -0" / Length (in.) Wire Diameter (in.) 6d 2 0.113 r — I I I I I I i l I i I I I I I I .131 10d 3 .148 12d J .148 16d I .162 20d lirlippr /pri i .192 30d 4 1/2 1 1 I I I I I I S 5 .225 CI\ 5 1/2 .244 �d (-- .263 0 I I I I I I I I I I I I I I I I i I tyrforrtry r ;KIST STEE BEAM ENC•'ED IN W00►. TO REMAI — 1 I I L— L I 1 1 1 NEW 3 " /2" STL L CO ' FILL (SEE gETAIL) IST. DEN REACTIO 2709 LBS UPLIFT 1275 LBS v. :FARING AMP �- - - - - - - - - ..trr�.Vr4!r. cf r�l' rrfser!l�swri'_ ' I I I I I I I I I I I I I ''LACE EXIS 4X12 WD W/ 8 "X1 CONC BE A , ROOF 4 n s ec r� •IL � THIS SHEE 2 R OVE EXIST •ATCH AND BS WALL TIE BEAM, ATCH FINI E T FRMG S UCT TO B DEMOLISHED. 0 H- NE OPEN TER'■CE ,� RI v v) J- >- m U O -.4- N w CD 0 0 PLYWOOD SHEATHING: 19/32 CDX EXTERIOR TYPE PLYWOOD, SECURED TO JOISTS WITH 8d NAILS, 6" OC W L (— ° � INTERIOR, 4" OC AT ALL EDGES. (TYPICAL) CROSS— BRACING (SEE SECTION) — - 2X4 PT NAILER 9' -8" L /8"" 31' -3" RAKED GABLE END CONC BM W/2 #5 T & B 0 © HOOPS @ 48" 0/0 (SEE SECTION) 17' -2" 18' -6 1 81 59' -5" COV1V101\ WIRE NAILS Pennyweight Length (in.) Wire Diameter (in.) 6d 2 0.113 8d 2 1/2 .131 10d 3 .148 12d 3 1/4 .148 16d 3 1/2 .162 20d 4 .192 30d 4 1/2 .207 40d 5 .225 50d 5 1/2 .244 60d 6 .263 COMPONENT COMP AREA (S.F.) ZONE VEL PRSS (PS S +GCp FROM FIGS, 3a, 3b -GCp FROM FIGS. 3o, 3b POS. PRSS. NEG. PRSS. DES. PRSS. W1 9.80 4 27.3 1.40 —2.00 38.25 40.98 —40.98 REACTIONS (SEE CALCS. SHEETS) BY LIVE (LBS) DEAD (LBS) NET UPLIFT (LESS) HORIZ. REACT. PAR. NORM. R1 555 500 738 216 361 III it lmnmmi mu. SHEETS DATE BY 12/13/2000 SCALE A 2/9/2001 AS SHOWN DRAWN CD CRD JOB 2049 SHEET OF 2 III it lmnmmi mu. SHEETS REVISIONS: BY /'\ 1/9/2001 CD A 2/9/2001 CD A 2/19/2001 CD ROOF FRAvIING v1EMBERS 0 PREFABRICATED WOOD TRUSSES © 24" 0.0. O 2X4 SUB — FASCIA 2049S2 (1:1) —5" 11 OOF FR MIND L •, N SCALE: 1/4 "= 1 — 0" R (o \ y� z 0 0 0 2X8 PT MAX. DEPTH AT CONC. GABLE IS 36" 2 #5 BOT © LINTEL 1- 64° SP lipeo H'f. 16X10 MONO FOUNDAT W/ 2 #5 BOT CONT USE HUGHES DTC TRUSS ANCHOR (DPC# 98- 0717.03) UPLIFT= 1365# PERP TO WALL= 1310# PARALL TO WALL= 785# FASTENERS: (4) 10d X 1 1/2" THRU SEAT PLATE (9) 10d X 1 1/2" THRU STRAP KEY PL DESIGN PRESSURE ON WINDOWS AND DOORS: (SEE ATTACHED CALCULATION SHEETS) ° • L E D J SCL 3/6 " =1' -0" 8 "X12" TYP. CONC. TIE —BM W /(4) #5 CONT PROVIDE #3 STIRRUPS ©12" 8 "X12" TYP. CONC. RAKE BEAM W /(4) #5 CONT. & (2) #5X60" BENT © CORNER(TYP) PROVIDE (4) #3 STIRRUPS ©12" AT CORNERS & © 48" 0.0. ELSEWHERE 1 #5 TD Sc FILL CELL W/ CONC 8X12 TYP TIE —COL W/4 #5 VERT & TIES © ` 8' 0/C (TYP) F. F. EL. GRADE 1111111111M IIIIIIIIuhIIIIII uIII N 2X4 BRIDGING 0 BOT OF TOP TRUSS CHORD AT RIDGE 2X4 BRIDGING ® TOP OF BOT TRUSS CHORD 0 CENTER OF TRUSS SECTIO T G WD TRUSSES 24" O.C. SCALE: 1/2" = 1 Leo II1 Bet WINDOW FRAME SCALE: 1" = 1' -0" WIND LOADS: EXIST CONC SLAB & 2X4 PT NAILER HUGHES RT12112/T STRAP © JOIST (643# UPLIFT) (DCPA 98- 0717.03) - =- •.