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375 NE 94 St (5)//. .. /O ri+) a14 sptrt tldir plea lftoreijillage. T1 4enol ledge of 1 all indceatr• 1 herein. A �psc►f - reinforced steel, a' 1ll rand`roof ffaisl�Fa�s rmnziri, plumbing, electrical wiring �_a t...F�.c insuection lv 1. •2l: tiAr ► t fi tilrtttriCtil aslcl /.'il;+�u oldt 1 .. e Architect :sad ; :nl«er are el :Ai = 1- baildi*%f-- c,fgu:!+tiuui- wltethtt .vim ,' w /r ‘..1 3o d A.1..t : "1:/: +,IRi d..,? _ /Jd ✓3 <A,,.s1 4', Ci,.; � 'Xtc , 4 /raJ /- c r /loo' a f M / e Z11 • +T.Y- :' + /fi C.. .c= �/ , ./ �� , • -,44. and who, being by r of the above descri e therein by him staty d are Permit No ! �` D,p roved ( ined) Chairman Member Member 13UILDING INSPECTION DEPARTMENT APPLICATION FOR @UILOING PERMIT 1= r— ,i o 3p ., �1 or tl e aet.nea statement et the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Div'sion of Miami Shoes Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must b kept at building during progress of the work. . Owner's Name and Address Registered Architect and /or Engineer and address of licensed contractor Location / and legal description of lot to be L'o1, ') ! A A3 t,." Block u s Street and Number where work is to be done ` l ' / Y State work to be done and purpose of building (by floors) V Estimated Total cost of improvements $ / 7 Zone cubage required - 1 �') _) r) Distance to next nearest building O yT L 1 Maximum live load to be borne by each floor !� duly sworn, u struttion, that rue. Date D Iv4IAMt SHURES VILLAnr (, / f_/I.,- - t 4 d e /J built on: d r;(64 " --- Building Insp bdiv ii I oy.oat detSoses and says that he is the Date %Size of Building Lot his carefully read the foregoing pplication, ad, Sworn to No. Street - `''.. / C, � - `_- �'p and for no other purpose. New Building f emodeling Addition 1 Repairs ' No. of St ries To be constructed of e-j4': Kind of foundation `t- Roof � Co� r ing _ �Pe Amount of Permit $ .-2-4-. _Plan Cubage 5'9 i4 4 I hereby subinit all the plans and specifications for said building. All notices with reference to the building and its construction may, be sent to The undersigned applicant for this building permit does hereby certify that he `uiid'eqtands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled G Laws o€ Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contraytors or dub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted' (or insplictipd on the Site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such ,su o tr etors' onn work to be performed under this permit, as are licensed by Miami Shores Village. , / 1 / )r l " Remarks____ ` (Signed) STATE OF FLORIDA, ) COUNTY OF DADE. ' j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and that he did sign the same, and that all facts and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANN1N1iyBOARD DATE Member Member Member Council Approved Date Disapproved Date NOTE; A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. ci'6"..-t to se ft tz 3 14 8 i 42)/N . it cZ.t 8 /7Z0 XeLuD•lgt: _ 14' -7 ts' / 0 10 z 4zAs9___ 4 0,7 -147 7v75if • .63 0 c t — -- ` 6 A..,-1.7712 - 1,745 4. ?< ( go. 1 1 040 4 5 5 `P 414 14/7v1 / ge4 /.4pelm sY g e39„. F r+ 1 .� • r' 1 • z - yr ,' ».,M.b. -.. .— � 3 I`' I is - V00(4.