� — =.._ I HUGHES RT12112/T STRAP (TYP OF 5) 8 "X12" TYP. CONC. TIE —BMA W /(4) #5 CONT PROVIDE #3 STIRRUPS ©12" 3.5" STL COL CONC FILLED (SEE DETAIL IN SHT 5 -1) c CAULKING 8X12 TYP TIE —COL W/4 #5 VERT Sc TIES © 8" 0/C p (i'f ?) — 2X8 PT NAILER fi • . TYP CALM MTL DRIP ON 1X2 PT NAILER (SEE TYP WALL SECTION) —1X FASCIA 2X4 PT INTERIOR DRYWALL FINISH 1X4 PT BUCK FRAME CORNER BEAD MEAN RECURRENCE INTERVAL: 50 YEARS IMPORTANCE FACTOR: 1 EXPOSURE CATEGORY BASIC WIND SPEED: C 110 MPH (SEE CALCS. SHEETS) 8X RAKED CONC GABLE END W/ 2 #5 TOP & BOTT. W/ #3 TIES 40 12" 0/C O CORNERS & 0 48" 0/C ELSEWHERE NEW TYP CBS WALL (SEE TYP WALL SECT) 1/ 4"x 2 3/4" METRO APPROVED TAPCON SCREWS AT EA. BUCK © 4" 0.0. FROM THE ENDS AND © 15" 0.0. MAX. ELSEWHERE EMBEDED 1 1/4" MIN. INTO CONC. (TYP. MIN. REQ'MENT) 2X4 PT SECURED TO MASONRY W/ 1/4 "X 2 3/4" TAPCONS EXTERIOR FINISH (STUCCO) MASONRY FILLED CELL (TIE DOWN) NOTE 1: ALL TAPCON SCREWS TO BE EMBEDED IN CAULKING NOTE 2: IMPACT RESISTANT GLAZING OR STORM SHUTTER W/ PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING BPERMIT IS REQUIRED TYPICAL WINDOW UCK DET IL MAIN BUILDING MEMBRES AND INDICATED COMPONENTS HAVE BEEN DESIGNED TO THE MINIMUM DESIGN WIND LOAD STANDARDS OF SECTION 6 OF STANDARD 7 -88 OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7 -88). FOR WIND LOAD DESIGN, THE FOLLOWING PARAMETERS HAVE BEEN USED: — REPLACE EXIST 4X12 WD BEAM W/ 8 "X12" CONC BEAM W/ 4 — #5 T & B AND STIRRUPS #3 © 8" 0/C (TYP) —EXIST ROOF DECK EXIST 4X8 © 24" WD JOISTS q da. WF16 CONT. FOUNDATS. (JOB VERIFY) 1 DRILL 3/4" X 6-1/2" HOLES TO RECEIVE #5 BARS.— FILL HOLES W/ "SIKADUR -31 HI —MOD GEL" EPDXY GROUT OR EQUAL.— FOLLOW MANUFACTURER INSTRUCTIONS (TYP) s W LL DET IL SCL 3/6 " =1' -0" CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE. SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any part thereof is used in any manner without the consent of the Architect, the user thereof becomes indebted of the Architect for full commission w 0 z N-1 0 g:4 O U 2 0 0 (/) Li 0 (i) 5 W J CC Q 00 O LD O CO 0 LL] . z o z N < Q O L() 0 hr) O z J LLJ IMP0w ANT NOTE: ALA T o DE '/ERIF1EP IN FIELD C BEFO FA 3r 1CATIUN READ (IONS SHOWN IN LAYOUT ARE GRAVITY LOAD ONLY. FOR UPL1F ( SEE INDIVIDUAL ENGINEERING SHEETS OR ARCH ; S (RUC rURAL DRAWINGS. FIELD DRAGlNG iti rvt t'ro ra:pG.+sob ?itty of ti!ateoss f.rftatur. to.its de•A3ner, or plate rr,inufact./dr Persons e.ret:naj th.ssas ✓a ■aVJttcr.4d to seek prolassisn:al oSrsGd reveutiesj tCrivGrofy aeJ artotion 9racir,3 vlRG#1 is od*ayh rda +t rdd to yrdvdnt t :40,!,4 .414 }:ern tJ citAr;n ssac.Von. ,r!+1 17r rtr>eent brduk Ai,,tch .ray ba :n spiciffr clpifootfvns Tr +,ts's ?• '' 1 Ge eratted ..t1J f,a n a stral: 1t ar+d 9!'ktt! 9o'!ltton Si seis d0 1+r,Gt top Chord "ttoatk >ind t4 S' f 'jSt b0 tira.QJ at 2 .fi GSAttr 014xt,s•;i$ Owl r+4 ¢'1446 D.)tt4M r,}}f shdOtA d Is trLSse9 rti st be tfoCosi at NO' -o' &n 6lnter o1JCuYyxti. tr+oh'!9'., most 3a ?orsGrdd with sitrdiria Gears :.ur :n,4 dreoflon d4 #, d ut!o4e or rees,;eal Injury. gofer to tneva to depedrinl far Co rY.CGtlisn ae- J 'reo%14 , 4 t'igt ttirdnith. that's tar•.J otitis „fre s',ypf!e� :n order f1r tPis 1 .11`t"M ')F REGGifD to sajesvotofy pr,rtd4 for tileiedlotiOtt .»j , nteqotfors of O. r;oi ,y9soirbfy to this stippGrtlej stroGtA.Io. Qas!,jr1G 01 s^ippOetsrd G4iindOtiC+1 y ores 50 rosp,ot bia t' r tha 41teitity of the3;r ,iroduo% trLS94h roar• in of" fI41V'ty 'an if fad, or 44. 1ry9h fayv,,th ex!,fN.dri+g M. y nflt yo rejero ilc.gd hs port of :n fuli tedet any G +attstarlGd.h. • ROO 1 TRUSS L A YOUrI' SCALE 5116"1-f): Vl ROOF [RIJSSES rop CSI €I) LI(JE: 300 1W CHORD DEAD _ 15 0 f30 F1 `i CiHORD 13 Di 10 0 11O1 [Glib IPSI= } _ 55.0 STRESS INCREASE: 133 APPROV1;O' TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG 11EE1, 11E11111T: 2x4 SID TOP : 2x 1 MIN BO : 2x 1 MIN. Hy CiftJ .D LIVE: TOP CfiOR DEf16. Writ L Utlt (PSFI STRESS INCREASE: TRUSS LOADING COQ EJI r ioNis FLOOR TRUSSES D4IS fg$SS SYS rtS KEN CCS1€ D WITH L C DS GENUINE) BY 110 iii WINDS USING 5 D PSF T I P C100 O E M LC10 IWO 5 0 PSF Donut 1 40RD OEM LOEO 5 MILES FRfil 1iJ 1 fiN1: OCEfi'JLINE. Olt I. EXP. C tfSCE ?-931 2OT LAPEL i 2\G 'TRUSSES 13 .A : ERZV 1 C1; NOT A ItEri1J 1 i41. :,Yr TliElt>IYORE , 1't 1S 'tHls RESPON31131L11'? OF '111E UUII,DER TO USE •111E EN6INEE1tING DR Wt`XS tiHiEN I'itxriNAG TRUSSES IN CASE OF 1)tSCREP.1NC1ES 13E111EEN TRUSS MARK I NGS ANNU ENG . DRAW! NGS flit: 1.4tic CRAW 1NGS PiiEVAI LS S ECTION"A"- f/2a:l..O. ALL TRUSS SPACING 1D 24" 0 C UNLESS O 1 11+:R\YJsE SPECIFIED S1 �Os� ORFV4tNG flPPROL.' (fS lttrt111t [S IIIE SIJIE � StxN'CE F F(;fi1U1 +)f tgbsSEs (N U)JOS felt woUS IC041E0101 fR ono IRiSS LhYUJTS. R£U;E`.J 110 f 1'Riii Iio t yf�jf rust R'EtEMO rta !RASES a tt 1 S f . IiilI ?. [ 0 BE WM VERIFY All ECWItY:tes TO ViStft `C Ihs1 U �t...ES n- t �ftlt W ,! EIWi owls 10 IOU rain Val. L ,i s: it +i ft R ' LWI 1A1 S `a '9 E ?V1 ft 3318.I1 J ALL TRIM SPACING 4 21" 0. C UNLESS OTHERWISE SO IVIED. DO NOT CUT OR ALM/ TRU ! kAAlRT1N1'2 TRIG CO}IPA.MY 1I1L NOT UO R MAIMS OR RACK C1LIRGF Grl,>; AtailORri D BY CUR CYYKV 1311R1tIL G! ATTENTION BUILDERS ALL DI EN IONS', OVERHANGS, PITM, ETC TO BE CHECKED BEFORE ORDERING TRUS IT IS YOUR ROON.1BILTIV TO UIECX OUR TRU• PLAT S.Vht<i?rll 1•F 09 5204k, HAM ER .SCHEDULE r art ort -09-01 'tiff _. 141l OBRA1)OR ICES : :j O ►t.1;. ton TIT ST EET VJutt1st1tjtt tw1 ss iD ttrx. I) VftL illiffiNg TANS C4, INC. ph. 305 883 6261 9211 M 1 ent It tk 1l. fC19S1 Hunan /AI (01111S -82s REVISIONS: I SITE & FLOOR PLANS II A 1/9/2001 AT: 320 N.E. 100th STREET, MIAMI SHORES, FLORIDA 33138 FOR: ANDRES OBRADOR TEL No. 305 586 8749 2/9/2001 DATE 12/13/2000 SCALE AS SHOWN DRAWN CRD JOB 2049 SHEET A -3 OF 5 SHEETS REVISIONS: BY A 1/9/2001 CD 2/9/2001 CD (STAGGERED) CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE. SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAO EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing ar any part thereof is used in any manner without the consent of the Architect, the user thereof becomes indebted of the Architect for full commission )S R. DOMINGUEZ, R.A. I T E C T State of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 T •l • TT _ /1£ TlT\A1fll______ 1 1_ _1 _LL - _L %of 44 G4 U le f:4 0 41 1 NOT VAUD UNLESS IMPRINTED WITH AN EMBOSSED SEAL Z- - 1--oi / • ` �c 2/3 OF (H) 1/3 OF (H) 2 X 4 FIRESTOP (STAGGERED) 2049A3 EXIST 33 AW TO REMAIN (14.0 SF) (9.8 SF) EXIST 23 AW TO REMAIN DESIGN PRESSURE FOR FRENCH DOORS ARE ATTACHED IN FRONT OF DRAWINGS WITH ALL CALCS. (18.4 SF) EXIST 34 AW TO REMAIN EXIST. GARAGE PVC SCH RE EXI OA PNL VE PARTITI SHOWN, P AND MATC S CH FINISH R EXIST KIT EXIS DININ (V ROOM TED CLG) LACE CAB: LUMB FIXT