- !) R T ( `t 11 __ _ J. 4 -.._ i ,.... a-. _ 26 /G H • ..4* 97 5e1:7%•• /"_Vee, SKETCH OF SURVEY 70• 70' Lot 13 less the West 20 feet 'thereof, and all or Lot 14,; Block 45, AN AMENDED PLAT OF MIAMI SHORES SECTION: NO. 1, according to the plat thereof recorded in Plat Book 10, at page '70, of the Public Records of Dade County, Florida. For M. R. Wimmer pISCAYNE ENGINE' RING .; 'AZ Y Order # 23973 Civil Engineers,: March 27th, 1951 F. B. # .63-5 Miami. Florida Scsi es Shown WE HERBY; CERTIFY: That the attached "SKETCH OF SURVEY* of the above described property is true and correct to the best of our knowledge and belief as recently surveyed and platted under our direction, also that there are no encroachments unless shown thereon. BISCAYNE ENGINEERING COMPANY By i' • / , - -- �'� Sec' y. nne Reg et :., ed Engineer # 145 Registered 5rveyor # 46 STATE OF FLORIDA, a w via 0 0 14 " de 1 9 / o axe ax.e7' 1r . eo• 4 2 io(,x4 /dam, 22' /*key/740 / 5co % /r2o" SECURITY AND f✓ORCED ENTRY PREVENTION: 1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 3G OF THE FLORIDA STANDARD BUILDING CODE 2001. 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE FLORIDA STANDARD BUILDING CODE 2001. 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 0000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8" MINIMUM THROW BOLTS WITH INSERTS, 5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE RABBETED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES. G. HINGES ON EXTERIOR OUT SWING DOORS SHALL HAVE NON - REMOVABLE PINS AND NON - EXPOSED SCREWS, 7. GLASS ON EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTES STANDARD # 297.1 . 5. VISION PANELS ON EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE, STANDARD # 297.1. 9, WINDOWS SHALL BE CONSTRUCTED AND INSTALLED 50 THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND 50 AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE, AAMA 13033 PROVIDE LOCKS A5 PER SOUTH FLORIDA BUILDING CODE 3G03.2(AXB)2(AA) $ (C). EXTERIOR WINDOW SHALL BE LOCKED WITH A DEVICE CAPABLE OF WITHSTANDING A FORCE OF 1 50 LBS. APPLIED IN AN OPERABLE DIRECTION, 10. EXTERIOR WINDOWS USED AS A MEANS OF EGRESS SHALL ALSO COMPLY WITH A DOOR SCOPE OR VISION PANEL, 1 1 . FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. TTT- TTT -TTT -1 11 = 1 11 = 1 11 =1 I ;II „111,;1 • MATERIAL LEGEND COMPACTED SOIL COMPACTED LIMEROCK BASE CONCRETE MASONRY UNIT CONCRETE (DETAILS) PLASTER, CEMENT, MORTAR STEEL ALUMINUM PLYWOOD, LARGE SCALE PLYWOOD, SMALL SCALE WOOD, FINISH WOOD BLOCKING, ROUGH FRAMING, SECTION WOOD, BLOCK, SKIMS INSULATION, RIGID SEALANT SECTION DETAIL WINDOW DOOR INTERIOR ELEVATION MARK DATUM POINT REFERENCED TO N.G.V.D. POINT ' LABEL KEY LABELS SECTION IDENTIFICATION NUMBER SHEET WHERE SECTION IS DRAWN DETAIL IDENTIFICATION NUMBER WHERE DETAIL 15 DRAWN WINDOW IDENTIFICATION NUMBER SEE DETAILS DOOR IDENTIFICATION NUMBER SEE SCHEDULE REVISION NUMBER CLOUD SHOWS EXTENT OF REVISION VIEW NUMBER GRID NUMBER OR LETTER IDENTIFICATION REFERENCE FOR ) ENLARGED AREA DETAIL NUMBER OR LETTER IDENTIFICATION SHEET NUMBER WHERE DETAIL IS DRAWN GENERAL NOTES I . THE GENERAL CONTRACTOR SHALL CHECK, REVIEW AND VERIFY ALL PLANS, DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. WHEN IN THE OPINION OF THE CONTRACTOR, A DISCREPANCY EXISTS, HE SHALL PROMPTLY REPORT IT IN WRITING TO THE ARCHITECT AND ENGINEER FOR CLARIFICATION, BEFORE PROCEEDING WITH THE WORK. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF HIS WORK WITH THE OTHER CONTRACTORS, THE GOVERNING AGENCIES AND /OR UTILITY COMPANIES. THE GENERAL CONTRACTOR SHALL HOLD A PRE - CONSTRUCTION MEETING PRIOR TO THE START OF ANY PORTION OF THE PROJECT WITH ALL CONTRACTORS AND APPLICABLE AGENCIES IN ATTENDANCE. 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 5. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWING, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OK NOTED. G. ALL WORK SHALL BE PERFORMED WITH CURRENT CODES OF GOVERNMENT JURISDICTION AND ALL OTHER APPLICABLE CODES RELATIVE TO EACH TRADE, INCLUDING THE FOLLOWING. A. FLORIDA BUILDING CODE 2001 / 2003 REVISIONS B. MUNICIPAL ADDITIONS PRIOR TO PERMIT APPLICATION 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK. NO ALLOWANCE SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. 8. CONTRACTOR SHALL COOPERATE WITH OTHER SUBCONTRACTOR ON THE SITE AND WITH THE OWNER TO ASSURE EXPEDIENT COMPLETION OF WORK. 9. THE CONTRACTOR SHALL THOROUGHLY EXAMINE SITE AND SATISFY HIMSELF AS TO EXISTING CONDITIONS UNDER WHICH THE WORK I5 TO BE PERFORMED. PRIOR TO SUBMITTING BID, THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. ANY DIFFERENCE FOUND SHALL BE REPORTED TO THE ARCHITECT IN SUFFICIENT TINE FOR HIS CONSIDERATION AND DIRECTION BEFORE PROCEEDING WITH THE WORK INVOLVED. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE EXPENSE DUE TO HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH AFFECT HIS WORK. NO EXTRA COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL DIMENSIONS, PIPING, LOCATIONS, ETC. AND THOSE INDICATED ON DRAWINGS. 10. THE GENERAL CONTRACTORS SHALL BE LICENSED IN THE STATE OF FLORIDA. 1 1. THE GENERAL CONTRACTOR I5 RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF WORK, PAYMENT OF ALL APPLICABLE FEES, REQUESTING AND COORDINATION OF BUILDING DEPARTMENT INSPECTIONS AND APPROVALS IN ALL FIELDS OF HIS WORK, AND OBTAINING OF A FINAL CERTIFICATE OF OCCUPANCY. 12. BEFORE COMMENCING WITH ANY WORK, THE GENERAL CONTRACTOR SHALL FILE WITH THE OWNER EVIDENCE OF INSURANCE WHICH SHALL CONTAIN ENDORSEMENTS AS REQUIRED BY THE LANDLORD. IT I5 THE INTENTION OF THE PARTIES THAT THE GENERAL CONTRACTOR SHALL INDEMNIFY THE OWNER, TENANT AND ARCHITECT FOR ANY AND ALL COSTS CLAIMS, SUITS, AND JUDGMENTS FOR FOR PROPERTY DAMAGE AND PERSONAL INJURY (INCLUDING DENTAL), RESULTING FROM HIS WORK. 13. THE CONTRACTOR SHALL RESTORE TO SATISFACTORY CONDITION ALL NEW AND EXISTING CONSTRUCTION WORK AND OTHER IMPROVEMENTS THAT MAY HAVE BEEN DAMAGED AS A RESULT OF CONTRACTOR OPERATIONS. 14. IF ANY ERROR OR CONFLICT SHOULD APPEAR IN THE CONTRACT DRAWINGS OR SPECIFICATION, THE CONTRACTOR SHALL BEFORE PROCEEDING WITH THE WORK IN QUESTION AND BEFORE SUBMITTING BID, NOTIFY THE ARCHITECT AND REQUEST AN INTERPRETATION OR CLARIFICATION IN WRITING. 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY DURING DEMOLITION AND CONSTRUCTION. HE SHALL BE FAMILIAR WITH AND BE RESPONSIBLE FOR ADHERENCE TO ALL WORKERS ON THE PROJECT. I G. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATION, AND SUB SHALL BE RESPONSIBLE FOR DISCIPLINE OF ALL WORKERS ON THE PROJECT. 1 7. ALL TRADES, I.E., MECHANICAL, ELECTRICAL, PLUMBING, SHALL COMPLY AND CONFORM WITH THE LOCAL CODES HAVING JURISDICTION, 18., ARCHITECT 15 NOT RESPONSIBLE FOR CHANGES OR ADDITIONS TO THE WORK UNLESS 50 AUTHORIZED BY HIM IN WRITING. 1 9. UPON THE COMPLETION OF THE WORK THE CONTRACTOR SHALL REMOVE ALL TEMPORARY WORK. 20. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ORDERS RULES, CODE REQUIREMENTS AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE CONSTRUCTION WORK IN THE LOCALITY OF THE PROJECT SHALL GOVERN THE WORK OF THE CONTRACT. 2 1 . ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S OR INDUSTRIES RECOMMENDATIONS OR SPECIFICATIONS. MIT A PROGRAM FOR SECURITY OF PROJECT AND 22. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED NEAT APPEARANCE. THE CONTRACTOR SHALL CLEAN ALL SURFACES OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM INSTALLATION TECHNIQUES OF EACH TRADE. ADJACENT EXISTING SURFACES SHALL BE LEFT AS THEY APPEAR PRIOR TO THE COMMENCEMENT OF THE WORK. 23. ALL MATERIALS USED IN THE INTERIOR OF THE PROJECT MUST MEET THE FLAME SPREAD RATING AS SET FORTH IN THE FLORIDA BUILDING CODE. PROOF OF THESE RATINGS MUST BE INCLUDED AS PART OF THE FINAL INSPECTION PRIOR TO THE ISSUANCE OF A CERTIFICATE OCCUPANCY. (APPLIES TO TENANT IMPROVEMENT DOCUMENTS ONLY) 24. THE GENERAL CONTRACTOR I5 RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND WORK, INCLUDING SCHEDULING OF WORK UNDER SEPARATE CONTRACT. 25. ALL MATERIALS FURNISHED AND INCORPORATED IN THE WORK SHALL BE NEW, UNUSED, AND OF QUALITY AND CHARACTERISTICS SPECIFIED HEREIN. IF THE QUALITY AND CHARACTERISTICS OF CERTAIN MATERIALS ARE NOT SPECIFICALLY SET FORTH HEREIN, MATERIALS USED SHALL BE THAT CUSTOMARILY USED IN FIRST CLASS WORK OF SIMILAR NATURE AND CHARACTER. THE GENERAL CONTRACTOR SHALL GUARANTEE IN WRITING IN FORM ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIALS TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE ( I ) YEAR FROM THE DATE OF COMPLETION THEREOF. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF CORRECTION OF SUCH DEFECTS, SUCH COST SHALL INCLUDE ALL EXPENSES AND DAMAGES RESULTING FROM SAID DEFECTS. THESE GUARANTEES AND WARRANTIES SHALL INSURE TO THE BENEFIT OF THE OWNER. 2G. DURING THE ENTIRE CONSTRUCTION PERIOD, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CONDITIONS AT THE JOB SITE 50 AS TO MEET IN ALL RESPECTS THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT, 0511A. THIS PROGRAM SHALL COVER THE CONTRACTOR'S EMPLOYEES AND ALL OTHER PERSONS WORKING UPON OR VISITING THE SITE. TO THIS END, THE CONTRACTOR SHALL INFORM HIMSELF AND HIS REPRESENTATIVES OF OSHA STANDARDS. 27. THE WORK INCLUDES DUST CONTROL AS REQUIRED TO ABATE ANY DUST NUISANCE ON OR ABOUT THE SITE WHICH AS THE RESULT OF CONSTRUCTION ACTIVITIES. 28. WITHIN I 0 DAYS OF NOTICE OF PROCEED WITH THE CONSTRUCTION, CONTRACTOR SHALL SUBMIT CONSTRUCTION SCHEDULE TO THE OWNER. 29. IMMEDIATELY UPON OBTAINING BUILDING PERMIT, NOTIFY ARCHITECT IN WRITING OF ALL CORRECTIONS REQUIRED BY THE BUILDING DEPARTMENT. 30. THE ARCHITECT AND /OR THE OWNER DO NOT ASSUME ANY RESPONSIBILITY AT ANY TIME WHATSOEVER FOR THE PROTECTION OF THE BUILDING AND PREMISES OR LOSS OF MATERIALS FROM THE TIME THE CONTRACT OPERATIONS HAVE COMMENCED UNTIL THE FINAL ACCEPTANCE OF THE WORK. IF WATCHMAN SERVICE IS DEEMED NECESSARY, SUCH PROTECTION SHALL BE PROVIDED BY THE CONTRACTOR AND ALL COSTS THEREFOR SHALL BE PAID FOR BY THE CONTRACTOR. w w z w W z w w ■ SECURITY AND f✓ORCED ENTRY PREVENTION: 1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 3G OF THE FLORIDA STANDARD BUILDING CODE 2001. 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE FLORIDA STANDARD BUILDING CODE 2001. 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 0000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8" MINIMUM THROW BOLTS WITH INSERTS, 5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE RABBETED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES. G. HINGES ON EXTERIOR OUT SWING DOORS SHALL HAVE NON - REMOVABLE PINS AND NON - EXPOSED SCREWS, 7. GLASS ON EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTES STANDARD # 297.1 . 5. VISION PANELS ON EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE, STANDARD # 297.1. 