APPLIANC ' EXIST 23 TO REM IST (9.8 1/2 34 AW TO R 4X80 14 BI - FOLD FULL GE OF 0.H CLOS. "P" TRAP EMOVE E PROVIDE OPEN: MA XIST STEE CBS W (SEE H T ' rY /�Ii 1 II T FRMG IST. ING ROOM (VAULTED IST 36X T WDW ASS -THRU , PATCH FINISH BEAM ENC FOR A/C IST. ILY ROOM VAULTED CONC WALK PORCH C DR (20 S NEW 3 CON W 72X80 GLAS TO REMAI TAIL) ENCH DR 18 SF SO IST. DEN UCT TO B DEMOLISH EN TERRA NEW 72X (22 SF 24X80 FRENCH LASS -18 DR GASKET EW CBS W (SEE SHT OLIO) W 34 TO REM (9.0 32x80 6' -0" 32x80 HC '•-• WALK -IN- :LOS. EXIST. BEDR REMOVE PATC ROOF B ROOM -2 IST CBS D MATC XT. PIPES PARTITION OWN, PAT D MATCH F EMOVE E BATH RM CAP ISH EXIST. MASTER OVE EXIST ATCH AND L EXIST. BATH R PROV. R BI -FOLD LOUVER INISH CLO & SHELF X80 BI -F FULL LOU PVC SCH RAP 10' COORD. W OWNER) EARING BS WALL ATCH FIN L TIE BEAM, MICA & MI '2004 ACCESS 1 TO ATTLV 30X80 BI -FOLD CLOSET FULL LOUVER C •••• OSET ••� 48X80 BI -FOLD ..e_ e-e_e.e-e-e-e e-e-e : . MASTER BATHROOM VANITY ROR TOILET 32x80 6' -0" •' 5' -4" 5' -0" REINFORCED CELL EA. SIDE TERMINATE 6" ABOVE GRADE (1:1) CU -1 TERMINATE 6" ABOVE GRADE / / / / 5 N Q EXIST EL METER & 200a DISS SW NE4 3R / EXIST 0.H. / EL SERV / SCALE: 1/4 "= 1' -0' 59' -5" FLOOR PLAN CLG 1 X 4 P.T. FIRESTOP FLOC) 8' -0" 1X4 P.T. FIRESTOP 0 if 0 N 1 X 4 P.T. (BOT.) \ EXTERIOR CBS WALLS TYP 4" Sc 6" PARTITIONS: 2X4/2X6 WD STUDS © 16" 0.0. W/ 1/2" GYPSUM LATH EA. SIDE. - NAIL TO STUD NOT MORE THAN 5" APART WITH 13 -GAGE GALV. OR BLUE NAILS 1 -1/4" LONG HAVING 19/64" DIAM. FLAT HEADS. SECURE EACH 16 WIDTH OF LATH TO EA. SUPPORT W /NOT LESS THAN 4 NAILS PROV. 2X4/2X6 TOP PLATE (DOUBLE PLATE IF STUD BEARING WALL & LAP © EA. INTERSECTION OF WALLS AND PARTITIONS) AND 2X4/2X6 P.T. BASE PLATE (ATTACH TO FLOOR SLAB W/ 1/2" A.B. ® 4' -0" 0/0 EMBEDDED MIN. 7" IN SLAB IF BEARING PART.) eeeeeee, CONCRETE TIE - COLUMN STEEL COLUMN EXISTING CBS WALL NEW CBS WALL CBS WALL TO BE REMOVED II z 0 0_ 0 1- 0 W L E G E N D \ 4 "/6" PARTITIO \S E I L_ 2 X 4 TOP PLATE 2 X 4 P.T. BOT. PLATE co EXISTING PLUMBING FIXTURE 0 2X6 RE \F @ K TCHE\ & BAT RV Z2ZZZZZZZ EXISTING 4 "/6" PARTITION NEW 4 "/6" PARTITION EXIST. PARTITION TO BE REMOVED I PLUMBING FIXT. TO BE REMOVED LL = J DATE BY /A z//// SCALE 12 AS SHOWN DRAWN ® CONC WALK A ® I 1l 1 A .44, BEDRO 1 _ A 2 P ORCH / //////////// ///////////G O /i A These drawings and copies thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any part thereof is used in any manner without the consent of the Architect, the user thereof becomes indebted of the Architect for full commission / )S R. DOMINGUEZ, R.A. I T E C T State of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 E —MAIL: CARDOM6worldnet.att.net I! i . A AIM 4105■11111( Am J 7 /A X d ■ / fr./A=1W AMIE/ ..4........- A Ai I , or MrAllffl or 0 1%L e GARAGE LI G- DINING 'QOM ... .41/ iePe /7., / Ai �.�� , / J IIIVA 0 . ,, I 1, ..4.. A EDROOM- r r 0 FAMI ROOM \ ,--, ca C; D C '.__.__.__.__.._....__ ,,,.,. t 94/ / 4 W Are: ..� // ill L ► riiiiiiii _, pi- / I ASTER BE 1'OOM ❑ _ :!i!i�!:2i • x!i� !i2i• / / : / / / / •s��i 1 II, „ ` � / LAU RY 11 0 / o NEW E T FRMG o S UCT TO B DEMOLISHEI OP TERRACE ®1 II ,° / livrAir . _ __ '.'. 3'- 4' -0” 3' -0" • 0.00 NGVD ► . .. ►.• r i • . • ►:• ■ t :� ► 0•. :Ni :ti 1 ►p. v . ■ •y ►. ■ ►•. ,.• :;• ►: �A:�:XR;Seittlistatc�3:" I I I WALK -IN- 1 • CLOSET ∎ ► ... •• x k• • ® .� ; }— CLOCK, �• % ,: b LOS. F3 1 0 MASTE - BATHROOM SHOWER NU/ DOUBLE SHWR HEAD ►p i • 0 •• ►•: k • ►:• ; :. 4. • • ►•• ►;• , • _- .• ,• 1 :•::•3:• ��k — J , 14" BENCH •;•;:;•; ?.sv:;.ss'. %'& I .. .. DATE BY 10/24/2000 SCALE 12 AS SHOWN DRAWN 13 CRD JOB 16 17 2049 SHEET OF 2 l'll SHEETS REVISIONS: BY r 12 11 8 13 14 15 16 17 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE. SHALL ANY DISCREPANCY IS FOUND, SHALL STOP THE 'WORK AND NOTIFY THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL DETERMINE LOCATION OF ANY AND ALL EXISTING SUBTERRANEAN UTILITIES OR CONSTRUCTION IN AREA OF PROPOSED NEW WORK PRIOR TO COMMEN— CEMENT OF NEW WORK IN ORDER TO AVOID DAMAGE TO SAID EXISTING UTILITIES OR CONSTRUCTION These drawings and copies thereof furnished by the Architect are his property, they are not to be used on other work and are to be returned upon demand at the completion of work. If this drawing or any part thereof is used in any manner without the consent of the Architect, the user thereof becomes indebted of the Architect for full commission )S R. DOMINGUEZ, R.A. I T E C T State of Florida Lic. # AR6817 300 Sevilla Ave., Suite 207 Coral Gables, FL 33134 Phone: (305) 4429631 E —MAIL: CARDOM6worldnet.att.net \ C) Q - , C NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL 2007A1 (1:1) 22' -9" 59' -5" 9' -8" 31' -3" 59' -5" FLOOR PLAN SCALE: 1/4 "= 1' -0" 21' -8" 6' -0" 5' -4 18' -6" ZC \I \G: R -18.5 OWNER: ANDRES OBRADOR TEL: 305 586 8749 LOT SIZE: 100' X 115.' LOT AREA: 11500 SF EXIST. CONSTRUCTION: EXIST. HOUSE: 2592 SF LESS: DEMOLITION AREA: 316 SF SUB - TOTAL: 2276 SF PROPOSED ADDITION: 326 SF TOTAL: 2602 SF APPIEMD ENG. EMILIO HERO KAMM 9530 SW 29 8T.1lALl FL (3O5 699 C643 ASPH ROAD PARKWAY 5' CONC SWK 20.0' /2 EXIST 4 HT CBS WPILL ! t I II SPRKLI2 PUMP I & WELL u / / l / / 20.0' / , 9 \.W. 100th STRE LOCATION SKETCH SCALE 1:100 ( S.W. 180 STREET 1 X W SCALE 1:20 5" SWR PIPE TO CITY SWR I / EXIST WD FRMG COVERED TERRACE I / TO BE DEMOLISHED / I / I / L / / P 'c / EXIST 4' HT i CBS WALL 100.00' (GRAVEL) PARKWAY -T Q EXIST ASPH DRIVEWAY > � m2 t x SET BACK LINE LTYP) 100.00' 15' PAVED ALLEY SITE PL N 1 -STY CBS RESIDENCE # 320 F.F.EL. 00.00 NGVD /940//c/ 4 / r9 JOB VERIF ` W.M. ❑ EXACT LOCAT J LIST OF DRAWINGS EXIST 4' :- CBS WALL 19 PARKWAY T 0 A -1 FLOOR PLAN, AREA COMPUT. & LOCAT. SKETCH A -2 ELEVATIONS PROPOSED ADDITION LEGAL: LOTS 9 & 10 BLOCK 40 AMMENDED PLAT OF MIAMI SHORES SECTION 1 PLAT BOOK: 10 PAGE: 70 PUBLIC RECORDS OF MIAMI -DADE COUNTY FLORIDA (n Z 0 0 r—� co W 0 (n O,t 0 Q 1 0❑ o � cn , w c 0 z . < 0 � J 0 w FLORIDA 33138 ASPH DRIVEWAY r 12 11 8 13 14 15 16 17 2007A1 (1:1) 22' -9" 59' -5" 9' -8" 31' -3" 59' -5" FLOOR PLAN SCALE: 1/4 "= 1' -0" 21' -8" 6' -0" 5' -4 18' -6" ZC \I \G: R -18.5 OWNER: ANDRES OBRADOR TEL: 305 586 8749 LOT SIZE: 100' X 115.' LOT AREA: 11500 SF EXIST. CONSTRUCTION: EXIST. HOUSE: 2592 SF LESS: DEMOLITION AREA: 316 SF SUB - TOTAL: 2276 SF PROPOSED ADDITION: 326 SF TOTAL: 2602 SF APPIEMD ENG. EMILIO HERO KAMM 9530 SW 29 8T.1lALl FL (3O5 699 C643 ASPH ROAD PARKWAY 5' CONC SWK 20.0' /2 