9, WINDOWS SHALL BE CONSTRUCTED AND INSTALLED 50 THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND 50 AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE, AAMA 13033 PROVIDE LOCKS A5 PER SOUTH FLORIDA BUILDING CODE 3G03.2(AXB)2(AA) $ (C). EXTERIOR WINDOW SHALL BE LOCKED WITH A DEVICE CAPABLE OF WITHSTANDING A FORCE OF 1 50 LBS. APPLIED IN AN OPERABLE DIRECTION, 10. EXTERIOR WINDOWS USED AS A MEANS OF EGRESS SHALL ALSO COMPLY WITH A DOOR SCOPE OR VISION PANEL, 1 1 . FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. TTT- TTT -TTT -1 11 = 1 11 = 1 11 =1 I ;II „111,;1 • MATERIAL LEGEND COMPACTED SOIL COMPACTED LIMEROCK BASE CONCRETE MASONRY UNIT CONCRETE (DETAILS) PLASTER, CEMENT, MORTAR STEEL ALUMINUM PLYWOOD, LARGE SCALE PLYWOOD, SMALL SCALE WOOD, FINISH WOOD BLOCKING, ROUGH FRAMING, SECTION WOOD, BLOCK, SKIMS INSULATION, RIGID SEALANT SECTION DETAIL WINDOW DOOR INTERIOR ELEVATION MARK DATUM POINT REFERENCED TO N.G.V.D. POINT ' LABEL KEY LABELS SECTION IDENTIFICATION NUMBER SHEET WHERE SECTION IS DRAWN DETAIL IDENTIFICATION NUMBER WHERE DETAIL 15 DRAWN WINDOW IDENTIFICATION NUMBER SEE DETAILS DOOR IDENTIFICATION NUMBER SEE SCHEDULE REVISION NUMBER CLOUD SHOWS EXTENT OF REVISION VIEW NUMBER GRID NUMBER OR LETTER IDENTIFICATION REFERENCE FOR ) ENLARGED AREA DETAIL NUMBER OR LETTER IDENTIFICATION SHEET NUMBER WHERE DETAIL IS DRAWN GENERAL NOTES I . THE GENERAL CONTRACTOR SHALL CHECK, REVIEW AND VERIFY ALL PLANS, DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. WHEN IN THE OPINION OF THE CONTRACTOR, A DISCREPANCY EXISTS, HE SHALL PROMPTLY REPORT IT IN WRITING TO THE ARCHITECT AND ENGINEER FOR CLARIFICATION, BEFORE PROCEEDING WITH THE WORK. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF HIS WORK WITH THE OTHER CONTRACTORS, THE GOVERNING AGENCIES AND /OR UTILITY COMPANIES. THE GENERAL CONTRACTOR SHALL HOLD A PRE - CONSTRUCTION MEETING PRIOR TO THE START OF ANY PORTION OF THE PROJECT WITH ALL CONTRACTORS AND APPLICABLE AGENCIES IN ATTENDANCE. 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 5. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWING, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OK NOTED. G. ALL WORK SHALL BE PERFORMED WITH CURRENT CODES OF GOVERNMENT JURISDICTION AND ALL OTHER APPLICABLE CODES RELATIVE TO EACH TRADE, INCLUDING THE FOLLOWING. A. FLORIDA BUILDING CODE 2001 / 2003 REVISIONS B. MUNICIPAL ADDITIONS PRIOR TO PERMIT APPLICATION 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK. NO ALLOWANCE SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. 8. CONTRACTOR SHALL COOPERATE WITH OTHER SUBCONTRACTOR ON THE SITE AND WITH THE OWNER TO ASSURE EXPEDIENT COMPLETION OF WORK. 9. THE CONTRACTOR SHALL THOROUGHLY EXAMINE SITE AND SATISFY HIMSELF AS TO EXISTING CONDITIONS UNDER WHICH THE WORK I5 TO BE PERFORMED. PRIOR TO SUBMITTING BID, THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. ANY DIFFERENCE FOUND SHALL BE REPORTED TO THE ARCHITECT IN SUFFICIENT TINE FOR HIS CONSIDERATION AND DIRECTION BEFORE PROCEEDING WITH THE WORK INVOLVED. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE EXPENSE DUE TO HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH AFFECT HIS WORK. NO EXTRA COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL DIMENSIONS, PIPING, LOCATIONS, ETC. AND THOSE INDICATED ON DRAWINGS. 10. THE GENERAL CONTRACTORS SHALL BE LICENSED IN THE STATE OF FLORIDA. 1 1. THE GENERAL CONTRACTOR I5 RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF WORK, PAYMENT OF ALL APPLICABLE FEES, REQUESTING AND COORDINATION OF BUILDING DEPARTMENT INSPECTIONS AND APPROVALS IN ALL FIELDS OF HIS WORK, AND OBTAINING OF A FINAL CERTIFICATE OF OCCUPANCY. 