EXIST 4 HT CBS WPILL ! t I II SPRKLI2 PUMP I & WELL u / / l / / 20.0' / , 9 \.W. 100th STRE LOCATION SKETCH SCALE 1:100 ( S.W. 180 STREET 1 X W SCALE 1:20 5" SWR PIPE TO CITY SWR I / EXIST WD FRMG COVERED TERRACE I / TO BE DEMOLISHED / I / I / L / / P 'c / EXIST 4' HT i CBS WALL 100.00' (GRAVEL) PARKWAY -T Q EXIST ASPH DRIVEWAY > � m2 t x SET BACK LINE LTYP) 100.00' 15' PAVED ALLEY SITE PL N 1 -STY CBS RESIDENCE # 320 F.F.EL. 00.00 NGVD /940//c/ 4 / r9 JOB VERIF ` W.M. ❑ EXACT LOCAT J LIST OF DRAWINGS EXIST 4' :- CBS WALL 19 PARKWAY T 0 A -1 FLOOR PLAN, AREA COMPUT. & LOCAT. SKETCH A -2 ELEVATIONS PROPOSED ADDITION LEGAL: LOTS 9 & 10 BLOCK 40 AMMENDED PLAT OF MIAMI SHORES SECTION 1 PLAT BOOK: 10 PAGE: 70 PUBLIC RECORDS OF MIAMI -DADE COUNTY FLORIDA (n Z 0 0 r—� co W 0 (n O,t 0 Q 1 0❑ o � cn , w c 0 z . < 0 � J 0 w FLORIDA 33138 ASPH DRIVEWAY CAUTION �A :CAt1�lON identfiessafe opefating �. practices or [nd dates unsafe conditions that could result in`persorial fijd y or damage to;strictures: H I B -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES © It is the responsibility of the installerfbuilder, building contractor, licensed contractor erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION Jhe ractor,l censed a , ,; Ems . contractor, ere contr ' ctororerectiona - etotl se �dd o obtain and re �d the t1 ebook(et<' and�Rec mmg gattons for Handling; Ins Bracing Metal P.liite C nec(ed Wood Tn s 91' froi thieTrussPlate li> stttute. 2:. GER�A DANGER destgnateslaonottio Cv ere ►! retofoilowins ructto , s n orheed' i rr �g'Ing t�t,,noskltkeiyf rec ln,serlo spetsori � i njurygrdeath or t o structures -TRUSS STORAGE F_ { �€ C �1IOTrus es sotJd r e Y P oad "d on rough terrain or un- # �v t'slr wt�tch.could cause e; 3 - - 's• ..." �`� °� .ter' x � �;a ,daiageto the truss °�' WAR�I�NG A WA RNIN G des cribes' a'conditio where facture to follow tnsfructtoris could result i severe Fe (Snail injury ortam to structures TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 truss industry, but must, due to the nature of responsibilities involved, presented as a guide for the use of a qualified building designer or installer. Tt the Truss Plate Institute, Inc. expressly disclaims any responsibility for damn arising from the use, application or reliance on the recommendations information contained herein by building designers, installers, and others. Copyr © by Truss Plate Institute, Inc. All rights reserved. This document or any thereof must not be reproduced in any form without written permission of publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no les than :2x4 grade marked lumber: All connection , hod be made with miniinum V6d, nails. A sses ass wiled 2 on cen tero(r(ess A 1 multi - p. truss un es should be connected togethe'n acco dance with design drawings prior 14tallation UAUO1 tTruses vert(callyy ould b4 raced io p toppttng or p lb Y- 5 . '.' i :'' - — ' SPAN . ,.,:, .:.: :, ' . :•::' - - MINIMUM PITCH . ' ' ":.: 'ii.. TOP CHORD . LATERAL BRACE SPACING(L8s) '.!lt,i . • . TOP C/10RD DIAGONAL BRACE SPACING (D8s) ( lir trusses) SP/DF SPF/F1F 12 lJp to 24' 3/12 8' 17 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8 108" 2" 9' L(in) 11200 L(ft) 200" 1" 16.7' . 