12. BEFORE COMMENCING WITH ANY WORK, THE GENERAL CONTRACTOR SHALL FILE WITH THE OWNER EVIDENCE OF INSURANCE WHICH SHALL CONTAIN ENDORSEMENTS AS REQUIRED BY THE LANDLORD. IT I5 THE INTENTION OF THE PARTIES THAT THE GENERAL CONTRACTOR SHALL INDEMNIFY THE OWNER, TENANT AND ARCHITECT FOR ANY AND ALL COSTS CLAIMS, SUITS, AND JUDGMENTS FOR FOR PROPERTY DAMAGE AND PERSONAL INJURY (INCLUDING DENTAL), RESULTING FROM HIS WORK. 13. THE CONTRACTOR SHALL RESTORE TO SATISFACTORY CONDITION ALL NEW AND EXISTING CONSTRUCTION WORK AND OTHER IMPROVEMENTS THAT MAY HAVE BEEN DAMAGED AS A RESULT OF CONTRACTOR OPERATIONS. 14. IF ANY ERROR OR CONFLICT SHOULD APPEAR IN THE CONTRACT DRAWINGS OR SPECIFICATION, THE CONTRACTOR SHALL BEFORE PROCEEDING WITH THE WORK IN QUESTION AND BEFORE SUBMITTING BID, NOTIFY THE ARCHITECT AND REQUEST AN INTERPRETATION OR CLARIFICATION IN WRITING. 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY DURING DEMOLITION AND CONSTRUCTION. HE SHALL BE FAMILIAR WITH AND BE RESPONSIBLE FOR ADHERENCE TO ALL WORKERS ON THE PROJECT. I G. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATION, AND SUB SHALL BE RESPONSIBLE FOR DISCIPLINE OF ALL WORKERS ON THE PROJECT. 1 7. ALL TRADES, I.E., MECHANICAL, ELECTRICAL, PLUMBING, SHALL COMPLY AND CONFORM WITH THE LOCAL CODES HAVING JURISDICTION, 18., ARCHITECT 15 NOT RESPONSIBLE FOR CHANGES OR ADDITIONS TO THE WORK UNLESS 50 AUTHORIZED BY HIM IN WRITING. 1 9. UPON THE COMPLETION OF THE WORK THE CONTRACTOR SHALL REMOVE ALL TEMPORARY WORK. 20. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ORDERS RULES, CODE REQUIREMENTS AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE CONSTRUCTION WORK IN THE LOCALITY OF THE PROJECT SHALL GOVERN THE WORK OF THE CONTRACT. 2 1 . ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S OR INDUSTRIES RECOMMENDATIONS OR SPECIFICATIONS. MIT A PROGRAM FOR SECURITY OF PROJECT AND 22. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED NEAT APPEARANCE. THE CONTRACTOR SHALL CLEAN ALL SURFACES OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM INSTALLATION TECHNIQUES OF EACH TRADE. ADJACENT EXISTING SURFACES SHALL BE LEFT AS THEY APPEAR PRIOR TO THE COMMENCEMENT OF THE WORK. 23. ALL MATERIALS USED IN THE INTERIOR OF THE PROJECT MUST MEET THE FLAME SPREAD RATING AS SET FORTH IN THE FLORIDA BUILDING CODE. PROOF OF THESE RATINGS MUST BE INCLUDED AS PART OF THE FINAL INSPECTION PRIOR TO THE ISSUANCE OF A CERTIFICATE OCCUPANCY. (APPLIES TO TENANT IMPROVEMENT DOCUMENTS ONLY) 24. THE GENERAL CONTRACTOR I5 RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND WORK, INCLUDING SCHEDULING OF WORK UNDER SEPARATE CONTRACT. 25. ALL MATERIALS FURNISHED AND INCORPORATED IN THE WORK SHALL BE NEW, UNUSED, AND OF QUALITY AND CHARACTERISTICS SPECIFIED HEREIN. IF THE QUALITY AND CHARACTERISTICS OF CERTAIN MATERIALS ARE NOT SPECIFICALLY SET FORTH HEREIN, MATERIALS USED SHALL BE THAT CUSTOMARILY USED IN FIRST CLASS WORK OF SIMILAR NATURE AND CHARACTER. THE GENERAL CONTRACTOR SHALL GUARANTEE IN WRITING IN FORM ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIALS TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE ( I ) YEAR FROM THE DATE OF COMPLETION THEREOF. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF CORRECTION OF SUCH DEFECTS, SUCH COST SHALL INCLUDE ALL EXPENSES AND DAMAGES RESULTING FROM SAID DEFECTS. THESE GUARANTEES AND WARRANTIES SHALL INSURE TO THE BENEFIT OF THE OWNER. 2G. DURING THE ENTIRE CONSTRUCTION PERIOD, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CONDITIONS AT THE JOB SITE 50 AS TO MEET IN ALL RESPECTS THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT, 0511A. THIS PROGRAM SHALL COVER THE CONTRACTOR'S EMPLOYEES AND ALL OTHER PERSONS WORKING UPON OR VISITING THE SITE. TO THIS END, THE CONTRACTOR SHALL INFORM HIMSELF AND HIS REPRESENTATIVES OF OSHA STANDARDS. 27. THE WORK INCLUDES DUST CONTROL AS REQUIRED TO ABATE ANY DUST NUISANCE ON OR ABOUT THE SITE WHICH AS THE RESULT OF CONSTRUCTION ACTIVITIES. 28. WITHIN I 0 DAYS OF NOTICE OF PROCEED WITH THE CONSTRUCTION, CONTRACTOR SHALL SUBMIT CONSTRUCTION SCHEDULE TO THE OWNER. 29. IMMEDIATELY UPON OBTAINING BUILDING PERMIT, NOTIFY ARCHITECT IN WRITING OF ALL CORRECTIONS REQUIRED BY THE BUILDING DEPARTMENT. 30. THE ARCHITECT AND /OR THE OWNER DO NOT ASSUME ANY RESPONSIBILITY AT ANY TIME WHATSOEVER FOR THE PROTECTION OF THE BUILDING AND PREMISES OR LOSS OF MATERIALS FROM THE TIME THE CONTRACT OPERATIONS HAVE COMMENCED UNTIL THE FINAL ACCEPTANCE OF THE WORK. IF WATCHMAN SERVICE IS DEEMED NECESSARY, SUCH PROTECTION SHALL BE PROVIDED BY THE CONTRACTOR AND ALL COSTS THEREFOR SHALL BE PAID FOR BY THE CONTRACTOR. w w z w W z . ....... . . . . . .... ... • . . „ . . „ • ... ... ..... ... ... ... .'.'...'...'.'.'.'.' .• .• '.'.*.' ' ' ' ' ' . . . . . . . . . . . . . . . . . . . . , . EXISTING PLANTER EXISTING GRASSED AREA --\\ PROP,ERTY LINE EXISTING FRONT PORCH PROPERTY LINE EXISTING GRASSED AREA LOCATION OF NEW WOOD DECK AND STEPS X — X — A EXISTING REAR PATIO EXISTING GRASSED AREA EXISTING PLANTER (A) SITE PLAN LJ uJ c..3 — 0 C -4- 0 — z 0 111 I-- U.1 L,..1 2 V) . ....... . . . . . .... ... • . . „ . . „ • ... ... ..... ... ... ... .'.'...'...'.'.'.'.' .• .• '.'.*.' ' ' ' ' ' . . . . . . . . . . . . . . . . . . . . , . EXISTING PLANTER EXISTING GRASSED AREA --\\ PROP,ERTY LINE EXISTING FRONT PORCH PROPERTY LINE EXISTING GRASSED AREA LOCATION OF NEW WOOD DECK AND STEPS X — X — A EXISTING REAR PATIO EXISTING GRASSED AREA EXISTING PLANTER (A) SITE PLAN LJ uJ c..3 — 0 C -4- 0 — z 0 111 '0 G A R A G E UTILITY EZZ O A / / • • / ZA u 7 CL BED ROOM # 1 0 0 0 �• 'er / q BED ROOM # 1 / B 6 TYP. VA,/ �IILCLLL� E N T R Y 1 CL BED ROOM # 2 1 CLOSET f ■ LIN. 0 1 LIN. BED ROOM # 3 BATH # 2 L DINING ROOM. KITCHEN NEW SINGLE LITE FRENCh DOORS WITH 5IDELITES SEE DETAIL 3/A -3) LIVING ROOM NEW "IPE" WOOD DECK LIMITS OF CONSTRUCTION UNDER THIS PERMIT (A) FLOOR PLAN // %/ vi ii ii iiii,iii i i ii iiii iiiii iaii NEW 4x4 P,T. WOOD 10 f NEW 4x4 P,T. WOOD POSTS NEW 2x 12 P.T. WOOD STAIR FRAMING Ae ii iii i 1 NMI T L J NEW FRENCH DOORS AND SIDE LITES (REFER TO DETAIL X/A -X) EXISTING FINISHED FLOOR EXISTING FOOTING AND C.M.U. WALL (A) WOOD DECK SECTION TYP. LOCATION OF EXIST. CONC. COLUMNS (15) PARTIAL ELEVATION I' O" FRENCH DOORS AND SIDELITES BY: C.G.I. CORPORATION. ACCEPTANCE No. 0 I - I 1 09.03 EXPIRES: I I /09/2006 NEW 2x6 P.T. WOOD STRINGER ATTACKED W/ I /2" EXPANSION BOLTS @ 12" 0.C. U.O,N. NEW 2x6 P.T. WOOD DECK FRAMING 5 ' 4" I I 1 0 11 TYPICAL 2x 12 P.T. STAIR FRAMING NEW "IPE" WOOD DECK ATTACHED W/ I Gcl NAILS @ EACH FRAMING MEMBER EXISTING ROOF TO REMAIN cfiht LOCATION OF EXISTING BEAM TYP. LOCATION OF EXIST. CONC. COLUMNS EXISTING WALL WI SMOOTH STUCCO FINISH DASbED LINE DENOTES LOCATION OF EXISTING MASONRY OPENING FINISHED FLOOR ELEVATION I ' - 0" TYPICAL BLOCKING NEW "IPE" WOOD TREADS ATTACKED WI 1 NAILS @ EACH FRAMING MEMBER FINISHED GRADE NEW CONCRETE FOOTING REFER TO SHEET A -3 FOR LOCATIONS, SIZES E DETAILS TYPICAL "IPE" TREAD 3/4 11 - YPI CAL TREAD DETAIL 2 W w 0 z CNI w ■ a '0 G A R A G E UTILITY EZZ O A / / • • / ZA u 7 CL BED ROOM # 1 0 0 0 �• 'er / q BED ROOM # 1 / B 6 TYP. VA,/ �IILCLLL� E N T R Y 1 CL BED ROOM # 2 1 CLOSET f ■ LIN. 0 1 LIN. BED ROOM # 3 BATH # 2 L DINING ROOM. KITCHEN NEW SINGLE LITE FRENCh DOORS WITH 5IDELITES SEE DETAIL 3/A -3) LIVING ROOM NEW "IPE" WOOD DECK LIMITS OF CONSTRUCTION UNDER THIS PERMIT (A) FLOOR PLAN // %/ vi ii ii iiii,iii i i ii iiii iiiii iaii NEW 4x4 P,T. WOOD 10 f NEW 4x4 P,T. WOOD POSTS NEW 2x 12 P.T. WOOD STAIR FRAMING Ae ii iii i 1 NMI T L J NEW FRENCH DOORS AND SIDE LITES (REFER TO DETAIL X/A -X) EXISTING FINISHED FLOOR EXISTING FOOTING AND C.M.U. WALL (A) WOOD DECK SECTION TYP. LOCATION OF EXIST. CONC. COLUMNS (15) PARTIAL ELEVATION I' O" FRENCH DOORS AND SIDELITES BY: C.G.I. CORPORATION. ACCEPTANCE No. 0 I - I 1 09.03 EXPIRES: I I /09/2006 NEW 2x6 P.T. WOOD STRINGER ATTACKED W/ I /2" EXPANSION BOLTS @ 12" 0.C. U.O,N. NEW 2x6 P.T. WOOD DECK FRAMING 5 ' 4" I I 1 0 11 TYPICAL 2x 12 P.T. STAIR FRAMING NEW "IPE" WOOD DECK ATTACHED W/ I Gcl NAILS @ EACH FRAMING MEMBER EXISTING ROOF TO REMAIN cfiht LOCATION OF EXISTING BEAM TYP. LOCATION OF EXIST. CONC. COLUMNS EXISTING WALL WI SMOOTH STUCCO FINISH DASbED LINE DENOTES LOCATION OF EXISTING MASONRY OPENING FINISHED FLOOR ELEVATION I ' - 0" TYPICAL BLOCKING NEW "IPE" WOOD TREADS ATTACKED WI 1 NAILS @ EACH FRAMING MEMBER FINISHED GRADE NEW CONCRETE FOOTING REFER TO SHEET A -3 FOR LOCATIONS, SIZES E DETAILS TYPICAL "IPE" TREAD 3/4 11 - YPI CAL TREAD DETAIL 2 W w 0 z DINING ROOM. 2x ! 2 P.T. ...., , \ \ ` ` ' WOOD FRAMING / \----,---, ` O/� / / � � ("ki /Nt i / \ ,N CO 0 11 // // \ �0� �% � /'/ /�/ / //' �� ` �' /� �� X75 / � � , l/ l l /l ('� � ` 1, // `��� >i i _, l // „ „ l' „ `V `` /, /, \\ i i ...... l 11 '...:',<,-------. �' ice/ � (\ // 1 ; !�i i Try \yl �` / / TYPICAL 2x I P.T. ,, �.,\`\ % /� WOOD STRINGER `e (A) FOUNDATION PLAN 9 N 2' -0" - N I - - --1- 1 1 1 1 1 1 1 1 1 1 1 1 + --- I - - - - 1 - TYPICAL 24 "x24 "x 12" CONCRETE FOOTING WI 3 #4 EACH WAY TOP $ BOTTOM (I) TYP. FOOTING PLAN 1" TYPICAL CONC. PAD (REFER TO DETAIL " I " FOR DETAILS) TYPICAL 4x4 P.T. POST TYPICAL 2x6 P.T. WOOD FRAMING (U.O.N.) NEW XXXXXX SEAT WI INTEGRATED TIES 1/2” P.T. WOOD SHIMS NEW CGI FRENCH DOOR W/ SIDE LIGHTS (REFER TO PARTIAL ELEVATION ON A -2 FOR SIZES) ELASTOMERIC SEALANT GALVANIZED CORNER BEAD DRIP (CONTINUOUS) - 8 GAUGE GALVANIZED "T" ANCHORS (3 PER JAMB @ CONCRETE COLUMNS) USE (3) 1/2" EXPANSION BOLTS 4" LONG PER JAMB. FINISH FLUSH, EXISTING CONCRETE MASONRY UNITS EXTERIOR PATCHED WITH CEMENT STUCCO, PAINTED TO MATCH INTERIOR GYPSUM BOARD ON FURRING STRIPS @ I G" O.C. WITH RIGID INSULATION BETWEEN FINISHED TO MATCH EXISTING 2x ! 2 P,T. WOOD FRAMING d 24 "x24 "x 1 2" C NC FOOTING WI 3 #4 EACH WAY (TOP AND BOTTOM) LIL,- 1 1 2 P.T. 3D FRAMING 1/2" 4x4 P,T. WOOD POST (TYP. OF 8) FINISHED GRADE puT iI� III= , 4 MI MIN • a • e (2) FOOTING SECTION 1" h (3) DOOR DETAIL 2x 1 2 P.T. WOOD FRAMING w w 0 N V7 0 2 W W1NUUW v DCTUNL) \ \ I I - 0 -1N — 1 C() d - 45.7 . . `, o \\\`\ ` -- + 41.8 NEW "IPE" WOOD DECK (REFER TO SHEET A -2 - 0 - /. (; , . , ,, \ V @-) FOR DETAILS) © — 49.5 — — — — — — +/I5.5— 48.5 — — — — — — — +44.5 W1NUUW v DCTUNL) \ \ I I - 0 - 45.7 + 41.8 NEW "IPE" WOOD DECK (REFER TO SHEET A -2 FOR DETAILS) EAST ELEVATION NEW IMPACT RESISTANT CASEMENT WINDOWS BY C,G.I. INCORPORATED. NEW IMPACT RESISTANT CASEMENT WINDOWS BY C.G.I. INCORPORATED. EXISTING EXISTING WINDOW 1-4- - J 1 -48.5 +44.5 EXISTING WINDOW +44.5 EXISTING DOOR EXISTING DOOR— NEW IMPACT RESISTANT DOORS $ SIDELITES BY C.G.I. INCORPORATED. 9 I_ n II EXISTING DOOR 9' -3 -45.7 +41.8 NEW IMPACT RESISTAN CASEMENT WINDOWS BY C.G.I. INCORPORATED. EXISTING WINDOW EXISTING WINDOW -1N EXIST. WINDOWS NEW IMPACT RESISTANT DOORS $ SIDELITES BY C,G.I, INCORPORATED, -48.5 + 44.5 EXISTING WINDOW SOUTH ELEVATION NEW "IPE" WOOD DECK (REFER TO SHEET A -2 FOR DETAILS) 0 NORTH ELEVATION 1 /4' -48.5 +44.5 T () WEST ELEVATION 1/4" YP. W \ PSF 3 PR -SS„ RES w w CC z 0 LLJ J LLJ O LU E-- W O N 0 U LA-1 W a O N 7 W CC