250"k 1.114" 20.0' 300" 1-1/2" ;25.0' l(in) .-.' 00 Li2 -, L(ft): ...4 -I 50" 1,0" 4.2' 100" 1/2":;.:‘ - 8 3 15O" 3/4".. :12;5.1 .. . , ..... DF - Douglas Fir 11F - Hem-Fir MONO TRUSS Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together andcausecollaPse if there ieno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord .'hen, lins are attached to the toPside of the top chord. SP - Southern Pine SPF - Spruce-Pine-Fir PLUMB Truss Depth D(in) UG:iralityptOf011ow 6 se re perional M 0e Lesser of D/50 or 2" INSTALLATION TOLERANC : - 1 T ± 1 /3' 1 T ±1/4" endatlenss es,or: 12 3 or / -N greater • et• / Length L(in) •_ 4 „ oUr,-or,ppgicpwl: All lateral bran lapped at least trusses. Continuous Top Chord Lateral Brace F Required 10" or Greater Attachment Required . ... t Lesser of L/200 or 2" L(in) BOW ........... ............. • • ............... 1 Lesser of 11200 or 2" SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (DB (# trusses] SP/OF SPEIHE Up to 32' 30" 8' 16 10 ' Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a tegistered professional engineer OF - Douglas Fir-Larch SP - Southern Pine HF - Hem-Fir SPF - Spruce-Pine-Fir The end diagonaf brace for cantilevered trusses must be placed on vertical webs In line with the support End diagonals are stability and must be dup both ends of the truss system. 44.-14 itur,e tojelfonthese receirmeltdatins, • ut ,.; . etZakimare to t assessor. buildin WAVii eeve e , . Top chords that are fateially braced can buckie together and ea use collapse if there is no diago- to the underiide of the top chord when purlins nal bracing: Diagonal bracing should be nailed , are attached to the topside c4 the top chord. , ;, gottielidsiSbife m • e F rame; 2x4/2x6 PARALLEL CHORD TRUSS Top chord. that ore laterally braced can buckle together and cause collapsed there is no do- n( bracing. Diagonal bracing should be netted to the underaida of the lop chord when purlins are attached to the topside of the top chord. 20 '008 s ) 4wirigriOPPP-' -,T. -440 r411r4Ore 30yo Attachment Required — Continuous Top Chord Lateral Brace Required 10* or Greater L L 30" or greater • , , ,•■ -:'Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required —/ .>< „ Trusses must have lu bevklented in the h( zontat direction to i. this bi• spacing. • 1 JO Tag Line ):GROUNaliRACING:BUILDINGINTERIOR:.' or less Approximately 1 /2 truss length Spreader Toe In — Approximately • 1/2 truss length Truss spans less than 30'. Approximately Y2 tQ Y3 truss length Less than or equal to 60' . . Spreader Bar _....:130011110/11M11111■..— Approximately 1/2 to Y, truss length Less than or equal to60'-' or less Toe in Tag Line Tag Line , vsr■ Toe In — Toe In = MECHANICALi. INSTALLATION Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materiall, such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag . wAs r GES0 FiamEr2 W,41.3NING ) : 7 0 M9.,Iill.ArPg!9irt.M 9,P aeifarth'aiici) Top Cho d Tag Line At or above mid-height i dea e ed Tag • - Strongback/ SpreaderBar Strongback/ SpreaderBar I I • l ... . , .. • . . ,..• -e ./ , g t '.' .f • ' ' g= sj) . DIg t e'Al 1=t P,a-c Approximately YI truss length Greater than 60' Greater than 60' 10' rAIMM■._ Approximately V3to V, truss length 1010ONDBRACING:'BUILDINGXTEA101 •::•.. , • 1 -- Typical vertical attachment Plan Ground brace, diagonals (G80) Ground bracri vertical (GB) ••: ',••• Typkal horizontal tis member with multiple stakes (111) End Vi Ground Brat Verticals GI oup (E13) SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHO DIAGONAL BR SPACING (D& [# trusses] S20DF SP Up to 32' 4/12 15' Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer • Bottom chord diagonal bracing repeate at each end of the l uiiding'and at same` spacing as top Chord diagonal bracing. - 1 4 or greater Frame;' DF - Douglas Fir -Larch HF • Hem -Fir SP - Southern Pine SPF - Spruce- Pine -1 All lateral brace lapped at least trusses. I BOTTOM CHORD PLANE Perman , F continuou lateral bracing `as specified y tl truss engineorin "toss bfacin'grepeat at each end`of the building and at 20' interval's. RRil a 4 ae soip l r l / Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle together and cause collap if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlin• are attached to the topside c4 the top chord. Up to 28' Over 28' - 42' Over 42' - 60' Over 60' MINIMU PITCH DIFFERENCE 2.5 3.0 7' 6' 5' TOPCHORD SPA AGONALB CI NG (D [ # SP /DF' °SPF /HF 17 12 9 6 3.0 5 3 See a registered professional engineer DF r Douglas F Larch HF tierr� fir • Continuous Top Chord Lateral Brace Required 12 SP Southe i Plne SPF.- Sprucl.P. ne Fir II Later al braces Iapped at 'least 2' trusses 4 or greater a ite3 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 TOP CHORD LATERAL BRACE SPACING(LBgjr;: 8 ' 6 ' 5' See a registered professional DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. TOP CHORD DIAGONAL BRA( SPACING (D85) (# "trusses] SPYDF ( SPF /h 20 10 6 ngineer SP - Southern Pine SPF - Spruce- Pine -Fir TC HED ' TRUSS Top chords that are laterally braced can bucks together and tauae coltapae it there is no diag< nal bracing. Diagonal bracing should be naiie to the underside ot the top chord when purlin are attached to the topside of the top chord. ISSORS 15 7 4 y .s = = =« «ACES -32 Ver. 1.1>>» [ 036524 ] Customer : K.A.F. - BLDRS -- OBRADOR Project #: 01040931 Span : 18 -6 B Span : 18 -6 3 -5 3.5/12, _ =Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1-2= -3462 5 -6= 2483 2 -7= 109 2 -3 =-2033 6-7= 3391 2- 6 = -1428 3- 4 = -2077 7 -1= 3391 3-6= 578 4 -5= -2597 4 -6 =-513 PROVIDE FOR 546 LBS UPLIFT AT JOINT 1 (0.55) PROVIDE FOR 487 LBS UPLIFT AT JOINT 5 (0.49) PROVIDE FOR 31 LBS HORIZ. REACTION AT JOINT 1 >OTT CHORD SPLICES:6 -7 =3X4; LOADING (PSF) L D TOP 30 15 BOTT 0 10 5 -7 -15 5 -7 -15 5 -7 -15 5 -7 -15 3X4 { 1X4 L. HL TO PK:11 -2 -10 LEFT HEIGHT:0 -3 -10 SPAN:18 -6 MAX STRESSES TOP 1 -2 =0.861 BOTT 6 -7 =0.824 LL.DEFL. @7 =0.23 < L/360 STR.INC.: LUMB = 1.33 PLATE = 1.33 11 -0 5 -4 -1 11 -0 5 -4 -1 Truss ID : Quant. REACTIONS - SIZE 1 = -1001 3.50 5= -1001 3.50 414 3 3X8 « « MARTINEZ.TRUSS» » Thu Apr 12 09:25:03 200 Ti Family # : spec 9 Top Pitch : 2.39 14 -7 -7 18 -6 3 -7 -7 18 -6 7 -6 1X4 3 -10 -9 R. HL TO PK :7 -9 -12 RISE:2 -6 RIGHT HEIGHT:0 -3 -11 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.23,D.L= 0.19,T.L =0.42 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINE