Loading...
79 W 4TH ST- NEW HOME PERMITZ U c M w � N o wT �1 g PRE DEV. SPOT EL. .z 1 9• 00 - P OST -DEV. GRADES (so z Z _ � 3 W O Q - � 0 SF SILT FENCE 0 QP v w 0 T J E-. POST FLOW DIRECTION W E :P� REVISION -2: NNaa it,. 53 159'. 0 80 ST. E OF :[ z w a 0 v w of LL. O Ld w LLI f- LLJ g 2 D F- 0 0 F- LL 0 Li o Z U U W ¢ Q ry o 0 zO o (n — U N A Lij N o Z _� i l x 0 m U _ Um 0 to z 12- g z Q aw w Y v O 2 m LLLfi 0 LLW C7 O i Q06 co 00m F - o 5' r 0 v M Np On. bl •z/` pN) o Q �, sp eSs•`0, got M + 0®ix Qei Z .S �N` // 2 Cb X op^ o (8 pt) Z£O` \ y d°("1 2 CN ol `b i/ a rZZ 0/ co Co (soy). 01) co O P.P61 °iib (9f p . t b, l �2p ``) 031b pd / 11Vol G° (Sol) 30/SH1noSpd 0 pad 4,// 3 �' [T) (G At/ 7,y dp (s 6 <09. �6) sF 1Z 6&bWNe s) 6) l /� (SG 6) r 00 (886"0o '•. :. s0 >L 'lr (s FS.6) .OZ g) // of<a9 I s r bM �( (os sAft �(ss °H). sl .Z -�oo d �o <sS•6)( 61>9-6))t (74 0-0 Vi a 0 x_00 o 0 m O O a) c .moo N i a°°o J O iso:- E O N W N�- -'. OW 0 '�Q •° W Z �-=OOO ce' ® n o 3a 4 O c .m m O I O Np�j WM M m LLJ C cn Q �R� ZO oN orn ,O z W U ^ w—K) �� ¢ Z > F) I 0Zt0 O co 0_QJ to U) m 41 Q Z Q UM W _(D (D i .`-EE`a 6;vWj C,.,i�0m)0 1�°�:a ,¢o� F- o¢aI Z -°v g t- .° cm v -O c m � o. o m 'L-00 r Q mcmoom 0 0 -0 O P C W ZLLJ Z y �--- •- a 0 b N a c ooO W 1 F- O Zzmzw ti i Sdf ^ .1w. CV ri 4 3 0 O N N '- w LO t Z U 00 D c jR a U, • U O Z O cx N Or w 3 G Q 0 ',J W i O N W w win U Z C O0�N 0 i v a;= x tno w E � M c M J Z Z`W w p U L U N`+ -m\11 �00\ II U =�0 O U{ W C Li y0C,40N Q ❑ 0N,<xI m �aam� �v N 0. w x w Q cm -0 co 7 (l) 0' 30' O 30' U I— 16'2" 13'10' 10' 13'10" 16'7' _—� c�xx W L. m. o N CD JOB: 448217 CJ18 LOC: 79 W. 4TH ST o M N n) CJ18 m m. m m r r r _ m m PLAN: - m m ��1 cJ17 w m w CJ17 DESIGNER: RICH H V za cs c 24 B$ B8 PITCH: 5/12 " OVERHANG: 16" As A6 WIND CODE: 130 MPH - EXP O - CLOSED A5 A5 Aa A4 ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 As A3 ALPINE HS PLATE APPROVAL# 1999.2 ENGINEER OF RECORD MARTIN ENGINEERING 13245-4 ATLANTIC BLVD STE 261 JACKSONVILLE, FL 32225 904-472-1459 LICENSE NUMBER: 31666 9'-0" BRG HEIGHT N N Al i Al i co cr W< 8 Z o � � = S S8; * E.%i U � D C✓ � m O Q x c 1 OU A2 A2 z e O L W B7 B7 tQma> E��� e�° Z w.o � o j —14'2' 110' 14'2" 70 i ck U-1 Lu Z :r w Lu _ N Z O AlZ w U Lu Lie r: O U Dej z _O O z LL O z O z y. . w 4 w Lu 3223 1 vi 3 GENERAL NOTES - in CAL NOTES 0 a IT IS THE INTENT THAT THIS WORK BE IN CONFORMANCE WITH THE FLORIDA BUILDING CODE 2017 6TH ED. 1. , 1. ALL ..ELECTRICAL WIRING TO. E I RESIDENTIAL AND ALL AUTHORITIES HAVING .JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY, B IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE 5TH EDITION RESIDENTIAL ' BUILDING STRUCTURE INFORMATION o AND 2011 NATIONAL ELECTRIC CODE NEC . ' ` O N Z CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. t ) _0 4 o 2. ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH THE 2014 CONDITIONED SPACE: ........................ 2516 S.F. E CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING BUILDING UNCONDI110NED SPACE: ..................746 S.F. De z 2 THE FLORIDAFLOR D CODE, 2014... Lu WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE TOTAL SPACE....................................3262 S.F. Lu z TYPE OF CONSTRUCTION................... _ NGfNEER PRIOR TO COMMENCING WORK. - 3. ELECTRICAL CONTRACTOR SHALL 'PROVIDE ARC FAULT CIRCUIT INTERRUPTERS IN .LIVING DINING, HALLWAYS, AND5B z BEDROOMS PER 2014 FBC R3902.12 OCCUPANCY......................................R-3 w -z FIRE SPRINKLERS NO t T OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE HESE DOCUMENTS AS INSTRUMENTS 3. T � - 4. ALL OUTDOOR RECEPTACLES SHALL BE .PROTECTED FROM MOISTURE PER 2014 _FBC- R3905.11 MAX HEIGHT OF STRUCTURE.............16.1 USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. 0 5. ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL COMPLY WITH THE MINIMUM REQUIREMENTS PER 4. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND, SHALL CE FBC-ENERGY CONSERVATION R40 . z w H WORK EXCEPT DIFFERENT CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE EXC .WHERE A IIF ENT 6. ELEVATORS SHALL BE IN ACCORDANCE WITH FBC 2014, 5TH ED, SECTION R321.1 z DETAIL IS SHOWN. O i J �p9 RD Lu MECHANICAL NOTE ROAD 5. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILT- G,'RE, AND.,NNDICAP CODES: M °°"" a a. - ....:.: , -x._ .._ _rts- . ! - " e. 3 ASE PROPOSAL FOR,A COMPLETE T� __ ECT _ . TO THE DESIGN AND B S � �_ ' 1. ALL DUCT SIZING SHALL BE IN AC,ORDANCE W RCCA MANUAL D . P TRGI O ROVIDE DUCT TESING IN ACC RDANCE GARDEN ,. „\>. �. Cz W ASHRAE STANDARD 152. 6. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL' TRASH AND 'DFBRIS REMOVED °'S°° N ALL: HORI ONTAL SURF _ AN CLASS CLEAN ALL FLOORS CLEAN, _. Z ACES DUSTED AND 2. DUCT LAYOUT AND ALL OTHER MECHANICAL FROM SITE. ALL WINDOWS D COMPONENTS ARE SHOWN ON THE APPROVED DUCT LAYO PLAN PRITCHARD Q IN G00 WOR ORD INCLUDED IN THE ENERGY CALCULATION CLEANED, AND ALL PLUMBING AND TOILET FIXTURES CLEAN AND .KING ER. CONTRACTOR ON PACKAGE PERFORMED BY OTHERS. �( . SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASS. DO NOT ALL TO ACCUMULATE. - 2 ' \... .; (U. i Navy) rc Y 2Q5 < +++ ... 3.MANDATORY . , ALL DUCTS SHALL HAVE TESTING AND SHALL BE PR R "LEAKAGE M a . O PRESSURE TESTED TO DETERMINE AI � GE IN PL R z _ ACCORDANCE CORD NCE WITH THE 2017 FLORIDAFLO IDA BUILDING CODE ENERGY CONS O3.3.3 g g _ CONSERVATION SECTION R4 w T OBTAIN ALL PERMITS PAY ALL FEES AND TAXES. CONTRACTOR SHALL GUARANTEE ALL gEP� O 15. CONTRACTOR 0 , 10 D OF NOT LESS THAN WORKMANSHIP FRE FROM DEFECTS. FOR A PERIOD OIE 1 YEAR FROM MATERIALS & W E O - 4. ALL DUCTS & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE SUB ANTIALLY ° �$T� SPRINGS m RD X THE E DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE LEAK', FREE.i z ION AND SHALL INCLUDE INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION 5. it Herlong p JQ- z WHICH MAY HAVE BEEN DAMAGED THEREBY. DUCTS IN GARAGE AND DUCTS PE ETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE w wort o�0o L9GN GARAGE SHALL BE INSTALLED ACCORDING TO FBC R302.5.2 -ate - F ,3 ,m 10 rd ST 3rd ST ml TO EXISTING CONDITIONS ARE THE BEST AVAILABLE 16. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE 6. ALL INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED =BY NAS O .... � <, C. F. G.C. � 295 g W PROCEEDING WITH ANY WORK DEPENDENT ON THE J ATE OBTAINABLE BUT ARE NOT GUARANTEED. BEFORE PR OTHERS. IF" ANY D A 'INSTALLED INSULATION MATERIALS DO NOT MATCH THE ENERGY FORMS, NEW CALCULATIONS Cecil Field O .• Naval Air O L DIMENSIONS GRADES LINES, SHALL. BE PERFORMED OR THE OR GINAL APPROVED INSULATIONS SHALL BE INSTALLED. Ste on _ DATA INVOLVED, THE .CONTRACTOR SHALL FIELD CHECK AND VERIFY ALLEVELS, 3 SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS AT THE o g OTHER CONDITIONS LIMITATIONS � m I, z O R0 o PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF 6. ELEVATORS SHALL BE IN: ACCORDAN E WITH THE FBC 2014, 5TH ED., SECTION' R321.1 DUVAL co Lu APPLICABLE DATA, AT RESULTANT EXTRA- COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO p c�aY co -0 EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION PLUMBING NOTES BY THE OWNER. KING CL t. li 1. ALL WORK SHALL BE PERFORMED Y A LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS o - WORKMANLIKE MANNER-THE COMP.,ETE SYSTEM SHALL BE FULLY OPERATIVE. 17. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED uj BY THE OWNER AND IDENTIFIED AT THE PRE-CONSTRUCTION MEETING. w 2., ALL .EXCAVATIO & BACK F m N ALL .AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A oPART' OF THIS CONTRACT. z D TO AREAS OF BUILDING NECESSARY FOR. COMPLETION OF WORK. FREE : J 18. CONTRACTOR PERSONNEL ARE CONFINE W Q OF THE BUILDING IS NOT ALLOWED. ACCESS TO ALL PARTS 3. `ALL WOR SHALL 6 SHEET NO �, K E COORDINATED ,WITH OTHER TRADES TO A VOID INTERFERENCE WITH THE w w PROCESS Of CONSTRUCTION. w RATI G S RECEIVING UNLOADING UNC N , SORTING, U 19. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY,_, , Z Co NEW EQUIPMENT FURI�iSHED BY THE CONTRACTOR. ITE-1 a Oo - SETTING IN PLACE AND PROTECTING FROM DAMAGE ALL Q � S , 4. VERIFY,,LOC UATION SIZE TRAPS INVERTS S OF ALL EXISTING UTILITIES "PRIOR TO BEGINNI_ Z THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR.� � NG A-1 CONSTRUCTION. ADVISE ENGINEER )F' ANY DISCREPANCIES. ANY COST RES UL TING FROM W o DISCREPANCIES ?. NC ES NOT REPORTED AT THIS TIME SHALL BE PAID BY THE CONTRACTOR. _ w o� �2 - Y REGISTERED TERMITICIDES IN, ", DIN SOIL APPIJED PESTICIDES, ; � o a 20: TERMITE PROTECTION SHALL BE PROVIDED B , , r< z z METH OF ITE PROTECTION ;- PESTICIDES APPLIED TO WOOD ' OR OTHER APPROVE..... TERM RO ECTION � O ` BAITING SYSTEMS, AND PE , A3 a U 5. WATER PIPING TO BE TYPE M OR TYPE L COPPER N.. PON COMPL OF THE ABOVE OR BELOW GRADE. LABELED FOR 'USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.. ETi Q o 3 z PLIANCE SHR E I T w PROTECTIVE TREATMENT A CERTIFICATE OF C, B SSUED 0 Q APPLICATION OF THE TERMITE x � ' CONTAINS I H LLOWIN THAT EO G z THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY HA 6. SOIL WASTE &VENT PIPING TO B . `:PVC. 40 DVW .. O # Z REVELATION I � STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE P O ;SUBTERRANEAN Lu STATE T z W STI6LISHEO BY FL DA DEPARTMENT TERMITES. >TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS E S-1 7. ALL FIXTURES MUST BE PROVIDED- WITH READILY o F AGRICULTURE AND 'CONSUMER SERVICES.. ACCESSIBLE STOPS O '^ J 2. . _ v IIS > ,,. . 8. WHERE DISSIMILAR METALS ARE TO BE I NATION BACKFlLLING AND COMPACTION � COMPLETE. ANY JOINED, APPROVED INSULATING UNIONS SHALL BE USED. Q W 21 TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION, _ S-3 o ' DISTURBED SOIL TREATMENT MUST BE RETREATED. U S-4 Q 9. INSULATE HOT WATER LINES WITH 1 THICK SNAP ON INSULATION FIRST 8 FEET FROM WATER i . IF RAINFA ,w RS BEFORE ,:. z E PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER LL OCCU B HEATER. _ W 22. TREATMENT SHALL 5 F2 m: U BARRIER PLACEMENT, SOIL MUST BE RETREATED. W Q. , C .NDN LIN 5 ., S-6 1 O SATE E �. BE COPPER PVC DEPENDING ON PROJECT REQUIREMENTS. _,- z - - RS SHALL BE � _ SLAB ON GRADE FLOG NG .PENETRATING CONCRETE w SLEEVES AROUND METALLIC PIPING ,.. , . . 23 PROTECTIVE ,. � _ R SPACE MITICIDE IN LA OF TER AJ�iU TION sa_�u CONTAINING MATERIALS AND RECEIVE AN AP PLICA I- ON CELLULOSE CONT U N WITH, 1 : Af _EX I W. RM NSUL��� r ' CONSTRUCTION PL), OF TWO FAMILY DWELLIN( 79 WEST 4TH STREET ATLANTIC BEACH FL BETWEEN SLEEVE AND PIPE. .� y I O , , f. l _ Lu w Z _ U Z w wC01 STRUC:TION PLAN S t- _ Z O z w U ce w _I De O U- OF r LL TW FAMILY DWELLING w Z O V)• O z , 79 WEST 4TH STREET 0 V) LLJ Lu Lu V) ATLANTIC BEACH, FL 32233 o I C �:.. JACKSONVILLE 5. ALL PERMANENTLY. INSTALLED LIGHTING fIXTUR S SHALL COMPLY WITH THE .MINI I TERNATIDNAL MUM' REQUIREMENTS PER N R � o HOWN N THESE D RAWINGS ARE INTENDED TO BE TYPICAL AND: SHALL BE AIRPORT 4. ALL DETAILS AND SECTIONS S 0 p D " z FBC ENERGY CONSERVATION R404. A N 3 TP APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE. A DIFFERENT S Lu CONSTRUED TO TERRELL RD J JPO 3' v� Z Pa DETAIL IS SHOWN. 2 O G O OAO' EW - O q N r / . P. J N 6. ELEVATORS SHALL BE IN ACCORDANCE WITH BC 2014 5TH ED SECTION R321.1 R it NRD D � U , , P a°� � 295.:. a 5 t 0 P o Z _ _ P ROAD a c e z W o N R E A i . ._ - Al.5. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING FIREAHANDICAP CODES MECHANICAL NOTESINTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETETURN_KEYPROJECT _ M R Gt v- m 0O r P FR DY :. OUT` E R - 415 9 H O < GARDEN A LVD K8 105. ._ CL Ii _l - 1ALL DUCT SIZING SHALL BE IN ACCORDANCE ACCA MANUAL D : PROVIDE DUCT TESING IN C�R AN CE CISCO a Ribautt ti Oh n S R e - Bl 6 PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH ANDQE FiS REMOVED 5 O W' ASHRAE STANDARD 152.. EEiFIE FROM SITE. ALL WINDOWS AND CLASS CLEAN, ALLFLOORSCLEAN, ALL HORIZONTAL SURFACES DUSTED AND ount I: 105 •:.. PRlTCHARD E .. � 17 /' 4i. : r C .. ". RD _ - ❑¢ k . 1. O 0 _ ALT � Z_ CARDONTCLEANEDf AND ALL PLUMBINGAND TOILET FIXTURES CLEAN AND INGOOD WORKING ORDER. CONTRACTOR Whitehouse DUCT LAYOUT AND ALL OTHER MECHANICAL COMPONENTS ARESHOWN ON THE LAYOUT PLAN FeldU:S: NERRIFSHALL HAUL ALL FROM SITE ON A REGULAR BASIS. D0 NOT ALLOW TO ACCUMULATE. ?9 D O Je O yZ R IN r o Y 3 m a� INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS. � _ y W 0 W : N 4J ❑ MM a 2 s C a `. a O x > I 109 w a n o 9 I O } ¢ O ARLINGTON , ❑ EXP. ESSWAY -+ F • a , : R g I e 10 99A IA. LY TIG ' 10 SHALL GI,RANTEE AL CTS &AIR HANDLERS "NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED T0: BE SUBS T _ N CONTRACTOR L 3. ALL U AND TAXES. CO D 15. CONTRACTOR TO OBTAIN ALL PERMITS,, PAY ALL FEES A _ LP o , - BLVD 7 B s, D � LEAK FREE. N' THAN 0 1 YEAR ys i F NOT LESS E R FROM T FROM DEFECTS:. FOR A PERIOD 0 AL MATERIALS & WORKMANSHIP FREE . SPRINGS ) •i t RD X ITE F , S ¢ O " J N �n d90 N Florida Ir CmoluleTHE DATE OF ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE WITHOUT 'ADDITIONAL CHARGE s gg ) e - LVD .. AC AT �. TH, > 90 TS PENETRATING THE WALLS CEILINGS SEPARATING" H DWELLING FROM DUCTS I GARAGE AND DUCTS E DWELL 4 N O 105 - OF THE INSTALLATION PHASE Ev MENT OR REPAIR OF ANY OTHER U REPLACEMENT ,7 ❑ 0 N AND..SHAL L INCLUDE INCLUDE R a ❑ Q t` 5� ego F R 02. ., J \.. :. Unry rst of : GARAGE SHALL BE INSTALLED ACCORDING ' TO C 3 �9 x o_ D J LSON : North FMnda -, i rt 33 Z DAMAGED THEREBY.. � O O 0 HAVE BEEN D m WHICH MAY HA , 2 �- n _.. uNNE 1 �'. EXPRESSWAY _. :O gg U E E ALL. INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENE Y CALCULATION PACKAGE PERFORMED' �( �, Q 5 I TIMU U N 10 rd T i r T R F IONS NAS OTHERS. IF ANY `INSTALLED INSULATION TERI LS DO NO M CH THE ENERGY FORMS, `NEW CAL ,LAT p ARE THE "BEST AV , T EXISTING CONDITIONSAILABLE TH DRAWINGS IN REFERENCE 0 E DILATED ON E 295 - 95 16. DIMENSIONS INF.G.G. C O SHALL BE PERFORMED OR THE ORIGINAL PROVED INSULATIO SHALL BE INSTALLED. LuDEPENDENT� m WORK WITH ANYON Uacicsonv Ile UT ARE NOT'GUARANTEED. PROCEEDINGTHE DATE:. CWi Field B, -, BA EA O Jacksonville ,. .... ...Naval Air _ Naval -._. _O O O BL D ALL DIMENSIONS GRADES LINES Station. F z21 : Air Station K AND VERIFY LEVELS THE CONTRACTOR SHALL FIELD CHECK SUNBEAM VED , DATA INVOLVED, f , a g ut 6 LEVATORS SHALL BE IN ACCORDANCE WITH FBC 2014 .5TH E . SECTION R321. m , 3 E O N a SCFMILES ,... ALE O - ERRORS. IF ANY WORK 0 AVOID CONSTRUCTION A IS AT THE SITE T TIONS `OF LIMITATIONS R : TH R CONDI., g 0 OTHER :: ,., 0 i t 4 DU AL CO 10 TO ADEQUATE VERIFICATION OF F HIS SUBCONTRACTORS PRIOR o THE CONTRACTOR OR ANY 0 S Q PERFORMED BY E CLAY co ,. „: .: 13 LIJ 02nga-:. f U CONFORM OR WORK AS REQUIRED TO 0 RM T0' Park T RESULTANT EXTRA COST FOR ADJUSTMENT Q DATA A APPLICABLE 29� , ' - '. ST AUGUSTINE 224 / - GR t D. PLUMBING S GREEN REIMBURSEMENT OR COMPENSATION SLEY _TO CONTRACTOR WITHOUT REI KING LIMITATIONS, SHALL BE ASSUMED BY THE CO T EXISTING LIMIT o E ISTI G CL BY THE OWNER. Lu 1 I ALL WORK SHALL BE PERFOR Y A LICENSED UMBING CONTRACTOR IN A FIRST-CLASS S 0 WORKMANLIKE ANLIKE MANNER. THE COMPL YSTEN SHA L BE FULLY OPERATIVE. 0 L11)..:ION MATERIAL AND E U P MENT SHALL BE DETERMINED FOR STORAGE OF CONSTRUCT Q W 17. A DESIGNATED LOCATION C Ill VICINITY MAP BY THE OWNER THE .PRE AND IDENTIFIED AT H CONSTRUCTION MEETING. uj 2. ALL EXCAVATION & BACK FILL AS REQUIRED FOR S ASE OF CONSTRUCTION SHALL BE A E C Do Q 0 0 PART F THIS CONTRACT.. z 18 CONTRACTOR PERSONNEL N ARE CONFINED TO AREAS OF BUILDING G .NECESSARY FOR COMPLETION OF WORK. FREE P J Q .. SHEET NO, T ACCESS TO ALL PARTS OF THE BUILDING IS NOT :ALLOWED.E I TLE 3 ALL WORK SHALL BE COORDINATED WITH OTHE TRADES TO A VOID INTERFERENCE WITH THE V). A-1 PROCESS OF CONSTRUCTION. k FLOOR PLAN A A-3 Z 1N UNCRATING SORTING Y RECEIVING' UNLOADING, 9. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVER , -4 FLASHING PLAN - -ELECTRICAL PLAN -7 00 o o " I FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE CONTRACTOR. SETTING IN PLACE, AND PROTECTING A Q 3 GENERAL NOTES S-3 FRAMING PLAN v t_ Q THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR. 4. VERIFY -LOCATION SIZE TRAPS INVERTS OF ALL TI EXISTING UTILITIES PRIOR TO BEGINNING ; 0 W FRAMING DETAILS ELECTRICAL NOTES DRAINAGE PLAN CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. ANY: COST RES UL TING FROM J. -Q NT THAT THIS WORK BE IN CONFORMANCE WITH THE FLORIDA .BUILDING CODE 2017 6TH ED. 1. IT IS THE INTENT , AND ALL AUTHORITIES HAVING JURISDICTION OVER R THIS TYPE 0 F CONSTRUCTION AND OCCUPANCY. DISCREPANCIES NOT REPORTED AT THIS TIME HALL BE PAID BY THE CONTRACTOR. i BUILDING STRUCTURE INFORMATION I o o o ' N L DING SOIL APPLIED. PESTICIDES, PROTECTION' SHALL BE PROVIDED BY REGISTERED TE RMITICIDES ICU E 20. TERMITE PROTE , RESIDENTIAL . Z z Q o APPROVED METHODS OF TERMITE PROTECTION BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER A } <, 0 CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 1. A ELECTRICAL WIRING TO BE IN ACCORDANCEWITH ALL 2014 FLORIDA BUILDING CODE 5TH EDITION RESIDENTIAL 5. WATER PIPING TO BE TYPE M OR TYPE L COPPER ABOVE OR BELOW GRADE. F z 0 APPLICATION OF THE TERMITE PROTECTIVE TREATMENT" A CERTIFICATE OF COMPLIANCE 'SHALL BE ISSUED TO AND 2011 NATIONAL ELECTRIC CODENE C . Q N. z COMPANY THAT CONTAINS THE FOLLOWING THE LICENSED PEST CONTROL 0 THE 'BUILDING DEPARTMENT BY E o DVW. CONDITIONED SPACE: ........................ 2516 S.F. STATEMENT. THE B UILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN y o N AN DIMENSIONS AT THE JOBS TE PRIOR TO COMMENCING CONTRACTOR SHALL VERIFY ALL CONDITIONS D E 2 THE CONTRAC 2 ALL SMOKE DETECTORS AND CARBON MONOXIDE C DETECTORS SHALL BE IN ACCORDANCE THE 014 E2 UNCONDITIONED 0 ED SPACE ....................746 S.F. 'E+ Z Lu WORK. CONTRA CTOR SHALL REPORT ALL.- DISC E PANCIES THE DRAWINGS AND EXIST ING CONDITION TO THE A IN D1- FLORID BUILD G CODE 2 4. , .WITH TOTAL SPACE..............................3262 S.F.R _ Q W z _o ENGINEER PRIOR TO COMMENCING WORK.: 'TYPE OF CONSTRUC 10 .... ..' CONSTRUCTIO ION BACKFILLING AND COMPACTION IS COMPLETE. ANY 21. TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION, JOINED, WHERE DISSIMILAR METALS ARE T BE JOINED 8. S Q APPROVED INSULATING UNIONS SHALL BE USED. ELECTRICAL CONTRACTOR SHALL PROVIDE ARC ' FAULT CIRCUIT INTERRUPTERS IN LIVING DINING HALLWAYSAND CC -3. Lu z OM R F R39 BEDROOMS 2014 BC 02.12 •N INSULATION FIRST i FEET FROM WATER FIRE SPRINKLERS.............................. NO c� U W z= I HEATER. ; ENGINEER N MAY NOT SERVICE, ARE THE PROPERTY OF THE ENG E A D MA 0 3. THESE DOCUMENTS, ENTS AS INSTRUMENTS OF E MAX HEIGHT OF STRUCTURE 16.1 BARRIER PLACEMENT, MENT SOIL MUST BE RETREATED. Q USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN N CONSENT OF THE ENGINEER. 4. ALL OUTDOOR RECEPTACLES SHALL BE PROTECTED FROM MOISTURE PER 2014 F BC R3905.11 ............. - ON PROJECT REQUIREMENTS. o I C �:.. JACKSONVILLE 5. ALL PERMANENTLY. INSTALLED LIGHTING fIXTUR S SHALL COMPLY WITH THE .MINI I TERNATIDNAL MUM' REQUIREMENTS PER N R � o HOWN N THESE D RAWINGS ARE INTENDED TO BE TYPICAL AND: SHALL BE AIRPORT 4. ALL DETAILS AND SECTIONS S 0 p D " z FBC ENERGY CONSERVATION R404. A N 3 TP APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE. A DIFFERENT S Lu CONSTRUED TO TERRELL RD J JPO 3' v� Z Pa DETAIL IS SHOWN. 2 O G O OAO' EW - O q N r / . P. J N 6. ELEVATORS SHALL BE IN ACCORDANCE WITH BC 2014 5TH ED SECTION R321.1 R it NRD D � U , , P a°� � 295.:. a 5 t 0 P o Z _ _ P ROAD a c e z W o N R E A i . ._ - Al.5. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING FIREAHANDICAP CODES MECHANICAL NOTESINTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETETURN_KEYPROJECT _ M R Gt v- m 0O r P FR DY :. OUT` E R - 415 9 H O < GARDEN A LVD K8 105. ._ CL Ii _l - 1ALL DUCT SIZING SHALL BE IN ACCORDANCE ACCA MANUAL D : PROVIDE DUCT TESING IN C�R AN CE CISCO a Ribautt ti Oh n S R e - Bl 6 PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH ANDQE FiS REMOVED 5 O W' ASHRAE STANDARD 152.. EEiFIE FROM SITE. ALL WINDOWS AND CLASS CLEAN, ALLFLOORSCLEAN, ALL HORIZONTAL SURFACES DUSTED AND ount I: 105 •:.. PRlTCHARD E .. � 17 /' 4i. : r C .. ". RD _ - ❑¢ k . 1. O 0 _ ALT � Z_ CARDONTCLEANEDf AND ALL PLUMBINGAND TOILET FIXTURES CLEAN AND INGOOD WORKING ORDER. CONTRACTOR Whitehouse DUCT LAYOUT AND ALL OTHER MECHANICAL COMPONENTS ARESHOWN ON THE LAYOUT PLAN FeldU:S: NERRIFSHALL HAUL ALL FROM SITE ON A REGULAR BASIS. D0 NOT ALLOW TO ACCUMULATE. ?9 D O Je O yZ R IN r o Y 3 m a� INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS. � _ y W 0 W : N 4J ❑ MM a 2 s C a `. a O x > I 109 w a n o 9 I O } ¢ O ARLINGTON , ❑ EXP. ESSWAY -+ F • a , : R g I e 10 99A IA. LY TIG ' 10 SHALL GI,RANTEE AL CTS &AIR HANDLERS "NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED T0: BE SUBS T _ N CONTRACTOR L 3. ALL U AND TAXES. CO D 15. CONTRACTOR TO OBTAIN ALL PERMITS,, PAY ALL FEES A _ LP o , - BLVD 7 B s, D � LEAK FREE. N' THAN 0 1 YEAR ys i F NOT LESS E R FROM T FROM DEFECTS:. FOR A PERIOD 0 AL MATERIALS & WORKMANSHIP FREE . SPRINGS ) •i t RD X ITE F , S ¢ O " J N �n d90 N Florida Ir CmoluleTHE DATE OF ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE WITHOUT 'ADDITIONAL CHARGE s gg ) e - LVD .. AC AT �. TH, > 90 TS PENETRATING THE WALLS CEILINGS SEPARATING" H DWELLING FROM DUCTS I GARAGE AND DUCTS E DWELL 4 N O 105 - OF THE INSTALLATION PHASE Ev MENT OR REPAIR OF ANY OTHER U REPLACEMENT ,7 ❑ 0 N AND..SHAL L INCLUDE INCLUDE R a ❑ Q t` 5� ego F R 02. ., J \.. :. Unry rst of : GARAGE SHALL BE INSTALLED ACCORDING ' TO C 3 �9 x o_ D J LSON : North FMnda -, i rt 33 Z DAMAGED THEREBY.. � O O 0 HAVE BEEN D m WHICH MAY HA , 2 �- n _.. uNNE 1 �'. EXPRESSWAY _. :O gg U E E ALL. INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENE Y CALCULATION PACKAGE PERFORMED' �( �, Q 5 I TIMU U N 10 rd T i r T R F IONS NAS OTHERS. IF ANY `INSTALLED INSULATION TERI LS DO NO M CH THE ENERGY FORMS, `NEW CAL ,LAT p ARE THE "BEST AV , T EXISTING CONDITIONSAILABLE TH DRAWINGS IN REFERENCE 0 E DILATED ON E 295 - 95 16. DIMENSIONS INF.G.G. C O SHALL BE PERFORMED OR THE ORIGINAL PROVED INSULATIO SHALL BE INSTALLED. LuDEPENDENT� m WORK WITH ANYON Uacicsonv Ile UT ARE NOT'GUARANTEED. PROCEEDINGTHE DATE:. CWi Field B, -, BA EA O Jacksonville ,. .... ...Naval Air _ Naval -._. _O O O BL D ALL DIMENSIONS GRADES LINES Station. F z21 : Air Station K AND VERIFY LEVELS THE CONTRACTOR SHALL FIELD CHECK SUNBEAM VED , DATA INVOLVED, f , a g ut 6 LEVATORS SHALL BE IN ACCORDANCE WITH FBC 2014 .5TH E . SECTION R321. m , 3 E O N a SCFMILES ,... ALE O - ERRORS. IF ANY WORK 0 AVOID CONSTRUCTION A IS AT THE SITE T TIONS `OF LIMITATIONS R : TH R CONDI., g 0 OTHER :: ,., 0 i t 4 DU AL CO 10 TO ADEQUATE VERIFICATION OF F HIS SUBCONTRACTORS PRIOR o THE CONTRACTOR OR ANY 0 S Q PERFORMED BY E CLAY co ,. „: .: 13 LIJ 02nga-:. f U CONFORM OR WORK AS REQUIRED TO 0 RM T0' Park T RESULTANT EXTRA COST FOR ADJUSTMENT Q DATA A APPLICABLE 29� , ' - '. ST AUGUSTINE 224 / - GR t D. PLUMBING S GREEN REIMBURSEMENT OR COMPENSATION SLEY _TO CONTRACTOR WITHOUT REI KING LIMITATIONS, SHALL BE ASSUMED BY THE CO T EXISTING LIMIT o E ISTI G CL BY THE OWNER. Lu 1 I ALL WORK SHALL BE PERFOR Y A LICENSED UMBING CONTRACTOR IN A FIRST-CLASS S 0 WORKMANLIKE ANLIKE MANNER. THE COMPL YSTEN SHA L BE FULLY OPERATIVE. 0 L11)..:ION MATERIAL AND E U P MENT SHALL BE DETERMINED FOR STORAGE OF CONSTRUCT Q W 17. A DESIGNATED LOCATION C Ill VICINITY MAP BY THE OWNER THE .PRE AND IDENTIFIED AT H CONSTRUCTION MEETING. uj 2. ALL EXCAVATION & BACK FILL AS REQUIRED FOR S ASE OF CONSTRUCTION SHALL BE A E C Do Q 0 0 PART F THIS CONTRACT.. z 18 CONTRACTOR PERSONNEL N ARE CONFINED TO AREAS OF BUILDING G .NECESSARY FOR COMPLETION OF WORK. FREE P J Q .. SHEET NO, T ACCESS TO ALL PARTS OF THE BUILDING IS NOT :ALLOWED.E I TLE 3 ALL WORK SHALL BE COORDINATED WITH OTHE TRADES TO A VOID INTERFERENCE WITH THE SITE -1 CL W. A-1 PROCESS OF CONSTRUCTION. k FLOOR PLAN A A-3 LuN 1N UNCRATING SORTING Y RECEIVING' UNLOADING, 9. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVER , -4 FLASHING PLAN - -ELECTRICAL PLAN -7 00 o o " I FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE CONTRACTOR. SETTING IN PLACE, AND PROTECTING A Q S-2. ,:4 S-3 FRAMING PLAN v t_ Q THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR. 4. VERIFY -LOCATION SIZE TRAPS INVERTS OF ALL TI EXISTING UTILITIES PRIOR TO BEGINNING ; S-6 FRAMING DETAILS z N DRAINAGE PLAN CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. ANY: COST RES UL TING FROM Z W 0 DISCREPANCIES NOT REPORTED AT THIS TIME HALL BE PAID BY THE CONTRACTOR. i I o o o ' N L DING SOIL APPLIED. PESTICIDES, PROTECTION' SHALL BE PROVIDED BY REGISTERED TE RMITICIDES ICU E 20. TERMITE PROTE , , Z z Q o APPROVED METHODS OF TERMITE PROTECTION BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER A } <, Q - OF THE LABELED FOR USE AS A PREVENTATIVE TREATMENT. TO NEW CONSTRUCTION. UPON COMPLETIONE 5. WATER PIPING TO BE TYPE M OR TYPE L COPPER ABOVE OR BELOW GRADE. F CIL o LLL Z ' Q APPLICATION OF THE TERMITE PROTECTIVE TREATMENT" A CERTIFICATE OF COMPLIANCE 'SHALL BE ISSUED TO Q N. z COMPANY THAT CONTAINS THE FOLLOWING THE LICENSED PEST CONTROL 0 THE 'BUILDING DEPARTMENT BY E 6. SOIL WASTE &VENT PIPING TO BE PVC. 40 � DVW. o Z-_ w STATEMENT. THE B UILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 1 I- z W � TERMITES. R THE RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT TREATMENT IS IN ACCORDANCE WITH 'E+ 3 o I OF AGRICULTURE AND CONSUMER SERVICES. PROVIDED WITH READILY 7. ALL FIXTURES MUST BE PR D EA ACCESSIBLE STOPS _ Q Z Q ION BACKFILLING AND COMPACTION IS COMPLETE. ANY 21. TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION, JOINED, WHERE DISSIMILAR METALS ARE T BE JOINED 8. S Q APPROVED INSULATING UNIONS SHALL BE USED. ;Y W o DISTURBED SOIL TREATMENT MUST BE RETREATED. .o z J Q J H LINES WITHT' THICK SNR 9. INSULATE OT WATER L •N INSULATION FIRST i FEET FROM WATER c� U W z= BARRIER. IF RAINFALL OCCURS BEFORE 22. TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL BAR R HEATER. ; BARRIER PLACEMENT, MENT SOIL MUST BE RETREATED. Lu. Z Q 10. CONDENSATE LINES TO BE COPPER PUC DEPENDING ON PROJECT REQUIREMENTS. z w 23. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL BE z O .,n.t Orli 1 it ti£`r lV1AITAIAIIAIf% 11ATCDIAI C Akin .Drf\cn/C.AAI ADDI IrAT1r1AI (11' TCD#:AITI(`If)ClAi AAIAII 11 AD CDA(`C SITE -1 SITE PLAN A-1 ELEVATIONS A-2 FLOOR PLAN A A-3 ROOF PLAN -4 FLASHING PLAN - -ELECTRICAL PLAN S-1 STRUCTURAL U NOTES S-2. FOUNDATION PLAN LAN S-3 FRAMING PLAN S-4 ROOF TRUSS PLAN S-5 FOUNDATION DETAILS S-6 FRAMING DETAILS C-1 DRAINAGE PLAN U W ry w 0 U LLw LU z O N 12 5 11 O IT 11 11 IT 11 11- z 11 111111 U- 11 IT 11 11 IT I J. z 11 IT 11 11 IT 11 11 IT 11 1111 0 11 Il IT II IIITII IIITII 111 11 11 IT III I IITII 11 Jill 111111 HIT IT 1 11 IT 11 low 111111 1111 O PLATE HT. z _ _ LU o `o z, Lu >_ 1X TRIM O wo L/1) ZD -1 vi z_ LAP SIDING� � OPEN Q F.F.E. LU Q GRADE U O z 0 0 J laow ]-�,EV) SCS. w LU z z LU z Q 12 5I O LL z LU z O U z PLATE HT. --- PL LU G O o' 1X TRIM 1X D o LAP SIDING O LAP SIDING LAF Q u; O V) F.F.E. F.I 00 !lk - � Q ON z O ¢ 0 z ,- 0 �U Qo �z �Q O J z —� 0 _. to 3W — z PLATE HT. C) _ LU \_ ,( `l RIGHT O ELEVATION w 1X TRIM > SCALE4 = 1'-0" o 0 - cl� z 0 ¢ LAP SIDING C) w U cn w w U 0 = F.F.E. Q.0 N V) < CL Uz 12 O 5 1- O w 00 Q Q Q PLATE HT. Q U-1rV .. W US Q` z �z 1X TRIM i- w N LAP SIDING OPEN z -z Quj C) F.F.E. U' J W J W .z V. z _ z LU w w RFAR ELE� LU z� z W 3 - z p --z Q �z UJ 00 Z 3.O _ 12 51 O z r Z O W p PLATE HT LUZ z �w W �.CD r n. Z Z LU 1X TRIM Z w L") rn LAP SIDING o OPEN Q' Z 12 Q O F.F.E. LU z U N O Z.. O FRONTELE) O Z".WA W LUZ Z Z Q' 12 O z N O _ U PLATE HT. Z Uzi I 3 , 4•• � O 0:� 1X TRIM CL o LAP SIDING O LAP SIDING Q, LL; F.F.E._: ry CO OO �Q LL.OZ z0 - Q- z0 z O QU C) _ CL rill OQ LU "' 00 =Z 3 w PLATE HT. z:�iIF 0 0 LU --i RIGHT E�LENATIO C)>-_ w 1X TRIM CL w w> SCALE 1- � o w0 4 - , 0Q LAP SIDING sz o U W wU m J OQ F.F.E. Z= Q.O CL U z _ z' O 5� _ OU U .. z C oO oCL Q Q PLATE HT. — – J Q W � W W Qcn 1 -4" Z O � - z1X TRIM LU U �- w w _ o Q 3 LAP SIDING OPEN Z 00 III z v, w Q o F.F.E. J w J w . Z - Z Lw RaRz Ww W _ (D_ z LU Z �z wo QN �z LU 00 _ U Lu LLLI O U Lu V J z 7 O O O O a. Z LL.. `? r 35-0 35 -0 L.t.1 t.rl J Z 018'-1 N, 0 18'-10 16'-2" Z: O .132 41 - - v� 0 36 54 _ — 5 2 5 2 5 4 _ _ Z_ 36 410 13 2 3 0 w 0 ' „ 1 8 4 61T-8" 13 8 5 2 5 2_ o z11 $ w Z 3050 S.H. T30 50 S.H. Lu 0 O R &S *2868 , N N 'k 2668 B.F. PATIO _ 1 11 —IT 2 F. 0 „ _ PATIO 4 _ �-3aocoCLG. HT. 9V � - 0 Lo , CLG. HT. 9 a , opM co 2868 - 0 0 2 3050 S.H. 50 5 2 3050 S.H. w 0ui a o0 U N- N - n` N BEDR #2 —13 -10 OOM w U. BEDROOM #2 O 13-10 OOM z GLG. HT. 9 CLG. HT. 9 O O 0 Z w w o 0 U. 2 2668 B.F. c) 2 2668 B. F. < > < Z N J _ MASTER N MASTER -� W Lu - N - _ th ti LU BEDROOM >N , , BEDR z )ROOM Ll.i R&S v � N N CLG. HT. 9 � .- v CLG. HT � R&S _ b b .9 o , , R _ _ N &Sr_R, z. &S N T W r r i Z 0 , u , u r n a u J 4 2 _ _, _ 5 -4 5 3 L2868 _ 37 37 22 B.F. 53 54 42 �.. a 668 0 2 2668 B.F. o 0 . 1- 1 0 5'-10' 5'-1 0 5 -10 5 10 o' �- 2868 �' z, 2668 PK. Lu — 2 68 PK. 6 z BEDROOM#1 smwm—p BEDR #1 0 _� 2 o OOM N _ _ ' CLG. HT. 9 o x o - � CLG. HT. 9 c\I N N _ _ N NO Z00���� CIN���� N d' � 0W l�J[l171. 1�J!•!A 1. 'p� X 1BATH Jal� 1 `�-3030B 2 30G 3 , O _ co _ 31 0 0 31 _ O 3050 S.H. � O 00 3050 S.H. CL o= o _ - - 6 B.F. 2868 6s _ _ cn N N _ .668 B. F < _ 06 o M a, 2868 _O M M , C) ... O : - N � � 1'[J$ 17: H _ O O p�p 2068 B.F. O O <, 206$ B.F. RFF'. I— O a r — O v -1 �.! , co ao r+ a, w tca N lu� _ O d7 oLL-ALK IN v WALK IN J W0 N u� ca _ Q KITCHEN m ,_ N- X CLG. HT. 9 LA , CLG. HT. 9 868 PK. � CLG. HT. 9 � , X � cs3 N 2868 PK 00 CLG. HT. 9 N V— N O O O R&S DW R&s L ju) ZY) Z �` ` DW 0 t. M M 2068 'k-- 0 , DEMON Ln N Z H M cL 2068 J ' 0 42 A.F.F 3068 a m 0 zz 3 068 ;,, 42 A.F. F 04 0 "v Lj V ►- A WH AHU, BVH ttl U M` M N a 20 IN. FIRE RATED DOOR i 20 MIN: FIRE RATED DOOR WS ELF CLOSING DEVICE WlSEIFCLOSINGDE ICE 4" V Z _ 0 _ .r a �- N 1 N I O _. O t • N u... 2 _ — �, 0 , 3 5 „ 00 6 0 ,; 4 - - �-- - - 1 5 -4 _ 8 10 w S 10 _ _ _ 5 4 V Z N N 41 60 35 20 J N W M M N O /+� O V) MEEZ A TTIC A CCESS ATTIC ACCESS 3 MOMJ LL. w „ „ O MIN. 22 x30 „ „ -Z LIVING MIN. 22 x30 � ROOM _ - - LIMN M 0 ._ G R00 d- CLG. HT. 9 CLG. HT. 9' J - ��r.:. t I a w 0- o oC N _ o Lu , M -Q.r ti w ' o' 0 ■ ■ z GARAGE 0 0 ARAGE 0 a CLG: HT. 9 ■ ■ ■ ■ C) F_ CLG. HT .9 Lu U V) W LL - U m - J J DRANG ROOM a DINING ROOM a' � PROJECT ECT #. LG. HT. l SHD 79 -4TH C 9 _ _ L H z 0 W C G. T. 9 r3068� z3068 Y LL 7 , J w - _ a Y. 0 U DESIGNED: KCM a CLLu 0 O z _ , 2 30 50 S.H. o �) _1(2)_ DRAWN: c.� , M3050 S.H..RA N.KCM O _ c� - O z , N O U N, J w 4-4 3 U 1- T-16" 4_ 4 _ _ 4 -4 SCALE. -44 36 /�$ z a —� NOTED LD 12 _ ,. 2 38 21 100 - ,_ _ _ 21 21 100 _ _ � 21 38- 122 x Lu o O 15 LJ o--1 0 � �� 174 ISSUED: /18 _ LIED. 15 10 Z _ 30 0 _ 10 0 _ a a 30 0 -p - J ,_0 „ REVISION-]: a W _ o' 70 n LU W 0 a V) Z :REVISION_; 2. .' zO U w � Lu _a� U NI c Q 3 v, viz - - FLOOR PL W- zcn O `D w LU w . �� ,� SCALE• = 1" 0 o AP 4 j oz J W _ w Z J w _ . Z _ 0 U NI _ z _z O `D w LU w AP _ w Z SHEET i.0 3 Z 1=z O a— z A-2, w r� o— N U LAj Lu F- Q O ROOF PITCH PER ELEVATIONS U PARTITION WALL AND ROOF PLAN _/ ENGINEERING TRUSSES 24 O.C.O C Lu PRE @ (MAX)( ) SEALED CALLS. BY A FLORIDA SIGNED & S 12 R ESTERED ENGINEER Z EG ASPHALT SHINGLES OVER 0# FELT & SHEATHING. ATHIN . SEE R 30 IN UL. MIN. SEE STRUCTURAL PLANSFOR DETAILS RYFORMSFOR O O ENEG _.__ _______ N Vi HURRICANE TIE E A. TRUSS PER INSULATION SPECS. O FRAMING PLAN z; ,11 , V E 9 -1 - PLATE HT. MTC. DRIP EDGE _ cn _ 1 4 D 2x FASCIA Z O —ABLE VENTED VINYL ALUMINUM 2x BLKG @G ABLE FIT- ' Z; • SOFIT 1 € OBL. 2 O x TOP PLATE. SE .���.,..�...V.. ..., ._...�...w _ 1 _ T TUBAL PLANS Z f , S RUC � Lu HEADER. PER � 1 4 0- FRAMING PLAN. € E z E Z wNIT A WINDOW U S PER > _ I _ ELEVATIONS AND FLOOR PLAN _ _ E w` €t WINDOWSILL PER BUILDERS � E € SPEC. CAULKED @WINDOW I I I R-13 BATT INSULATION MIN . 2x SILL PLATE INSULATION SPECS. 1/2 W.B. SEE ENERGY FORMS rI � E ,iEI v � E - 0 EXTERIOR R F INISH € W 2x WALL FRAMING. w NS. _ � I , J `PER ELEVATIONS. E STRUCTURAL -SEES UC f Q I U CL PLANS. _ Io LL E 2x4 P.T. SOLE PLATE I O Ll w � J 0011 FIN. FL R. I - R. OIr w` E SEE FOUNDATION PLAN FOR ALL I € _U THIS IS FOR TING DETAILS. S FOO _ r AND MAY NOT ILLUSTRATION ONLY A ILLUS \ € \ € 0 ` 1 / REFLECT ACTUAL Z REFL / r/ \ \ N SYSTEM. � € ' w FOUNDATIO S S w Z: Lu ry I 1 � p� ,_ I € 3 € f _ � U Z, E 3 € i LL SECTION -^�. 0.:. a TYP. EXT. W INDOW FRAME WA i, 1 , 1/2 1 0 Q €€ € € _ 1 € E g^ El - Z Lu E € J f � Z _ I � I O` _ i q I Z W H:,.. E _ a _€ O SEAL GYPSUM TIGHT TO BOTTOM BOARD G TYP. W/ FIRE DECK UNDERSIDE,€� I OF ROOF D CAULKING. PLYWOOD w/ H CLIPS 4'-0" FIRE RETARDANTLYWOO O EACH SIDE OF UNIT SEPARATION WALL. NO _ PENETRATIONS PERMITTED INTO FIRE PE E [ RETARDANT 1 PLYWOOD. ___ . � U PRE ENGINEERING TRUSSES @ 24 _ (MAX)/ SIGNED & SEALED 1 11 w O.C.o.4'-0"€ 1 f ( ) 4 0 ,:: oIe,: f N ,.,_ v, CALLS. BY AFLORIDA REGISTERED ,. Eis E � COry _ ENGINEER - _ € N Ocq a € _ _ N �, E l Z ps A , i _ MM M` Ln 1-1/4" THICK MINERAL WOOL FIRESTOP FRICTION ZO FITTED TOABOVE 2ND FCR. DBL. TOP PLT CONT. TO ' NO - f _ W I. t..r.] N _a TOP PLT 2ND FLOOR V � O BELOW THE DBL. I zz ., I" L.tl I E N U :.... I CL_ Z O a R OINSUL. MIN SEE ENERGY FORMSRMS FORR Q 'CI"' Lu INSULATION N SPECS. f V I I Z -E O OO l _ V) 9'-l' O PLATE HT. LL 1 t.t.1 Z Q Vi w € I E Z I _ i 0 2X4 WOOD NAILERS AT GELLING TYP. ' � V I _ a I ATE. SEE GP`` IP TOP PL �.L N BREAKAWAY CLIPS BRE .�..._.w.... .�� f >- 25G�. @ R SPECS. _ M; �I O SHA FTLINER'MANU AL FO S _ Lu " g € € CL ■ U, f C) BMEMO B �...... LOP z R13BATT INSULATION N MIN. O a 0 SEE ENERGY FORMS FOR `INSULATIO N SPECS. APPROVED R O E d Lu w Lu co J 2X4 WALL FRAMIN GSEE' PRO ECT #. SHD 79 -4TH l O a STRUCTURAL FOR TYPE & SPACING z VENTILTA ION CALCULATIONS _ Jry DESIGNED. KC ; a O 111 M - CD X PLYWOOD W/ FIBER CEMENT SIDING z V, U VENTILATION REQUIRED:U'IED. a R PIT A XT Lu Z -SHAPED METAL TRACK SCREWED BACK TO BACK ATTIC SPACE 3,761 S FT U DBL C Z 3,761 / 300 = 12.54 SQFT 0 v 1� 12.54 X 144 = 1805.3 SQIN SCALE• = Uw 4 Z '- _ ' a 1806X 0.5(50%) 903 SQIN NET FREE ROOF VENT :REQ D 0 0'-0" FIN FLR. _ C -SHAPED METAL TRACK INSTALLED ALONG BASE & 1806 X 0.5 50% = 903 SQIN NET FREE SOFFIT VENT REQ'D W X ( ) Q WALL ENDS OF SHAFTLINER. FASTEN TO SLAB @ 24 ry O.C. SET IN SEALANT AT WALL ENDS. o � 1 / / •' • . ' . / UPPER ROOF VENT SPECS. z r)// r \ /\/\ NOTE. Q \ \ \ DRAFTSTOPPING SHALL BE INSTALLED IN 4 -O VENT PROVIDES 144 SQIN NET FREE SPACE J o I g Lu ACCORDANCE w/ SECTION R202 OF T HE 2014 01 VENT PROVIDES 2 16 S( LN NET FREE SPACE6 � wFLORIDARIA RESIDENTIAL BUILDING CODE. w< 0 81 1V NT PROVIDES 88 SQINNET FREE SPACE a N 2x4 P.T. SOLE PLATE &ANCHOR Z BOLTS(SEE FRAMING PLAN FOR 0 SPECS) UPPER ROOF VENT REQUIREMENTS: Z v w () 4,-0,, 1 VENT @ 144 SQIN = 144 r=g1/2 . FIRE SEPARATION WALL SECTION 1 11 _ �a (1) 6-0 VENT @216 SQIN-0 3 � 2_ _ 1 11 NDATION PLAN FOR ALL FOOTING DETAILS."- . z SEE 1=®U 1 0 3 8 -0 VENT @ 288 SQIN = 864 0 Q PROVIDED z N TOTAL 1,008 SQIN NET FREE ARE A 0 DED > 903 SQIN _z Z 11J REQUIRED a:�E a� J Lu J J W .Z Q (D z _Z Lu LU w w Z O -Z— w 3 ZV) P:Z -a 0 z LU o- N B TYP. UNIT WALL SEPARATION ASSEMBLY: SOFFIT VENTS REQUIREMENTS: TC RATIN 360 373 2` HOUR FIRE RATING/ 66 S G LIN PT OF SOFFIT AVAILABLE UL U 1 LASS SHAFTLINER INSERTED I TWO LAYERS OF GEORGIA PACIFIC OENSG 2 -25Ga. - IN AIR FLOW PER LIN. FT. 5.89 SQ NOTE: H -STUDS 24 O.C. MIN. w/AIR SPACE ON BOT IDES MUST BE MAINTAINED BETWEEN LINERER TOTAL 2120 NET FREE SOFFIT AREA PROVIDED > 903 .SOUND TESTED X4 TUD WALL W/ GYPSUM PANELS & ADJACENT FRAMI WALLBOARD SQIN REQUIREDUIRED THE ABOVE ROOF DATA DOES NOT INCLUDE I! (REPLACE GYPSUM W/ 21" CDXPLYWOOD) AND 3.5 FIBERGLASS INSULATION IN BOTH SIDES. INSTALL 25GA. BREAKAWAY CLIPS TO H SIDES OF STUD SPACE ALL) & WOOD p I- t- CucE SHEET -STUDS (BOTH VENTILATION REQUIREMENTS,,SHALL BE IN ROOF PITCH FACTORS & CONSTRUCTION WASTE. FRAMING. ALL OTHER SPECS & EXACT CONSTRUCTION DETAILS SHOULD FOLLOW UL 373 & GP SEPARATION WALLS MANUAL, EPA AN AL UNLESS NOTED OTHERWISE. ACCORDANCE W/:SECTION R806.1 OF THE 2014 C RESIDENTIAL FLORIDA BUILDING ODE. _ A3 W TYPICAL WALL WEATHER BARRIER I-- P P L _ Q . ROOFING D N , WOOD SIDING D 6 WOOD FURRING G �N F O O E O E R R Dec," C TYVEK.HOMEWRAPO E s s R J O G 7/16., PLYWOOD SHEATHING s 0 2x4 WOOD STUDS P ROOFING SHINGLES 4P w/ R13 BATT INSULATION „ O 6 0 MEMBRANE TYPE E AVE PROTECTION 1/2 GYPSUM BOARD 12 gN 6 48 HIGH'MIN. Y M { z ) R E R O N O V ROOF SHEATHING c/w H CLIPS. 0 O K e e O Owe 0 \ 0. LAPANDTAP TYVEK. „' �� E E VA FIBERGLASS 2 x2 WOOD FURRINGS VALLEY SHINGLE INSTALLATION. IBE .GLASS SHINGLE ROOFING OVER .0 AT JOINTS 1/2„ PLYWOOD. INSTALL SHINGLES USING WEAVE METHODHOD UNDERLAYMENT 0. �. ' o WOOD ROOF RAFTERS 6 INSTALL SHINGLES OVER O FF-RI DGE VENT FLANGE A T WALL SHEATHING . ND 1 FULL END SHING MIN. 1PAST HEAD BATT INSULATION CENTER LINE OF VALLEY. SEE MANUF WRITTEN GALVANIZED METAL OFF -RIDGE ` O SYN WD SIDING OVER to IN STR CTION FOR VENT WITH CEILING JOISTS P rc U O ADDITIONAL INSTALLATION BAFFLE. SET IN APPROVED WEATHER ,�/ W E E G INFORMATI N \ O O PLASTIC ROOF CEMENT OR BARRIER D • 1/2 GYPSUM BOARD + . EXTEND CUT PLYWOOD TO ID?-? SEALANT + O •+ ” LAP WEATHER BARRIER + OVER 2. DO NOT NAIL 6 MIN. FROM V + • ` OM ALLEY CENTER LINE O ALLOW FOR VENTILATION R 6 • TYVEK� HEADER WRAPo +. .• ,+ •• *•� AT TOP PLATE BETWEEN WOOD FURRINGS SCREENN METAL FLASHING AND SECURE WITH STARTER STRIP •+ • + 0 OVER SHEATHING INSTALL OFF -RIDGE FIBER EXTEND 15# ROOFING FELT LA SHINGLE VENT FLANGE OVER G SS ' G +• • . +• TAPE TYVEK...UNDERLAYMENT ROOFING OVER 15# FELT SHINGLES AT BASE UP WALL 7" MIN. +• . OVER 7/16"z OSB OVER 7/16 OSB OVER • _ z PRE EN x G WD TRUSSES / _ 5 5 METAL FLASHING OVER PRE ENG WD z 24- WIDE METAL VALLEY TRUSSES _ r . ROOFING FELT I NAIL TO ROOF 0 - ® 'FLA / � _ DECK NOT WALL SHEATHING FLASHING OVER 15# FELT N O / z .CAP. HIN O S GLE DO NOT NAIL \ INSTALL WITH ROOF CEMENT „ --- \' EAVESTROUGH / BOARD r 1/2 GYPSUM No Es. 11 1/2 to 12-1/2" 11 112 to 12-1/2" SHINGLE ROOFING ' SEAL ALL JOINTS G ( FASCIA _ 1. INSTALL IN STRICT 1 to 1 1/2 C ACCORDANCE WITH 1 1 1/ ROOF CEMENT to 2 T &PENETRATIONS \ / MANUFACTURERS / E S WRITTEN INSTRUCTIONS 010 N CAULK TYVEK® TO VENTED SOFFIT / / 2. APPLY ROOFING CEMENT OR SELF -ADHERING. TRIM GYPSUM BOARD / _ FLASHING OVER FLANGE? H N J A HEAD ONLY v TYPICAL WALL CID WOOD SIDING .woos FURRING OFF RIDGE VENT FLASHING DETAIL TYV EK._ww... N.T.S. WALL FLASHING DETAIL. LAP SIDING SHINGLE NAILING VALLEY FLASHING DETAIL N.T.S. N.TS. J NOTE. DETAILS ARE FOR SLOPE F S O 3 12 OR GREATER TYPICAL WALL ISOMETRIC ' C IJ E S BELOW 3.12 ALL ROOFING O RESIDENTIAL WO OD { FRAME -STRUCTURE w/WOOD SIDING COOLING CLIMATE .ROOF/ WALL INTERFACE DETAIL FOR SLOP O G UNDERLAYMENT U. SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD0 ' SIDING (COOLING. CLIMATE)UJ BY THE SHINGLE MANUFACTURER FOR USE ON LOW ROOFING PROJECTS WINDOW WITH SLOPE RO O E S _ w TT INTEGRAL MOUNTING CAULKING i W FLANGE TYPICAL WALL MINIMALLY EXPANDING WOOD SIDING INSTALL SHINGLES OVER '•• WALL SHEATHING FLANGEHEAD POLYURETHANE FOAM _O R `TYPICAL WALL WOOD OOD FURRI NG PLACESHINGLES3/6 , > ...... STUCCO CV FIN I SH_ TYVEKo HO EWRAPo OVER `EVE & RAKE FIBERGLASS SHINGLEW < APPROVED CAULK .WOOD SIDING EDGES O PROVIDE DRIP OPT. PROVIDE LEAD VENT ROOFING OVER 1 FELT ASSEMBLYW/ 15# F ELT WOOD FURRING 7/16" PLYWOOD SHEATHING EDGE Boor WITH INTeGRA FLANGE OVER 7/16 OSB OVER STUCCO/CVFINISH OVER APPROVED WEA HERAROUND WINDOW RSO .. WBARRIER TYVEKo HOMEWRAPO 2„x4,WOOD STUDS ALONG RAKES CEMENT PRE -ENG WD RUSSES ASSEMBLY .... : ... ,..„,,•.. .. • •.. • -•c-. . ,- ,• ............ :...... . .LA ELT A N D W EA TH ERS INGLES TO UNDERLAYMENT VENT STACK, SEE w/ R 13 BATT INSULATION PLYWOOD SHEATHING EACH OTHER IN A 4,IDT FOR E & LOCATION LAP BARRIER OVER NAILING BARRIER OVER VINYL WRAP TYVEKOINTO FLANGE STUCCO STOPMIEEP2 x4„ WOOD STUDS 1/2GYPSUMBOARD OF ASPHALT PLASTIC -ROOF PREFORMED FLEXIBLE BOOT OPENING& TAPE TO CEMENT . EXTEND 15# ROOFING FE LT SILL'ESP. CORNERS) w/R-1 3 BATT INSULATION i FLASHING W! INTEGRAL FLANGE VINYL DRIP/WEEP SCREED UP WALL 7” MIN. 1 USING TYVEK®FLEXWRAP 1/2„ GYPSUM BOARD INSTALLALL TYVEK� FLEXWR PM ON_CORRODING: SET IN PLASTIC ROOF CEMENT 5x5 METAL FLASHING TT mW OVER MTL EA,VE DR 8 i ,., z.-. .. ROOF IN .FE LT (NAIL TO MOUNTING FLANGE. LAPINSTALL FLANGE OVER 5"x5� METAL FLASHING z ROOF DECK NOT WALL EXPANDING RIM E 7.FR END SHINGLE LAP &TAPE TYVEKPOLYURETHANE FOAM OR TYVEKo &TAPE JOINTS. of FIRST SHINGLEE KICK -OUT SHEATHING) ` Ti U ° ..APPROVED CAUL _ TRIM ' FROM ALL FLASHING (SEE N CA P SHINGLE - ■ — DO NOT NAIL DETAIL) L) INSTALL WITH ROOF (AR UND WINDOW RSO) STARTER LOURS CEMENT y S FASTEN TY VEK®FLEXWRAPTM SHINGLE % ... SHINGLE ROOFING CORNER USING MECHANICAL WINDOW WITH STARTER COURSE EXTEND KICK -OUT 2 11IA l FASTENER INTEGRAL MOUNTING BEYOND FASC� ROOF CEMEN T . 5 � INSTALL TYVEK® FLEXWRAP FLANGE 0 PLACE SHINGLES CLOSE \ AROUNDPERIMETEROF OPENING \ U. TOGETHER BUT DO NO CROWD NOTES: FELT UNDERLAYMENT ALONG RAKES CEMENT SHINGLE ROOFING WINDOW .HEAD DETAIL L I SHINGLE T Y , O UNDERLAYMENT 1. INSTALL S ALL IN STRICT ACCORDANCE CCORDANCE WITH +�+..•.,•+•+ o MT L DR IPEDGERESIDENTIAL WOOD FRAME STRUCTURE W/ WOOD SIDING {COOLING CLIMATE) & EACH OTHER IN 4” WIDT MANUFACTURERS WRITTEN INSTRUCTIONS _ _- � FASCIA NOTE: INSTALL KICKOUTOF AS HALT PLASTIC ROOF WALL FLASHING DETAIL STUCCO CEMENT 2. APPLY ROOFING CEMENT SELF ADHERING FLASHINGAT BOTTOM OF .+ '+••+•+•. . .•, Oo FLASHING OVER FLANGE AT HEAD ONLY ROOF & WALL INTERSECTIONSI NS WATER N.T.S. 0 NON_ ORRODING TIGHT SHINGLES 3/8 ' SEAL + +•; . Mr EAVE DRIP OVER EAVE 8 RAKE VENT STACK LASHING DETAIL WALL/KICK OUT FLASHING N G DETAIL ♦♦hh EDGES TO PROVIDE DRIP „ VJ EDGE UT.S. N.T.S. WINDOW SILL DETAIL FRAME' STRUCTURE w/ WOOD SIDING COOLING CLIMATE RESIDENTIAL WOOD { ) FIRST S COURSE V' J 140 FLASHINGS 's FOR QLIVINGS :., N ,K_ N , x3C17 N Ln H INSTALLED DUPONT TYVEK®TAPE SHEATHING I S ALLED .? OVER BARE STUDS N _ 11 PEEL LARGEST STRIP OF HEAD FLAP FOLDED O� OPTIONAL BACKDAM DETAIL P iM RELEASE PAPER FIRST. DUPONT- TYVEK® WRB �r I UPWARD TO EXPOSE BARES D WHENuswcs wDE A SHEATHING FASTENERS _ STUDS Ln N w N FLEXWRAPTM NF DUPO TTN A= 0� SHEATHING.�RRELEAEE".PER �0 0 EXP OSED DUPONT-DUP ONT - TYVE® WRAP CAP FASTENERS ERS OUTLINE 0 ROUGH No CENIERRELEASE SHEATHING. 8 OPENING TO BE CUT PAPER G E ., 0 ►• V` FOL"M1£RE t w TOM EA% ROUGH OPENING -_ FOR WINDOW. N swRfs a .• A :DUPONTM EKTA PE OUTLINE _EXTERIOR w 0 . RELfAfiE RFAR o : o m O 0 6.. Y. w . V f w a O NO GAPS IN , A • CORNER O S A I V� L'I”SILL 'LEA.0DIRECTION OF s�LL � . \' DUPONT- . 3 0 TYVEK WRB A POSITIVE DRAINAGE I i co­1—RRE”, :_ O I , R FLOW. INTERIOR0 I.A V _ o e 0 — — — — - — d' A< • � A � N s . r r e w � 9 . W4 , x , s. .--� A ■ a ■ o A o • 2 o ® m m 0 0 0 ®%%* ® A a SOME STEP 8 0 STEP 7 STEP 6 TEP 5 STEP STEP STEP 2 STEP 1 A. INSTALL THE SILL FLASHING. REMOVE THE A. PREPARE THE SILL FLASHING BY CUTTING A • m G 0 O A. FLIP THE CUT HEAD F U EA LAP UPWARD TO 0 A. FOLD I 0 D S DE FLAPS INTO ROUGH w �, �, TM TPA A. TAN CUT (STANDARD ARD;I CUT IN '- ' A A. SHEATHING TO BE INSTALLED OVER BARE DUPONT TYVEK® WRB T 0 FLEXWRAP- { TO LARGEST STRIP OF RELEASE ALIGN PIECE OF DUPONT WRA NF -THAT IS ) EXPOSE THE SHEATHING AND BARE STUDS PRIOR TO SHEATHING INSTALLATION. OPENING AND SECURE TO INSIDE ` TON. DUPONT- UPONT TYVEK® THE WRB. STUDS. .MECHANICALLY FASTENED AND INSTALLED THE FLASHINGWITH THE INTERIOR EDGE OF AT LEAST 12 LONGER THAN THE SILLLENGTH. S G TEMPORARILY SECURE S CU E WITH o SLOPE SILL FRAMING T L G 0 EXTERIOR, ER OR FRAMING AN PROJECT O ECT WALL. #. TM AL SECURE TO INSIDE WALL WITH AHEAD FLAP 1 SHD.79 4 TH.` TM B. T AT A 4 CU S ANGLE TO OVER B. AFTER SHEATHING HAS BEEN INSTALLED CUT SILL AND INSTALL INTO ROUGH OPENING B. USE$ DUPONT FLEXWRAP NF DUPONT TYVEI(® TAPE: 0 R SHEATHING. NON -WATERPROOFING COMPONENTS ARE N TYVEK° T E S ONLY " " " APE OR EXPOSE 8" OF SHEATHINGH TO ALLOW B. DO NOT N AN OPENING IN THE SHEATHING ALONG THE R ILL AND B t FOR x4 FRAMING 0 INSTALL FASTENERS WITHIN 6 OF ACROSS S A UP JAMBS (6"MIN.). N.. 0 2 ?M ( .SHOWN SCHEMATICALLY. EE DRAWINGS D NT S NGS BY TM UPO TYVEK® WRAP CAP FOR HEAD FLASHING INSTALLATION. PERIMETER F THE ROUGH OPENING f R LA ON.-:THESILLSAND 0 G.O. JAMBS OF THE OPENINGS GS B. APPLY WORKING FROM THE MIDDLE F THE AND DUPONT F RAP NF I 0 G 0 9 'OTHERS FOR DETAILED FASTENERS R INFORMATION. S S AND WITHIN WINDOW. N 9 OF THE HEAD OPENINGS. N GS ILL TOWARDS THESIDES. SECURE FOR 2 x 6 FRAMING. DESIGNED: GNED. KCM DUPONTTM FLEXWRAPTM NF TIGHTLY INTO C. INSPECT INSTALLATION SURFACE TO ENSURE C. ENSURE THE SHEATHING IS CUT FLUSH WITH THE CORNERS BY FIRST WORKING IN ALONG THE SURFACE IS FREE OF DIRT AND OR SLIGHTLY BELOW THE SILL FRAMING TO ' THE SILL BEFORE ADHERING UP THE JAMBS. SUBSTANCES THAT COULD INTERFERE WITH ALLOW FOR POSITIVEITIVE DRAINAGE. C D0 NOT STRETCH MATERIAL ALONG THE SILL ADHESION AS WELL AS ANY SHARP DRAWN: KCM OR JAMBS. PROTRUSIONS. HEAD FLAP FOLDED OVER HEAD FLASHING. SCALE: AS NOTE D' CORRECT - 7 F INC TAPE OVERLAPS .. LASH .,. .u... 0 � HEAD UPONT FLEXWRAP NF 0 m 0 FLASHING G 0 `: O. 0 g 0 o ISSUED. 1/4/18 0 A o • o w . ftA ® o . o 0 0 o. 0 EVl R SION 1. NCORRECT e WINDOW T BE O 0 :. DU NTTA FLASHING TAPE FLUSH WITH O a a . DUPONT- ..FLEXWRAP"'NF INSTALLED` 2EI o • r - x ® 1 o w 0 0 0 0 ,. REVISION -2: .� ON 2. 0 o ow F 111 M f o a J , 3 3 IM1UM r ,. o � o � o 0 r 0 o • INCORRECT t tDUPONT-LE%WRAP NF REVERSE 0 FLASHED ° e { 0 0e , 0 r' a j/ 9 0 0 ® x x O 0 O Q .. 0 �.Fu0 0 2 " 41BELOW ! A .. � o o STEP 16 STEP 15 STEP 14 BOTTOM . EDGE E �, '",,, OF SILL o os, A ® o w FLASHING 0 0 0 ° A. TAPE AL I DUPONT- TYVE A. TRIM THE 0 L CUTS N DU 0 K WRB AND TAPE A. FLIP DOWN UPPER FLA F TP E PO STEP 17 STEP EP 1 2 STEP P 11 13 STEP 10 TM T " ". ° A ` STEP 9 ACROSS HEAD OF THE WINDOW WITH DUPONT TYVEK® WRB 1 2 ABOVE T 0 HE bUF NT -, 0 TYVEIC® WRB SO LAYS FLAT DUPONT(TM) TYVEK R TAPE 4 DUPONT- FLASHING WINDOW OPENING. U S G ACROSS THE HEAD FLASHING. TM SEALANT OR TM- TM INSTALL A. A NS ALL DUPONT RESIDENTIAL SEA CUT TWO PIECES OF A. A. `0 INSTALL WINDOW A CUT APIECE OF NOW CCORDING TO a TAPE OR DUPONT STRAIGHTFLASH B. WHEN TRIMMING THE ® A. A. REMOVE EMOVE NARROW PIECE OF THE RELEASE ,M. TM TM ER ROD AS TMM RECOMMENDED SEALANT (AND BACKER DUPONT- FLA FLASHING SING TAPE OR MANUFACTURER INSTALLATION T UPONT STRAIGHTFLASH DUPONT F SNS LLA ION APPLY (CONTINUOUSLY) ( DUPONT TYVEI WRB, DO NOT CUT OR LASHING (CO UOUSLY DUPONTpUPONT RESIDENTI PAPER. 11 11 N R OPENING AT THE. _ NECESSARY) AROUND THE WINDOW DUPONT STRAIGHTFLR H INT TM TAPE FOR HEAD FLASHING, S FOR INSTRUCTIONS. TrA S NG SEALANT RECOMMENDED 1 2 DAMAGE THE HEAD FLASHING THAT HAS OMME DED SEALANTON S B. FAN DUPONT FLEXWRAP.: NF AT BOTTOM INTERIOR. IT IS ALSO ACCEPTABLE TO USE BEEN INSTALLED BEHIND T. B. HEAD FLASHING 0 EXTEND BEYOND FLASHING EXTENDING 1 ABOVE WINDOW THE HEAD AND JAMBS OF ROUGH OPENING CORNERS AND ADHERE ONTO EXTERIOR SHEET TM ". " OR RECOMMENDED bUPONT WINDOW AND DOOR FOAM HEA F " D .LANCE AND 4 TO 6 BELOW OUTER EDGES OF JAMB F 0 LASHING. ON TOP OF WRB). ) FACE OF WALL. COVERAGE SHOULD BE 2 F I SAND HEAD. FOAM AT THE. INTERIOR CAVITY OF THE JAMB ., C. REMOVE RELEASE PAPER AND INSTALL BOTTOM EDGE OF SILL FLASHING. . B. IF SEALANT IS APPLIED TO THEI S LL, TO 3 INCHES ONTO THE FACE OF THE WALL MENDED SEALANT IF FOAM IS USED AT THE SILL RECOMMENDED B. REMOVE RELEASE P , COMPLETELY COVERING WINDOW S APER AND PRESS ENSURE UR THAT THERE ARE AT LEAST TWO C. PRESS SILL FLASHING W/FIRM HAND SHOULD BE USED AT THE SILL AREA BEHIND THE FOAM TIGHTLY ALONG DE " ` MOUNTING FLANGE AND ADHERING TO THE GSI SOF WINDOW 2 2 INCH GAPS IN THE. SEALANT J - ROLLER NT BEAD FOR .PRESSURE OR J ROLLER TO ENSURE FULL TO ENSURE A PROPER WATER SEAL. EXPOSEDOSED SHEATHING FRAME. EVERY 4 OF WINDOW TO ALLOW FOR ADHESION ON ALL SURFACES. DRAINAGE. A-4 ,9 U w 0 U LL. w Lu Z 3 0 2 V) F_ 0 Z Li Z O Z O HVAC DISCONNECT Lu & RECEPTACLE LOCATION COMP. 0 LliZ Lu Q � v Z \ Q . 0 W Q \ U 44 o o — — — U i J Z - w W. ''Znn Z W ,. Z Q LL.` z O Lu O N Z �\ Q \ 1 Z W \, ry _o W O ELECTRICAL LEGEND �0GF1 0001 (b Q Fr W Lu W0 tN ry CO CEILING FAN t 00 o Z _—_I o DW ° } Q FLOURESCENT LIGHT Z N USB/GFI Z z LIGHT` o 'o OUTLET Q oN GROUND FAULT INTERRUPT 0 o GFI (All Waterproof) / - z AFI ARC FAULT INTERRUPT < 0 u Q 44 PENDANT LIGHT oma _w_ 0 w ww � WALL MOUNTED LIGHT > wz EXHAUST FAN/LIGHT Lu ® FAN ONLY W U 0< $ SWITCH I Z= THR WAY — Q Q $3 EE 2 N U Q Q EYEBALL LIGHT UZ z ` o RECESSED LIGHT - U 0 Uw Z< SCONCE V) X 0 o F/L PRE WIRE &BRACE Ll QQ DOOR BELL (LOW VOLTAGE) :.,�Lu T CABLE w a ® SMOKE DETECTOR/CARBON MONOXIDE zu FLOOD LIGHT uj F- w w wQ GARBAGE DISPOSAL 3V) v; z 0 z z AUTOMATIC GARAGE DOOR Quj BUTTON & SENSORS (LOW VOLTAGE) �o 0 v `W J z COMP. COMPRESSOR ` zU __z CZ LU wW w = z� 0_ w3 Z Ln P__z Q �z �w o U u Lu j E� S.3O WIND PRESSURES ON WALLS &ROOF. G: U EFFECTIVE AREA OF OPENING/ROOF ZONEz GENERAL STRUCTURAL NOTES PLYWOOD PANEL8 SHALL CONFORM TO THE REQUIREMENTS OF U.S. PRODUCT STANDARD PS -1 FOR EDGE ZONE 2 DESIGN CRITERIA. INTERIORND ZONE 4 >- 0 to 10 CONSTRUCTION_ AND INDUSTRIAL PLYWOOD OR APA PRP 108 PERFORMANCE STANDARDS. UNLESS OTHERWISE 24.5 -67. 8 24:5. - T COMMENCING CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR O CONTRACTOR HALL VERIFY COND O THE CONTRAC O S NEL NOTED PANELS S HALL BE RATED SHEATHING `EXPOSURE 1 OF THE , , - AND SPAN RATING SHOWN - S BASED ON STRENGTH DESIGN WAS AND DEFLECTION CRITERIA OF THE 2014 FLORIDA BUILDING w T CONDITION TO THE WO RK.CONTRACTORS HALL REPORT DISCREPANCIES THE DRAWINGS AND EXISTING CO ON THE DRAWING S. 22.4. CODE 5th EDITION. IN ADDITION TO THE DEAD LOADS' THE FOLLOWING LOADS AND ALLOWABLES z ENGINEER PRIOR TO COMMENCING WORK. - PLYWOOD INSTALLATION HALL BE INCONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8 SPACING AT WERE USED FOR DESIGN WITH LIVE LOADS REDUCED PER THE 2014 FBC: 20.1 to 50 0 O' DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS PANEL EDGES, UNLESS OTHERWISE RECOMMENDEDMMENDED BY THE PANEL MANUFACTURER. -55.2 19.5 - 85.1 38.1 -41.7 ELSEWHERE,EWHERE EXCEPT AS OTHERWISE INDICATED. ADAPTREQUIREMENTS , SECTIONS PLANS AND -48.0 . 50 1 to 100 7 1 .4 LIVE LOAD DEAD LOAD ON DEFLECTION CTI V) NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR. ALL SUB -FLOORING, ROOF AND SHEARWALL SHEATHING S ALL BE INSTALLED WITH FACE GRAINPERPENDICULARROOF. - , 39.8 20 PSF 15 PSF U240 _L/180 r O - TO SUPPORTS EXCEPT A INDICATED N THE DRAWINGS. STAGGER ER E C S C O G S GG D F ADJACENT PANELS 4 -0 . S O FLOORS. 4 40 PSF 15 PSF - L/360 L124 0 Z WIN 1N REFERENCE TO'EXISTING CONDITIONS ARE THE BEST AVAILABLE N THE DRA GS DIMENSIONS INDICATED ODECKS. 31.8 -3 . 53 INCLUDING INTERMEDIATE TRUSSES. 50 PSF. 15 PSF L/360 L/240 - DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA ROOF SHEATHING SHALL B BLOCKED T NGUE_AND_ GROOVE OR HAVE: .EDGES SUPPORTED BY PLY LIP S .1PER WALLS:PER C&C ASCE7-10 L/240 -BRITTLE EFFECTIVE AREA OF OPENING/ROOF ZONEz ROOF ZONES' 1 EXTERIOR WALLS' INTERIOR ZONE 1 EDGE ZONE 2 CORNER ZONE 3 INTERIORND ZONE 4 ZONE E O E 5 0 to 10 ` 24.5 -38.9 24.5 -67. 8 24:5. _ ..100.2 4 2 6 -46.2 42.6 57.0 10.1 2 0 1 to 0 2 .4 2 -37.8 22.4. -62.4 22.4 - 93.8 40.6. -44.2 40.6 -53.2 20.1 to 50 0 1 . 9 5 -36.4 1 . 9 5 -55.2 19.5 - 85.1 38.1 -41.7 38.1 -48.0 . 50 1 to 100 7 1 .4 =35.3 17 .4 -49.8 17.4 _ _ 1 73. 36.3 - , 39.8 36.3 _ 44.2 100.1 to 500 - - - - _ , _31-35.3 :8 . - 35.3 31.8 -3 . 53 THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK O_ BEFORE FOUNDATION CONSTRUCTION BEGINS, <CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS."WET-STICKING" OF REINFORCING IS PROHIBITED. 5 CONCRETE. REQUIRED CONCRETE COVER FOR REINFORCING STEEL UNLESS NOTE OTHERWISE): ' ZI 3 FOOT NGS BOTTOM AND SIDES 2 TOP Lu „ „ cn L FIELD CHECK AND VERIFY ALL DIMENSIONS GRADES LINES, LEVELS OR INVOLVED THE CONTRACTOR SHAL, ATTACH PLYWOOD PANEL T PORTING MEMBERS WITH 10d NAILS S O SUP PACED 4 ON CENTERALONG THE PANEL BELOW _ - TBL 1 /1 E C3 L 80 FLEXIBLE L COLUMNS 1-1 " T /2 TO TIES 2 OP GL , D 28 -.DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:- ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL TRUSS SHOP DRAWINGS FOR APPLICABLE Q- THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING J..n 'Z K IS ERRORS. IF ANY WOR1 THE SITE TO AVOID CONSTRUCTIONW OTHER CONDITIONS OF LIMITATIONS AT H SMEAN AND 6 INTERMEDIATE SUPPORTS,LE EDGES ON CENTER ALONGUN N TED THERWISE: S O O LOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUILDING CODE, 2014 RESIDENTIAL. 1 ND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCH ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA 0 z 0 � BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION: ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANU =ACTURER AND MADE USING TRUSS - O - R ANY OF HIS SU CO T E ATE VERIFICATION OF B SUBCONTRACTORS PRIOR O ADEQUATE TRACTOR O PERFORMED BY THE CONBETWEEN HANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. T 1- a IND PEE ULTIMATE W SPEED 1 MP - 30 H PER ASCE 1 SC 7 0 2/12 & 6/12 VERT./HORIZ.. IF THE STRUCTURE IS U OUTSIDE THESE PARAMETER .PLEASE CONTACT THE ENGINEER. ( ) C IBER FOR EACH TRUSS: COORDINATE �- O BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS V Z THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS _'MECHANICAL ROOMS AND DUCT SPACE AND ROUTING. FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TOS TA AT RESULTANT EXTRA COST O, APPLICABLE DATA, SUB -FLOORING SHEATHING HALL BE UNBLOCKED EXCEPT AS INDICAT DON DRAWINGS. ATTACH. PLYWOOD Lti � w AREA IS EQUAL THE LENGTH WIDTH 2. THE EFFECTIVE O G F TH Q O THE N IN OR` PA G SPAN. THE WIDTH SHALL. BE REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMANENT TRUSS BRACING. IF NO BRACING _ THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK O_ BEFORE FOUNDATION CONSTRUCTION BEGINS, <CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS."WET-STICKING" OF REINFORCING IS PROHIBITED. 5 CONCRETE. REQUIRED CONCRETE COVER FOR REINFORCING STEEL UNLESS NOTE OTHERWISE): ' ZI 3 FOOT NGS BOTTOM AND SIDES 2 TOP Lu „ „ cn L FIELD CHECK AND VERIFY ALL DIMENSIONS GRADES LINES, LEVELS OR INVOLVED THE CONTRACTOR SHAL, ATTACH PLYWOOD PANEL T PORTING MEMBERS WITH 10d NAILS S O SUP PACED 4 ON CENTERALONG THE PANEL BELOW _ - TBL 1 /1 E C3 L 80 FLEXIBLE L COLUMNS 1-1 " T /2 TO TIES 2 OP GL , D 28 -.DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:- ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL TRUSS SHOP DRAWINGS FOR APPLICABLE Q- THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING J..n 'Z K IS ERRORS. IF ANY WOR1 THE SITE TO AVOID CONSTRUCTIONW OTHER CONDITIONS OF LIMITATIONS AT H SMEAN AND 6 INTERMEDIATE SUPPORTS,LE EDGES ON CENTER ALONGUN N TED THERWISE: S O O LOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUILDING CODE, 2014 RESIDENTIAL. 1 ND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCH ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BAR IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI � BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION: ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANU =ACTURER AND MADE USING TRUSS - O - R ANY OF HIS SU CO T E ATE VERIFICATION OF B SUBCONTRACTORS PRIOR O ADEQUATE TRACTOR O PERFORMED BY THE CONBETWEEN HANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. T USS DESIGNER TO DETERMINE AND IND PEE ULTIMATE W SPEED 1 MP - 30 H PER ASCE 1 SC 7 0 2/12 & 6/12 VERT./HORIZ.. IF THE STRUCTURE IS U OUTSIDE THESE PARAMETER .PLEASE CONTACT THE ENGINEER. ( ) C IBER FOR EACH TRUSS: COORDINATE �- O BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS INCLUDING AIR HANDLER LOCATIONS, Z THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS _'MECHANICAL ROOMS AND DUCT SPACE AND ROUTING. FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TOS TA AT RESULTANT EXTRA COST O, APPLICABLE DATA, SUB -FLOORING SHEATHING HALL BE UNBLOCKED EXCEPT AS INDICAT DON DRAWINGS. ATTACH. PLYWOOD AT SLAB AND WALL OPENINGS PROVIDER MINIMUM OF 2 #5 BARS'ALL OUR SIDES AND DIAGONALLY; EXTEND AREA IS EQUAL THE LENGTH WIDTH 2. THE EFFECTIVE O G F TH Q O THE N IN OR` PA G SPAN. THE WIDTH SHALL. BE REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMANENT TRUSS BRACING. IF NO BRACING _ FOR STABILITY UNDER FINAL CONFIGURATION ONLY. INFORMATION IS PROVIDED, BOTTOM CHORD LATERAL BRACING SHALL 3E CONTINUOUS FROM ONE END OF THE Z R COMPENSATION WITHOUT REIMBURSEMENT O CO EXISTING LIMITATIONS SHALL BEASSU MED BY THE CONTRACTOR WI OU 11A E WITH NAILS SPACED 4 O CENTER PANELS TO SUPPORTING EMB RS 8d N C A _OPE - ALONG THE PANEL EDGES AND T „ A 8 ON NOMINAL WIND SPEED. 1 1MPH 0 PER FBC R301.2.1.3 1, PERMITTED T BE NOT LESS THAN OF THE SPAN LENGTH. THE E EFFECTIVE AREA FOR OR FASTENER H S SHALL NOT BE GREATER INCLUDING INTERMEDIATE TRUSSES. d FOUNDATIONS: SEE TRUSS SHOP DRAWINGS FOR OTHER DETAILS AND SPECIFICATIONS) FOR BRACING. Z T&G O - BY THE OWNER: ; I UNLESS NOTED OTHERWISE. CENTER ALONG INTERMEDIATE SUPPORTS, U L SS O OT S FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL. EXPOSURE C PER ASCE 7-10 Lu NO GEOTECHNICAL REPORTS AND/OR 1N -SITU SOIL DATA WAS GIVEN TO THE STRUCTURAL, ENGINEER PRIOR TO MASONRY UNITS SHALL MEET ASTM C90 TYPE . ASSEMBLIESI 2 SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH z DESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE FLORIDA REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR V' BUILDING CODE, 2014 FOR SANDY SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL IMPORTANCE FACTOR 1.0 CATEGORY II THAN THE TRIBUTARY AREA B/T FASTENERS. IN PLACE WITH #16 ANNEALED IRON z WIRE: H OU SHALL HAVER MAX. COURSE AGGR. O Z BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE Z Lu CENTERALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. PREFABRICATED WOOD TRUSSES: INVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, INTERNAL PRESSURE COEFF +/_0.18 ENCLOSED PROTECTED OPENINGS 3. ALL WIND PRESSURE VALUES IN POUNDS PER SQ. FT(PSF) F ) &AR E CONSIDERED ULTIMATE VALUES. MULTIPLY VALUES BY0: 6 WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT_ 1P GALVANIZED LEGS OR PLASTIC LEGS. Q E CLEAN-OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW. CLEAN OUT OPENINGS SHALL HAVE A MIN, OPENING - WEATHER RESISTANCE: DIMENSION OF 3 INCHES. COMPONENT & CLADDING PRESSURES SURES PER TABLE & CHARTS ON THIS PAGE. FOR NOMINAL PRESSURES PER FBC R301.2.1.6 UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY REINFORCED MASONRY WALL C'0 AIRBORNE CHLORIDES BASED CORROSION -INHIBITING ADMIXTURE THE DOSAGE FOR CONCRETE EXPOSED TO AIRBO- CONSTRUCTION WITH #5 AT 48' INCH O.C. IN GROUT FILLED CELLS. ADD # REINFORCING BAR O 5 C G AR EACH SIDE OF Q 0 . STRUCTURAL DRAWINGS SHALL BE USED N CONJUNCTION WITH SPECIFICATIONS AT1AND ARCHITECTURAL, SHOPP DRAWINGS ILL BEREVIEWEDF R GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT ADMIXTURE SHALL BE USED IN THE CALCULATION OF THE WATER-TO-CEMENTITIOUS RATIO OF THE CONCRETE. Z 00 0 PROVIDE REINFORCING ORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS. PROVIDE (2) _ `" REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE AND Z CONSULT THESE DRAWINGS FOR SLEEVES MECHANICAL ELECTRICAL PLUMBING AND SITE DRAWINGS. CO SU DOCUMENTS ONLY. IT HALL BE THE RESPONSIBILITY OF THE CONTRACTOR OC S S C TO VERIFY COMPLIANCE WITH THE TO PROVIDE w Z :�E LIFE OF THE BUILDING, SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE. .: CONTINUITY. PROVIDE. 9 GAGE GALVANIZED HORIZONTALJOINT REINFORCING DUR-O-WAL OR ALKYL ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL ENGINEER -APPROVED EQUAL) AT 1 Q ) 6 O.C. Q 0 Lu DEPRESSIONS AND OTHER DETAILS. NOTSHOWN ON STRUCTURAL DRAWINGS. CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH ELEVATIONS, DIMENSIONS, ETCCONTRACTOR H ALL NOT BE ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOT PLACE CONDUITS PIPES ETC: IN CELLS WITH VERTICAL REINFORCING. DO NOT RUN CONDUITS PIPES , = ET C., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL. W ERE MASONRY WALLS ABUT CONCRETE 0SHORING AND RESHORING: COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN O - AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS. RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE SHORING AND RESHORING SHALL CONFORM TO ACI 3478-88. SHORING AND SUPPORTING FORMWORK SHALL NOT HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN. p BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN w i RTO EXCAVATION FOR BUILDING FOUNDATIONS. THE CONTRACTOR: SHALL LOCATE ALL BURIED'UTILIT ES PRIOR , ENGINEERS REVIEW. CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATE DON SOONER THAN RECOMMENDED BY ACI 347R-88, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REMOVED IN LESS THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL u U wU THAN TEN (10) DAYS. STRUCTURAL ENGIN EER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS TS BETWEEN FOUNDATIONS AND BURIED AT CONTROL JOINTS. Ln w PRECAST CONCRETE LINTELS: - USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL,.F F -= LT, LT, BUILDING PAPER, OR LIKE MATERIALS co „ _ ARE PROHIBITED. ' UTILITIES. : DESIGN AND MANUFACTURE IN ACCORDANCE WITH TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED O -Q Z = MANUFACTURED BY CAST CRETE CORP. AND PRESTRESSED AND ADDITIONALLY REINFORCED AS REQUIRED) IN _ ( CHEMICAL ADHESIVE ANCHORING IN HOLLOW ' ELL APPLICATIONS N N „ WOOD TRUSSES LATEST EDITION cz Q O CONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8 -1B FOR ADHESIVE ANCHORS (EPDXY STYLE) SHALL BE USED IN HOLLOW CMU APPLICATIONS 7CENt= CI -FORTS _ � IN THAN 10 F ET AND 8F16-1 B/1T FOR OPENINGS 10 FEETTO FEET. PROVIDE 8 MINIMUM BEARING OPENINGS LESS E ANCHORING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBG AC5 THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK O_ BEFORE FOUNDATION CONSTRUCTION BEGINS, <CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS."WET-STICKING" OF REINFORCING IS PROHIBITED. 5 CONCRETE. REQUIRED CONCRETE COVER FOR REINFORCING STEEL UNLESS NOTE OTHERWISE): ' ZI 3 FOOT NGS BOTTOM AND SIDES 2 TOP Lu „ „ cn FB AND ACI 18 BUILDING CODE REINFORCED CONCRETE CON STRUCTION SHALL CONFORM TO THE C 3 SLABS 3/4 B/T Z CODE REQUIREMENTS: COLUMNS 1-1 " T /2 TO TIES 2 OP CONT. U 28 -.DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:- ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL TRUSS SHOP DRAWINGS FOR APPLICABLE Q- THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING TRUSS DESIGN LOADS. TRUSS LOADINGS SHALL BE BASED ON THE PROJECTS DESIGN LOADS AND THE MINIMUM ry 0ASCE7-10, CODE 5TH EDITION. OTHER CODES IMPLEMENTED -FOR 'DESIGN INCLUDE: LOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUILDING CODE, 2014 RESIDENTIAL. t- ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BAR IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI � BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION: ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANU =ACTURER AND MADE USING TRUSS Q INT. HANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. T USS DESIGNER TO DETERMINE AND vUi TEMPORARY CONDITIONS: ESTABLISH EXACT HEIGHT, LENGTH, LOCATION, SPACING, AND WEB MEI IBER FOR EACH TRUSS: COORDINATE �- O BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS INCLUDING AIR HANDLER LOCATIONS, Z THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS _'MECHANICAL ROOMS AND DUCT SPACE AND ROUTING. O.C. ON CENTER SPACING CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER' TEMPORARY SUPPORTS AS AT SLAB AND WALL OPENINGS PROVIDER MINIMUM OF 2 #5 BARS'ALL OUR SIDES AND DIAGONALLY; EXTEND p REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMANENT TRUSS BRACING. IF NO BRACING _ FOR STABILITY UNDER FINAL CONFIGURATION ONLY. INFORMATION IS PROVIDED, BOTTOM CHORD LATERAL BRACING SHALL 3E CONTINUOUS FROM ONE END OF THE U S RECOMMENDATIONS, SHALL BELNCORP RATE IN CONCRETE DESIGN MIXES. A HIGH -RANGE BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. LATERAL 3- 4 4 TYPE F O R G - MAY BE USED INCONCRETE WATER -REDUCING TO ASTM C 9 , M BRACING SHALL BE NAILED TO EACH TRUSS WITH A MIN. OF (2) 16d NAILS INCLUDING INTERMEDIATE TRUSSES. d FOUNDATIONS: SEE TRUSS SHOP DRAWINGS FOR OTHER DETAILS AND SPECIFICATIONS) FOR BRACING. Z T&G MASONRY WALLS: - ry FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL. REINFORCING STEEL: W/ Lu NO GEOTECHNICAL REPORTS AND/OR 1N -SITU SOIL DATA WAS GIVEN TO THE STRUCTURAL, ENGINEER PRIOR TO MASONRY UNITS SHALL MEET ASTM C90 TYPE . ASSEMBLIESI 2 SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH z DESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE FLORIDA REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR O BUILDING CODE, 2014 FOR SANDY SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL Lu ` THAT WOULD AFFECT DESIGN BEARING PRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS. CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON z WIRE: H OU SHALL HAVER MAX. COURSE AGGR. O Z BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE SIZE OF &SHALL BE PLACE WITH A SLUMP OF 8 TO 11 INCHES. ALL CELLS CONTAINING VERTICAL BARS, BOND Q INVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP 66. PROVIDE CHAIRS, i Z � � WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT_ 1P GALVANIZED LEGS OR PLASTIC LEGS. THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK O_ BEFORE FOUNDATION CONSTRUCTION BEGINS, <CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS."WET-STICKING" OF REINFORCING IS PROHIBITED. 5 CONCRETE. REQUIRED CONCRETE COVER FOR REINFORCING STEEL UNLESS NOTE OTHERWISE): ' ZI 3 FOOT NGS BOTTOM AND SIDES 2 TOP Lu „ „ cn FB AND ACI 18 BUILDING CODE REINFORCED CONCRETE CON STRUCTION SHALL CONFORM TO THE C 3 SLABS 3/4 B/T z' O „ HALL BE VERIFIED BY STANDARD REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS S EQU COLUMNS 1-1 " T /2 TO TIES 2 OP CONT. U 28 -.DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:- BEAMS 1-1/2" TO STIRRUPS' CLG CEILING CMU WALLS 1-1/2" °. DL Z w fc ABS W/C MIN CEMENTSLUMP USE ENGINEER OF RECORD ,: CO D EXT. t- 2,500 PSI0.58 470 LBS 5 1 ALL SLABS, MONOLITHIC FOOTINGS SPREAD FTG LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BAR IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI FINISHED FLOOR ELEVATION 3,000 PSI 0.58 470 LBS. 5 / 1 TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABS 318, LATEST EDITION, FOR CLASS B TENSION. LAP SPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT FLORIDA PRODUCT APPROVAL INT. ENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM BARS IN BEAMS IN CLEAR SPANS BETWEEN 0 -TYPE 1. LYA H CONFORMING TO ASTM C618,::TYPE F OR TYPE C MAY ASTM Cl0 F S COL CEMENT SHALL CONFORM TOO SUPPORTS. SHOW AL SPLICES N SHOP DRAWINGS. S C O S O RAW NGS SPLICE LOCATIONS METHODS SUBJECT TO APPROVAL LAMINATED VENEER LUMBER (2.OE,` 1- t'WIDE MIN. U.N.O. BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS OF STRUCTURAL ENGINEER. MIN. MINIMUM G GRE G SUBSTANTIATED BY TEST DATA, COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A'MAXIMUM SIZE OF "OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATION O.C. ON CENTER SPACING DURABLE, NATURAL -SAND AND CONFORMING TO ASTM CD3. 3/4 . FINE AGGREGATE SHALL BE CLEAN, DU RAL S AT SLAB AND WALL OPENINGS PROVIDER MINIMUM OF 2 #5 BARS'ALL OUR SIDES AND DIAGONALLY; EXTEND ORIENTED STAND BOARD APA RATED MIN. ( ) PCF THESE BARS A LAP DISTANCE MINIMUM OF 24 PAST THE OPENING OR HOOK BARS IF DISCONTINUOUS. _ T `ASTM C494 USED IN STRICT ACCORDANCE WITH HE _ A WATER REDUCING ADMIXTURE CONFORMING O T POUNDS PER SQUARE FEET ` PSI F- -MANUFACTURER S RECOMMENDATIONS, SHALL BELNCORP RATE IN CONCRETE DESIGN MIXES. A HIGH -RANGE DOWEL ALL WALLSAND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING 3- 4 4 TYPE F O R G - MAY BE USED INCONCRETE WATER -REDUCING TO ASTM C 9 , M UNLESS OTHERWISE SHOWN, SYP Q _ MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8 SHEAR WALL T/G TOGETHER T&G MASONRY WALLS: TYP w SLEEVES OPENINGS CONDUIT AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS UNLESS OTHERWISE NOTED W/ O- ,� � RE POURING. N SLEEVE OPENING ORCINS RT Y SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFOO �,E MAe MASONRY UNITS SHALL MEET ASTM C90 TYPE . ASSEMBLIESI 2 SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH � m THE ENGINEER. CONDUITS EMBEDDED IN BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY H G CO OF fm- 1500. MORTAR SHALL BE TYPE M OR AND MEET ASTM 27 . M C 0 GROUT HA G O SHALL BE 2000 PSI MINIMUM O O T THICKNESS OF THE SLAB AND SLABS SHALL NOT BE LARGE R IN OUTSIDE DIMENSION THAN ONE THIRD OF THE C COMPRESSIVE STRENGTH AT 28 DAYS IN ACCORDANCE WITH ASTM 47 S C . GROUT SHALL CONSIST OF A MIXTURE R THAN THREE DIAMETERS ON CENTER.S ..SHALL NOT BE SPACED CLOSEO OF CEMENTITIOU MATERIA A AGGREGATE T WHICH LS ND AGG G O C SUFFICIENT WATER HAS BEEN ADDED T CAUSE THE Q MIXTURE U O FLOW WITHOUTEGREGATI' NOF THE CONSTITUENTS. S OGROUT G H OU SHALL HAVER MAX. COURSE AGGR. O Z x CL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. INDICATED PROVIDE 3/4�CHAMFERS ON A SIZE OF &SHALL BE PLACE WITH A SLUMP OF 8 TO 11 INCHES. ALL CELLS CONTAINING VERTICAL BARS, BOND >- O OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN N PLUMBING AND/OR ARCHITECTURAL DRAWINGS.8 BEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT: MAXIMUM HEIGHT OF GROUT POUR i Z � � ALL CONCRETE SHALL BE CU RED IMMEDIATELY AFTER FINISHING OPERATIONS. � _ _ ALLOWED IS 5 0 UNLESS CLEAN-OUT OPENING IS PROVIDED AT BOTTOMOF CELLS TO BE FILLED. LOCATE Q E CLEAN-OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW. CLEAN OUT OPENINGS SHALL HAVE A MIN, OPENING Z Z �O WEATHER RESISTANCE: DIMENSION OF 3 INCHES. �U 1N A CALCIUM -NITRITE ALL CONCRETE INCLUDING BALCONY CONCRETE EXPOSED TO CHLORIDES, CONTAIN UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY REINFORCED MASONRY WALL C'0 AIRBORNE CHLORIDES BASED CORROSION -INHIBITING ADMIXTURE THE DOSAGE FOR CONCRETE EXPOSED TO AIRBO- CONSTRUCTION WITH #5 AT 48' INCH O.C. IN GROUT FILLED CELLS. ADD # REINFORCING BAR O 5 C G AR EACH SIDE OF Q SHALL BE MINIMUM TWO GALLONS PER CUBIC YARD. THE WATER CONTAINED IN THE CORROSION -INHIBITING OPENINGS EXCEEDINGFEET. 3 E L � ADMIXTURE SHALL BE USED IN THE CALCULATION OF THE WATER-TO-CEMENTITIOUS RATIO OF THE CONCRETE. Z 00 PROVIDE RHEOCRETE CNI BY MASTER BUILDERS OR APPROVED EQUIVALENT. PROVIDE REINFORCING ORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS. PROVIDE (2) _ `" REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE AND S SHOWN ON THE PLANS`. PROVIDE �Z CONCRETE BALCONIES OR OTHER FLAT SURFACES EXPOSED TO THE WEATHER THROUGHOUT THE CO HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/OR BELOW TO PROVIDE w Z :�E LIFE OF THE BUILDING, SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE. .: CONTINUITY. PROVIDE. 9 GAGE GALVANIZED HORIZONTALJOINT REINFORCING DUR-O-WAL OR ALKYL ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL ENGINEER -APPROVED EQUAL) AT 1 Q ) 6 O.C. Q 0 20, OR OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION SHALL BE IN (� __jDO Q ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOT PLACE CONDUITS PIPES ETC: IN CELLS WITH VERTICAL REINFORCING. DO NOT RUN CONDUITS PIPES , = ET C., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL. W ERE MASONRY WALLS ABUT CONCRETE 0SHORING AND RESHORING: COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN O AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS. OTHERWISE EXTEND CMU UJ > UJ > SHORING AND RESHORING SHALL CONFORM TO ACI 3478-88. SHORING AND SUPPORTING FORMWORK SHALL NOT HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN. p BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN Z Q STRENGTH, AS DETERMINED BY FIELD CURE CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATE DON SOONER THAN RECOMMENDED BY ACI 347R-88, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REMOVED IN LESS THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL u U wU THAN TEN (10) DAYS. JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. Ln w PRECAST CONCRETE LINTELS: - USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL,.F F -= LT, LT, BUILDING PAPER, OR LIKE MATERIALS co „ _ ARE PROHIBITED. �_ � UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE U TYPE PRECAST CONCRETE UNITS EQUAL TO UNITS O -Q Z = MANUFACTURED BY CAST CRETE CORP. AND PRESTRESSED AND ADDITIONALLY REINFORCED AS REQUIRED) IN _ ( CHEMICAL ADHESIVE ANCHORING IN HOLLOW ' ELL APPLICATIONS N ACCORDANCE WITH CAST CRETE CORP. "DESIGN MANUAL", LATEST` EDITION; FOR THE SPAN AND LOADING cz Q O CONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8 -1B FOR ADHESIVE ANCHORS (EPDXY STYLE) SHALL BE USED IN HOLLOW CMU APPLICATIONS FOR STRUCTURAL _ � IN THAN 10 F ET AND 8F16-1 B/1T FOR OPENINGS 10 FEETTO FEET. PROVIDE 8 MINIMUM BEARING OPENINGS LESS E ANCHORING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBG AC5 . ICBO AND/OR SBCCI CODE COMPLIANCE N U FOR LINTELS UNLESS NOTED OTHERWISE. IS REQUIRED IN APPROPRIATE AREAS. METRO-DADE COMPLIANCE AND/OR FLORIDA BUILDING CODE COMPLIANCE CL - ARE REQUIRED IN FLORIDA. ANCHORING SYSTEM SHALL INCLUDE THE ADHESIVE,MESH SCREEN' OR UMBRELLA ( ), ►- Z WOOD: ANCHOR (OR INSERT) AND WASHER/NUT FOR PROPER ANCHORING:AC ACCEPTED PRODUCTS ARE ITW RED HEAD U Z` ACRYLIC 7 GRANITE 5 OR ENGINEER APPROVED SUBSTITUTION. O U SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH ALLOWABLE FIBER STRESSES PER THE AWC NATIONAL U •w , DESIGN SPECIFICATION. ALL MANUFACTURED LUMBER SHALL BE 2:OE'GLUED LAMINATED GEORGIA PACIFIC (OR ADHESIVE SHALL BE MOISTURE INSENSITIVE (ALLOWING INSTALLATION IN DAMP OR WATER -FILLED HOLES). Z EQUIV.) AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS. ALL HEADERS/BEAMS SHOULD ADHESIVE SHALL HAVE A -.FULL -CURE LOAD OF 2 HOURS OR LESS AT 7001F OR SAFETY ISSUES. Q BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED OTHERWISE ON PLANS. CONTACT ENGINEER v>x OF RECORD 1F HEADER/BEAMS SIZE IS NOT SPECIFIED. MESH SCREENS SHALL BE FORMED INTO A CYLINDRICAL SHAPE WITH 014E END CLOSED. ALTERNATELY Lu C) 0 UMBRELLA SUPPLIED BY ITW REDHEAD MAY BE USED IN APPROPRIATE APPLICATIONS. THREADED STUDS SHALL Z FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY OR USP CONFORM TO ASTM A36 (STANDARD CARBON STEEL) UNLESS NOTED OTHERWISE. PERMANENTLY EXPOSED CIL L Z w R APPROVED ED E ALA D OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE (O OV QU ) N STUDS SHALL BE STAINLESS STEEL. NUTS AND WASHERS SHALL CONFORM TO THE SAME SPECIFICATION. AS THE Q Q SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORS SHALL BE GALVANIZED. UNLESS SHOWN SUPPLIED STUD. 0 OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG' Q INSTALLATION SH SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED LITERATURE. INSTALLATION SHALL Lu p Lu ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE ALSO INCLUDE BRUSHING AND CLEANING OF DRILLED HOLES WITH COMPRESSED AIR AS INSTRUCTED.`. , - Q NQ DRAWINGS. MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. INSTALL INSTALLERS SHALL BE TRAINED BY THE MANUFACTURERS REPRESENTATIVE. EMBEDMENT SHALL BE AS Z 10d NAILS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS. BOLTS AND LAG SCREWS SHALL CONFORM INDICATED ON THE STRUCTURAL DRAWINGS, O - TO ANSI/ASME STANDARD B18.1. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT z w U WASHERS. LL' Q ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADE A, OR V) ASTM F1554, GRADE 36. ANCHOR ADHESIVES SHALL BE EITHER SET (EPDXY-TIE) OR AT (ARCYLIC-TIE) BY SIMPSON V Z U O STRONG -TIE AND INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. ALL DRILLED ANCHOR HOLES Z V)SHALL BE CLEANED OF ALL DEBRIS AND BRUSHED OUT PRIOR TO INSTALLATION OF ANCHOR ADHESIVE. -z 3 w ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. FASTENER REQUIREMENTS IN PRESSURE TREATED LUMBER ARE AS FOLLOWS; �j w ACZA PRESERVATIVE: STANDARD CARBON STEEL. Lu ACQ & MCQ PRESERVATIVE: HOT DIPPED GALVANIZED - z SODIUM BORATE: STAINLESS STEEL CONNECTORS & FASTENERS (NOT REQ. FOR O 3S 3ILL ILLPLATES E OVER CONCR. &' VAPOR BARRIER NOT DIRECTLY Z Z 'EXPOSED TO EARTH OR WEATHER ABBREVIATIONS BM BEAM B/T BETWEEN CONN. ' CONNECTION CONT. CONTINUOUS CL CENTERLINE CLG CEILING CMU CONCRETE MASONRY UNIT °. DL DEAD LOAD EOR ~- ENGINEER OF RECORD ,: CO D EXT. LAX : ... R. TE RIO FBC FLORIDA BUILDING CODE (2014, 5TH EDITION,) FFE FINISHED FLOOR ELEVATION FTG FOOTING FPA FLORIDA PRODUCT APPROVAL INT. INTERIOR LG LENGTH LL LIVE LOAD LVL LAMINATED VENEER LUMBER (2.OE,` 1- t'WIDE MIN. U.N.O. MAX. MAXIMUM MIN. MINIMUM OR "OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATION O.C. ON CENTER SPACING OPT OPTIONAL OSB ORIENTED STAND BOARD APA RATED MIN. ( ) PCF POUNDS PER SQUARE FEET PLYW. PLYWOOD (APA RATED MIN.) PSF POUNDS PER SQUARE FEET ` PSI POUNDS PER SQUARE INCH SS STAINLESS STEEL STAGG. - STAGGERED SPF SPRUCE -PINE -FIR SYP SOUTHERN YELLOW PINE No. 2 MIN. ( ) SW SHEAR WALL T/G TOGETHER T&G TONGUE AND GROOVE TYP TYPICAL U.N.O. UNLESS OTHERWISE NOTED W/ WITH w/o WITHOUT W.W.M/F WELDED WIRE MESH R FABRIC SHEET INDEX - S1 STRUCTURAL NOTES & SPECIFICATIONS - S2 FOUNDATION PLAN S-3 FRAMING PLAN & DETAILS S-4 TRUSS PLAN &DETAILS S- 5 FOP, N D ATION DETAILS S-6 FRA ING.DETAILS w KEVIN C. MARTIN PE #8035 LU9 Lu LU ALL DECKS GUARDS RAILS STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED IN O ACCORDANCE WITH AWC DCA6PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE, - SHEET ZCONNECTORS2014. ALL FASTENERS AND EXPOSEDTO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT Lu 3 STAINLESS STEEL GRADE 304 OR 316 ' WATER SHORE LINE SHALL B Z P Z a� ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WOOD DESIGN Q O I FCONSTRUCTION, 2 15 &WITH THTHE NATIONAL DES GN SPECIFICATION OR WOOD 0 SHALL BE IN ACCORDANCE WITH ZS1 LU THE FLORIDA BUILDING CODE 2014. E;- N � � N; J Q N N M`o, Ln N U Ln w KEVIN C. MARTIN PE #8035 LU9 Lu LU ALL DECKS GUARDS RAILS STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED IN O ACCORDANCE WITH AWC DCA6PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE, - SHEET ZCONNECTORS2014. ALL FASTENERS AND EXPOSEDTO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT Lu 3 STAINLESS STEEL GRADE 304 OR 316 ' WATER SHORE LINE SHALL B Z P Z a� ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WOOD DESIGN Q O I FCONSTRUCTION, 2 15 &WITH THTHE NATIONAL DES GN SPECIFICATION OR WOOD 0 SHALL BE IN ACCORDANCE WITH ZS1 LU THE FLORIDA BUILDING CODE 2014. E;- N � C.7 N; N N M`o, Ln N w KEVIN C. MARTIN PE #8035 LU9 Lu LU ALL DECKS GUARDS RAILS STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED IN O ACCORDANCE WITH AWC DCA6PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE, - SHEET ZCONNECTORS2014. ALL FASTENERS AND EXPOSEDTO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT Lu 3 STAINLESS STEEL GRADE 304 OR 316 ' WATER SHORE LINE SHALL B Z P Z a� ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WOOD DESIGN Q O I FCONSTRUCTION, 2 15 &WITH THTHE NATIONAL DES GN SPECIFICATION OR WOOD 0 SHALL BE IN ACCORDANCE WITH ZS1 LU THE FLORIDA BUILDING CODE 2014. E;- N � U w STRUCTURAL SHEATHING REQUIREMENTS S a, O w a' w v 0 ZONE 1 ZONE 2 ZONE 3 TYPE SHEATHING 2X4 SPF STUD Is 16" NAIL EDGE/FIELD NAIL EDGE/FIELD NAIL EDGE/FIELD 2X4 No. 2 SPF 16" SHINGLE 7/16" 8d R.S. 6"/12" o.c. 8d R.S. 6112" o.c. 8d R.S. 6"/6" o.c. (ROOF) OSB/PLY ALL WOOD L H STRUCTURAL R EATHING SHALL BE APA RATED,EXPOSURE 1 � " 6 16 " 16 ,' 16" 6 METAL < P 8d R.S. 6"712" O.C. 8d R.S. 6112" O.C. 8d R.S. 6"/6" o.c. (ROOF) OSB/SB/PLY L 2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET W ce n 16" TILE 19/32" PLY 10d 6'712" o.c. ` 8d R.S. 6712" o.c. 8d R.S. 6"/6" o.c. (ROOF) 16rr R.S. 2 2x8 2X6 SPF STUD 16" THE FOLLOWINGMINIMUM REQUIREMENTS: 16" 16" 23/32" T&G 10d OR 16" FLOOR 2X6 No. 2 SPF 1 16" GLUED &NAILED -EDGES: 6" o.c; FIELD: 12" o.c. 16" OSB/PLY 8d R.S. 24"* PORCH 3/8" 8d EDGES: 3" o.c; FIELD: 6" o.c. CEILINGS OSB/PLY 7/16"(MIN.) 0< WALLS OSB/PLY SEE SHEAR WALL LEDGED v 0 WALL HEIGHT STUCCO FINISH WALL HEIGHT FLEXIBLE FINISH 8' 9' 10' 12' 8' 9' 10' 12' ROOF ONLY 2X4 SPF STUD Is 16" 1 12" - 16" 16" 16" -` 2X4 No. 2 SPF 16" 16" Z - 16" z w 16" 12" 2X6 SPF STUD O- o ALL WOOD L H STRUCTURAL R EATHING SHALL BE APA RATED,EXPOSURE 1 � " 6 16 " 16 ,' 16" 6 2X6 No. 2 SPF 24 , 16, 16 SW -1 6X6 SYP POSTS V 16" _ SW 1 2X4 SPF STUD 2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET W ce n 16" 12" _ _ 2X4 No. 2 SPF v STUD TYPE WALL HEIGHT STUCCO FINISH WALL HEIGHT FLEXIBLE FINISH 8' 9' 10' 12' 8' 9' 10' 12' ROOF ONLY 2X4 SPF STUD Is 16" 1 12" - 16" 16" 16" -` 2X4 No. 2 SPF 16" 16" 16" - 16" z w 16" 12" 2X6 SPF STUD 16" 1. ALL WOOD L H STRUCTURAL R EATHING SHALL BE APA RATED,EXPOSURE 1 � " 6 16 " 16 ,' 16" 6 2X6 No. 2 SPF 24 , 16, 16 SW -1 6X6 SYP POSTS 6X6 SYP POSTS 16" _ SW 1 2X4 SPF STUD 2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET - 16" 12" _ _ 2X4 No. 2 SPF 16" 0 16" 22x8 16" 16rr ' 12' 2 2x8 2X6 SPF STUD 16" THE FOLLOWINGMINIMUM REQUIREMENTS: 16" 16" O 16" 16" 16"' 2X6 No. 2 SPF 1 16" Z' Lu 16" 2.1 24'* 24"* 16" 2.1 7!16 .437".THICKNESS 24/16 SPAN RATING wd m U €_ 0< Z _ .2 _ _ J . 2x8 -4 } } 2.1 ;. -. FRAMING LEGEND G D • • 2.1 S6 . � 15!32 .-.469 THICKNESS _ 32/16 SPAN RATING U • • STRUCTURAL BEARING WALLS C� _Q 2 2x8 CL � 2 2x82 Lu ZOPENING 2.1 U 2 2X12 2 2 O 12 2 2X12 2 2X12 O O } _ • • _ SW 1 _ _ 19/32 .....594 THICKNESS 4 SS 0/20 SPAN RATING U w 2 2x12_ 2 2x12 PORCH BEAMS& OTHERS Lu . z _2.3 Q - C? SW -1 FL OR/ROOF TRUSSSW_1 23/32 =.719" THICKNESS - 48124 S SPAN RATING ISSUED: 1/4/18 Lu X 00 .POSTS/COLUMN S ZD ry 0 o_ . Z w a Q _1/2"THREADED ROD w 3"Q S .WASHER FROM DBL. TOP 3. ALL ROOF SHEATHING A ERT GSH LL BE INSTALLED WITH THE LONG DIMENSION J 0 Q Lu rrnn vi O GP N No. OF PLIES SIZE OF HEADER REV _• REVISION Q PERPENDICULAR T T CU R O HE ROOF SUPPORTS: -2: Z Z O , Z 2 2x8 w U Lu o- SCALE 1 � 4 2 2xC 8 4. SHEATHING/SUBSTRATES .. &FASTENINGS FOR EACH F ROOFING TYPE SHALL BE IN ; N C MA e - 3 e N , i 2. 1 - SW 1 Z - SW -1 2.1 ` Z 3 w ACCORDANCEw/ THE FLORIDA PRODUCT O UGT APPROVAL. y .. o '. _ • _ -[c o"-'0% F ' OF KING STUDS O JACK STUDS Q • STA • . w .. U 5. ALL NAILS SHALL BE RING HA G S NK NAILS U.N.O. Zw S /4 ........ oc tiiittcNAE CD 7= PLACE DBLSTUD GROUP UNDER PORCH BEAM FARING IN a rpt' 0 o' LU • } _ 6. 2x BLOCKING SHALL BE USED IN ROOF OOF ZONES 2 & 3 FOR ALL EDGE G SHEATHING GROUP TO PORCH BEAM W/ 1 MSTA 18 STRAP OR LTS18 c) W TWIST STRAP. D FASTEN T GROUP S STUD G OU TO FOUNDATION w/ 1 SHEET Lu J z W - 3 _ x 2 2X8 2 2 8 ) ,2 X12 2 2X12 2 2X8 2 2x8 _ 3 HEAR W EAR. ALL SEGMENTS. FASTEN OSB SHEATHING HORIZONTAL SW1 , FASTENING. . G z W/ 8d NAILS 3 ON EDGES 6 IN FIELD: VERIFY DBL. STUD GROUP. Q_ U W - r- _o - 2.1 2:1 1 & THREADED ROD IS INSTALLED AT EACH SHEAR W t_ C ALL END 2:1 � 2.1 ; .. SEGMENT. 3 EXTERIOR WALL T STUD SPACING W o _ 0 _ I =I wLu _} • i .I Z_ __ Z Lu Z }_ Q O LOAD BEARING STUDSSUPPORTING STUD TYPE WALL HEIGHT STUCCO FINISH WALL HEIGHT FLEXIBLE FINISH 8' 9' 10' 12' 8' 9' 10' 12' ROOF ONLY 2X4 SPF STUD 16" 16" 1 12" - 16" 16" 16" -` 2X4 No. 2 SPF 16" 16" 16" - 16" 16" 16" 12" 2X6 SPF STUD 16" " 6 1 " 6 � " 6 16 " 16 ,' 16" 6 2X6 No. 2 SPF 24 24 16, 16 24 24 16 16" ROOF& FLOOR 2X4 SPF STUD 16" 12" - - 16" 12" _ _ 2X4 No. 2 SPF 16" 16" 16" - 16" 16rr ' 12' - 2X6 SPF STUD 16" 16" 16" 16" 16" 16" 16" 16"' 2X6 No. 2 SPF 1 16" 16" 1 16" 16" 1 24'* 24"* 16" 16"' -I } LL. _ t }} .. ._.. S_6 � 1. THE:AB VE STUD SPACING ARE THE MAXIMUM ALLOWABLE STUD SPACING FOR THE z _ _ REFERENCED LOADING CNDITtONS WALL HEIGHT, EXTERIOR CLADDING TYPE,AND Of Lu . _ t STUD TYPE, UNLESS NOTED OTHERWISE ON THE FRAMING PLAN.. z U. i 2. IF THE STUD UD SPACING IS NOT LISTED THE STUD SIZE AND GRADE 1S NOT _ r O _ } _ ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT. U 2 2 2 2 O G x8 2 2x8 O ( _ } I ALL Wi _S 6- 2.1 2.1 - 3 WALLS WITH STUD SPACING OF 24 O.C.O.C: SHALL HAVE THE SHEATHING Lu €� S6 � INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE 1. STUDS A L, T o! 8 U S ND AL EDGES BLOCKED w/ 2x FLAT WISES UDS. 2 2x8 2 2 - (2 ) 2x m... _ . 3 4. IF PROJECT HAS REQUIREMENTS" UTSIDE THE PARAMETERS OF THIS TABLE O 2.1 - € E 2.1r o' S6 _ S6 __........_.._ ., CONTACT ENGINEER BEFORE CONSTRUCTION. 1 �. _ ( FASTENER LEGEND NAIL DIAMETER LENGTH' 8d COMMON 0.131" 2' 8d RINGSHANK 0.113" 2" 10d x 10.148" PLANS. 1 " ,._l Od COMMON 0.148" 3" 10d R(NGSHANK 0.120" 2 '' 12d COMMON 0.148" 3" i 16d COMMON 0.162" 3" 1. ALL NAILS SHALL BE COMMON NAIL • tli d' O w ,-N UNLESS OTHERWISE NOTED ON THE V ALL THREAD NOTES V PLANS. O U L3.1 N H ..� Imo. 2. INSTALL 10d NAILS IF NOT N 1. AL TH READ`ROD S TO BE 1/2 " DIAMET R BARS PLACED AT 4 O.C. IN ALL EXTERIOR BEARING OTHERWISE NOTED ON THE PLANS. } Lu Ln WALLS. 3. INSTALL THE APPROPRIATE �-6 N 2. PLACE ALL -THREAD TH EAD RODS AT 10 MAXIM F R UM R A FROM EACH CORNER AND AT EACH FASTENERS FOR PRESSURE Lu Z , INT RSECTION ` OF BEARING WALLS. PLACE ALL -THREAD RODS AT3r MAXIMUM , TREATED LUMBER. SEE NOTES ON SHEET S-1. ;zIN D FROM EACH SIDE OF ALL HEADER BEAMS. I r. ,,^^ V "' .j LA N -I-, z o tli d' O w ,-N zz _ ._. - ALL THREAD NOTES V O U L3.1 N H ..� Imo. Q o Qf oa 1. AL TH READ`ROD S TO BE 1/2 " DIAMET R BARS PLACED AT 4 O.C. IN ALL EXTERIOR BEARING .... aZ ` V } Lu WALLS. d" Va Oz �z �-6 s6O 2. PLACE ALL -THREAD TH EAD RODS AT 10 MAXIM F R UM R A FROM EACH CORNER AND AT EACH -O O� Liu ` ILL. a Lu Z , INT RSECTION ` OF BEARING WALLS. PLACE ALL -THREAD RODS AT3r MAXIMUM , D FROM EACH SIDE OF ALL HEADER BEAMS. I r. ,,^^ V WJ J Q .qqw a '• LL. O • ... AL TH 3 L READ-RODS`T E DRILLED O B LLE AND EPDXIED ED INTO FOOTINGWITH S MPSON EPDXY _ Lu SET SYSTEM, P V - OR APPROVED E EQUIVALENT. ALL THREAD EMBEDMENTS FOR M �I _,a > , _ w _ AL L EXTERIOR WALLS AND LOAD BEARING WALLS TO BE A MI ,, MINIMUM OF 7 INTO FOOTING ■ ■ ■ i i. Z _ Q 9 NONE'"' .O _ 3 4 USE3 x3 S QUARE WASHERS L_ THREAD AND ANCHOR BOLT LOCATIONS w U } UNNOTED UNLESS O ED OTHERWIS E: - PRl O ECT. #.• SHD 79 -4TH wd m U €_ 0< Z _ .2 _ _ J . 2x8 -4 } } 2.1 2 2x8 4 O -. FRAMING LEGEND G D J O S6 2.1 S6 . � DESIGNED: KCM U • • STRUCTURAL BEARING WALLS _Q 2 2x8 CL � 2 2x82 Lu ZOPENING 2.1 U 2 2x8 ' 2x 8 2.1 2.1 _,. HEADER BEAMS DRAWN. KCM21 z O S W1 SW 1 O U • • _ SW 1 U w 2 2x12_ 2 2x12 PORCH BEAMS& OTHERS SCALE. AS NOTED . z _2.3 Q 2.3 C? SW -1 FL OR/ROOF TRUSSSW_1 ISSUED: 1/4/18 Lu X 00 .POSTS/COLUMN S ry 0 o_ . Z w a Q _1/2"THREADED ROD w 3"Q S .WASHER FROM DBL. TOP REVISION- 1 J 0 Q Lu PLATE TO FTG. DRILL &EPDXY w/ MIN. 7 EMBEDMENT. W w Lu D FRAMF GP N No. OF PLIES SIZE OF HEADER REV _• REVISION Q -2: Z Z O , e � 1 i i s 0 w U Lu o- SCALE 1 � 4 2 2X _ ; N C MA e e N , i Z e • s e s 59 r Z 3 w .. QUANTITY QUANTITY y .. o '. _ • _ -[c o"-'0% F ' OF KING STUDS O JACK STUDS _ ,. E OF • STA • . w .. U .O P �. i ♦R,� •�w isS 4e Zw S /4 ........ oc tiiittcNAE CD 7= PLACE DBLSTUD GROUP UNDER PORCH BEAM FARING IN a rpt' 0 o' LU A EXTERIOR WALL. NOTCH BEAM AT TOP PLATE &FAST N STUD KEVIN C. MARTIN, PE #80359 www z GROUP TO PORCH BEAM W/ 1 MSTA 18 STRAP OR LTS18 c) TWIST STRAP. D FASTEN T GROUP S STUD G OU TO FOUNDATION w/ 1 SHEET z W - 3 LTT19 HOL WN. D4 Z �=z o- O Q HEAR W EAR. ALL SEGMENTS. FASTEN OSB SHEATHING HORIZONTAL SW1 , S-3 z W/ 8d NAILS 3 ON EDGES 6 IN FIELD: VERIFY DBL. STUD GROUP. W - r- _o - 1 & THREADED ROD IS INSTALLED AT EACH SHEAR W t_ C ALL END NO SEGMENT. U' TR USS E ND INTERIOR BEARING POINTS TRUSS END UPLIFT/CONNECTOR UPLIFT/CONNECTOR UPLIFT/CONNECTOR UPLIFT/CONNECTOR ALL TRUSSES ** <600# / 1 <600# / 1 _H] a � <600# / 1 ..T oLA W W 0 U TRUSS. NOTES.: 70 o r A3Z li FV w 1. TRUSSES MUST BE CAPABLE F TRANSFERRING LATERAL LOADS T THE STRUCTURAL LOAD BEARING WALLS SHOWN ON THE FRAMING PLAN. 30 —1 z 130 3 2. GIRDERS AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY TRUSSES, QUESTIONS 0 _ E SIZE, TYPE OR VALUE -0F A NAIL STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL E AS TO TH S ENGINEER. r �� 16 2 1310 10 1 310..: 1 � �� 62 O, z O'to 3. FASTENING SHALL BE IN ACCORDANCE w/ TABLE R702.3.5 OF THE FBC. GYPSUM CEILING: C � � O O f-- z-� LL-_ 4 rr , rr INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF 24 O.C. UP TO 12 0 HEIGHT. INTERIOR LOAD BEARING WALL ALL G S ABOVE y S U U U h a _ U r rr r. _ BE 2X4#2 SPF 16 O.C.UNLESS OTHERWISE NOTED. 12.0 TO LLl W J Z Q O 5. GABLE END SHEATHING SHALL BE NAILED WITH 8d NAILS AT 4 O.C. ALONG EDGES AND 6 O.C. IN FIELD. - z O -m 6PING. TABLE 2304.9.1 OF THE FLORIDA BUILDING CODE 2014 5TH ED. NAILING REQUIREMENTS ARE N ADDITION TO THE STRAP rO CJ 18 L '. CV M M �- DO CV CJ1 8 Z REQUIREMENTS. CO _ m m 37 r m m m LU _ 7. PROVIDE 5/8" TYPE X GYP. BD. GARAGE CLG.-BENEATH HABITABLE SPACE & 1/2rMIN GYP. BD. GARAGE IDEWALLS & . ' CJ17 W m CJ17 o— UNDERSIDE OF STAIRWAY IF USED AS ACCESSIBLE SPACE. 2 0 z LU _ 8 A TRUSS BRACING AND TRUSS TO TRUSS CONNECTIONS SHALL BE IN ACCORDANCE WITH. THE APPROVED ET FTR ALL U S O USS SHOP rr 24 C 2 C r 24 OC z (� w' DRAWINGS. B8 — N 11 _ B8 g. UPLIFTS LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED BY WILLIAM H. KRICK P.E. #70861 DTE. 12 U /14/17 N . Vi0 Z A6 _ N _ N A6 a ry o, 0 LU A5 A5 J Q U TRUSS TO TOP PLATE CONNECTOR SCHEDULE _ A4 J A4 .TRUSS TR USS E ND INTERIOR BEARING POINTS TRUSS END UPLIFT/CONNECTOR UPLIFT/CONNECTOR UPLIFT/CONNECTOR UPLIFT/CONNECTOR ALL TRUSSES ** <600# / 1 <600# / 1 <600# f 1 <600# / 1 ..T oLA W Z TT W LL W i � r Z 1. SiMPSON SDWC15600 TRUSS SCREWS THROUGH TOP PLATES/HEADERS INTO TRUSSES _ r QM LTI_ PLY TRUSSES MUST HAVE(1) UPLIFT CONNECTOR PER TRUSS PLYUNLESS NOTED D OTHERWISE. v O z W Z _ o M .J L U _ U') M Z u7 t.f) In w' _ .Iii co O _ O _ , d- cfl _ O' v rn �r ry ROOF DECK NAILING PATTERN: 4-12d 2 ES TOE NAILS d' r 0- EDGE 8d O 4 -0.C. " OSB EA. END FROM BLOCKING FIELD:ELD. 8d 06• O.G, 7/16 TO TRUSS TOP CORD .ROOF DECK 4 U.C. WITHIN 48 of GABLES A 1 0 2X4 CONT. BLOCKING Al , CONT. 2X4 BLOCKING SI PSON H2.5 HURRICANE P 2 4 - 0 ALL SHEATHING JOINTS r— M CANE CU EA W TRIGER 2X BLOCKING O X BRAgNG 4-16d NAILS 1X2 P.T. DRIP BD. WITHIN 48" OF GABLE TRUSS Q . WOOD FASCIA Lj �. 4-1 LS �- V 2X4 SYP U_ V .OUTRIGGER 0 24 O.C. ALIGN ONE F m � 4-12d 2 ES TOE NAILS r. c) _ N OUTT2IGGER W , EA X BRACE OR 2X EA. END FROM BLOCKING 2X4 X NG / 4 BLOCK 048" O.C.Ln O O TO TRUSS TOP CORD SEE qi I BELOW TOP CORD OF GABLE END TRUSS N DROP 31/2'. CONT. 2X4 SCAB FROM WQ V II TOP TO BOTTOM CORD AT X" BRACING O w z . 1s ose WALL SHEATHING N O 12d LS IYP. M Z — I II N o 2X4 SCAB O Q 48 D.C.:G.C. Fn _ m . d' O IF VERT. WEB IS NOT T Z Z PRESENT �o t N V __ t..t..l , M Q LL] N 0 12a o .FROM PROVIDE ADDITIONAL 2X4 VERT. 6 CABLE IS z I I I .. 2 BRAgN BLOCKING 8EL0 _ Y � HIGHER THAN 4 0 TO FORM AN 1 SHAPE �...I d 0 a �..� .... ' 2X4X8 LATER Z BRAq CHART BELOWV4-16d NAILSSMIP50N LSTA1 814^1 3 � Od 0 2 0W 3-1 JE TO EA. TRUSS � .C. V 0 / ._.t O _ Bb D BOTTOM CORD OF GABLE END TRUSS, ;: 0 2 12d TOENAILS O 8' O.C. FROM TR e _z u SS BOTT(MI 3 z CORD TO BGIIBLE TOP PLATE O� LU LLQ ' O ta. z fi2X4 T�7P PLA _ lE5 D 4-16d NAILS SYP W J k 2X4 BLOCKING 048" O.C. i 1 Q BETWEEN GABLE AND :•rri ::D4 STUDS O 16'OC D TWO TRUSSES ' SPF iR l l ) a CL LU N/LL PATTERN: C4 N O.,dk wEDGE 8d NAIS O 4 O.C._ �X BRACE CHARTFlo.D: 8d NA4 2 PITCH - Q1 BRACE 0 8 0 O.C. MAX5 12 TO7 12 PITCH_a( BRACE 0 6 0 O.C. MAX •- - o _ _ A2 GREATER THAN 7 12 PITCH —�( BRACE O 4 0 O.C. MAX A2 W Ln U / III LU m J - ,: N N N r CV' O Q t'R _ O ECT #. z tttB7 l SHD 79-4 TH J B7 Q 0 GABLE END TRUSS BRACING 1 r » DESIGNED: D _ E. �, _ KCM ryN U 1 2 1 0 �- Q o_ 122 38 142 LU 1 0 142 38 121211— U z DRAWN: �_I KCM z O O U U w 7 z Q SCALE c� a AS NOTED _ 1 1 1 1 - W X O _ 4 0 S _ S4 Q SUED. _S 4 tS - 1/4/18 Z a Q ,o LU REVISION -1: Q _ W w LU o SDWC 15600/15450 TRUSS SCREW INSTALLATION a z REVISION -2: 0 Rafter to To Plate shown ES. SDWC1 . FL 1 7 at s o n z U COD 5600 39 5.2 P LU I—W Truss to Top Plate similar Rafter to To Plate shown I! t' 1 B _ 1 1 d' cuss -to To Plate � Q P ate similar o 0 0 Optimal C M 1 O P 2 A Optimal 2 Im 12 N =... 2% Optimal a 2/ z \ . P o J o o ♦ . 1 r Z 0 0 ti � o o F 0 o o �- . O 1 0 1 0 0 O _ 3 v> 9 o 5 _Z 3 3 0 0 Z a Rafter or Tr uss �r M 3 uj o .< 3 minimum < — Y2" nlmurn Mln z _ Q z.. distance f 23 .< l ce or full values 2Y / 4 4 p rr Splice may be In . O F W (with or without p uta late Y . - _E � TA 3 P S �. W r u e or lower ate II upper U splice) P .O 2 Don I . P of install SDW In LU C p ) �c J i T w hat Pressure v O R shed area z " O 1 l� treated 3f o ax Y 4 S 2 .. , .4 • • S. O A r sill i SDW _ .. . � o C1 _z S D C 15600 5600 LU W LU 1 SDWC15600 DW Yz mm o W S C15600 Offset fro 4 r,�-�I KEVIN N C. MARTIN, o R IN PE #80359 Z 1 0 o Overhang to late _ erh h o a 3 PP o 1 max 0 4 • Optimal rr 21/ , 2 splice p _. 3/ mIn p o full SHEET LU values SDWC15ti00 t a Shad to Double Top 3 _ Plates Note. 1. SI o -roof rafters may be sloped La to and including a 1 2.12 Itch oP P� DW C1 P� P n9 C15600 P SDWC15450 at III Z � S Plate Connection-FL19375. 2 - rr , Wilde Face of:Stud r � � z and must be blrcismouth cut. `Finish: • , � FIrn h. - DW 1 s Black E Coat S C 5600.. Note. Sloped -roof - be sloped u roof rafters m to and including a 12.1 _ a 2 I 'n tch and Ce O P� P� P Note. Stud -to -double Y 9 u e to plates shown. P Stud to-sln le/dou I 2. Referen b e bottom. plates over _ Reference detail 4 for Installation instructions. P P e Q rr (Wide de Face of Stud � Note. Reference detail 2a m ) for installation angle limit must cut.. 9 be blrcismouth wood floor similar. • a z N I Note: SII late andior to faundafion not sham LU P h for da MY o— N ..T oLA W A3 A3Z W W > 0 J � W Q Z TT W LL W i � r Z 1. SiMPSON SDWC15600 TRUSS SCREWS THROUGH TOP PLATES/HEADERS INTO TRUSSES _ r QM LTI_ PLY TRUSSES MUST HAVE(1) UPLIFT CONNECTOR PER TRUSS PLYUNLESS NOTED D OTHERWISE. v O z W Z _ o M .J L U _ U') M Z u7 t.f) In w' _ .Iii co O _ O _ , d- cfl _ O' v rn �r ry ROOF DECK NAILING PATTERN: 4-12d 2 ES TOE NAILS d' r 0- EDGE 8d O 4 -0.C. " OSB EA. END FROM BLOCKING FIELD:ELD. 8d 06• O.G, 7/16 TO TRUSS TOP CORD .ROOF DECK 4 U.C. WITHIN 48 of GABLES A 1 0 2X4 CONT. BLOCKING Al , CONT. 2X4 BLOCKING SI PSON H2.5 HURRICANE P 2 4 - 0 ALL SHEATHING JOINTS r— M CANE CU EA W TRIGER 2X BLOCKING O X BRAgNG 4-16d NAILS 1X2 P.T. DRIP BD. WITHIN 48" OF GABLE TRUSS Q . WOOD FASCIA Lj �. 4-1 LS �- V 2X4 SYP U_ V .OUTRIGGER 0 24 O.C. ALIGN ONE F m � 4-12d 2 ES TOE NAILS r. c) _ N OUTT2IGGER W , EA X BRACE OR 2X EA. END FROM BLOCKING 2X4 X NG / 4 BLOCK 048" O.C.Ln O O TO TRUSS TOP CORD SEE qi I BELOW TOP CORD OF GABLE END TRUSS N DROP 31/2'. CONT. 2X4 SCAB FROM WQ V II TOP TO BOTTOM CORD AT X" BRACING O w z . 1s ose WALL SHEATHING N O 12d LS IYP. M Z — I II N o 2X4 SCAB O Q 48 D.C.:G.C. Fn _ m . d' O IF VERT. WEB IS NOT T Z Z PRESENT �o t N V __ t..t..l , M Q LL] N 0 12a o .FROM PROVIDE ADDITIONAL 2X4 VERT. 6 CABLE IS z I I I .. 2 BRAgN BLOCKING 8EL0 _ Y � HIGHER THAN 4 0 TO FORM AN 1 SHAPE �...I d 0 a �..� .... ' 2X4X8 LATER Z BRAq CHART BELOWV4-16d NAILSSMIP50N LSTA1 814^1 3 � Od 0 2 0W 3-1 JE TO EA. TRUSS � .C. V 0 / ._.t O _ Bb D BOTTOM CORD OF GABLE END TRUSS, ;: 0 2 12d TOENAILS O 8' O.C. FROM TR e _z u SS BOTT(MI 3 z CORD TO BGIIBLE TOP PLATE O� LU LLQ ' O ta. z fi2X4 T�7P PLA _ lE5 D 4-16d NAILS SYP W J k 2X4 BLOCKING 048" O.C. i 1 Q BETWEEN GABLE AND :•rri ::D4 STUDS O 16'OC D TWO TRUSSES ' SPF iR l l ) a CL LU N/LL PATTERN: C4 N O.,dk wEDGE 8d NAIS O 4 O.C._ �X BRACE CHARTFlo.D: 8d NA4 2 PITCH - Q1 BRACE 0 8 0 O.C. MAX5 12 TO7 12 PITCH_a( BRACE 0 6 0 O.C. MAX •- - o _ _ A2 GREATER THAN 7 12 PITCH —�( BRACE O 4 0 O.C. MAX A2 W Ln U / III LU m J - ,: N N N r CV' O Q t'R _ O ECT #. z tttB7 l SHD 79-4 TH J B7 Q 0 GABLE END TRUSS BRACING 1 r » DESIGNED: D _ E. �, _ KCM ryN U 1 2 1 0 �- Q o_ 122 38 142 LU 1 0 142 38 121211— U z DRAWN: �_I KCM z O O U U w 7 z Q SCALE c� a AS NOTED _ 1 1 1 1 - W X O _ 4 0 S _ S4 Q SUED. _S 4 tS - 1/4/18 Z a Q ,o LU REVISION -1: Q _ W w LU o SDWC 15600/15450 TRUSS SCREW INSTALLATION a z REVISION -2: 0 Rafter to To Plate shown ES. SDWC1 . FL 1 7 at s o n z U COD 5600 39 5.2 P LU I—W Truss to Top Plate similar Rafter to To Plate shown I! t' 1 B _ 1 1 d' cuss -to To Plate � Q P ate similar o 0 0 Optimal C M 1 O P 2 A Optimal 2 Im 12 N =... 2% Optimal a 2/ z \ . P o J o o ♦ . 1 r Z 0 0 ti � o o F 0 o o �- . O 1 0 1 0 0 O _ 3 v> 9 o 5 _Z 3 3 0 0 Z a Rafter or Tr uss �r M 3 uj o .< 3 minimum < — Y2" nlmurn Mln z _ Q z.. distance f 23 .< l ce or full values 2Y / 4 4 p rr Splice may be In . O F W (with or without p uta late Y . - _E � TA 3 P S �. W r u e or lower ate II upper U splice) P .O 2 Don I . P of install SDW In LU C p ) �c J i T w hat Pressure v O R shed area z " O 1 l� treated 3f o ax Y 4 S 2 .. , .4 • • S. O A r sill i SDW _ .. . � o C1 _z S D C 15600 5600 LU W LU 1 SDWC15600 DW Yz mm o W S C15600 Offset fro 4 r,�-�I KEVIN N C. MARTIN, o R IN PE #80359 Z 1 0 o Overhang to late _ erh h o a 3 PP o 1 max 0 4 • Optimal rr 21/ , 2 splice p _. 3/ mIn p o full SHEET LU values SDWC15ti00 t a Shad to Double Top 3 _ Plates Note. 1. SI o -roof rafters may be sloped La to and including a 1 2.12 Itch oP P� DW C1 P� P n9 C15600 P SDWC15450 at III Z � S Plate Connection-FL19375. 2 - rr , Wilde Face of:Stud r � � z and must be blrcismouth cut. `Finish: • , � FIrn h. - DW 1 s Black E Coat S C 5600.. Note. Sloped -roof - be sloped u roof rafters m to and including a 12.1 _ a 2 I 'n tch and Ce O P� P� P Note. Stud -to -double Y 9 u e to plates shown. P Stud to-sln le/dou I 2. Referen b e bottom. plates over _ Reference detail 4 for Installation instructions. P P e Q rr (Wide de Face of Stud � Note. Reference detail 2a m ) for installation angle limit must cut.. 9 be blrcismouth wood floor similar. • a z N I Note: SII late andior to faundafion not sham LU P h for da MY o— N Q TE SLAB W/ 6X6 W1.4x1.4 OR 4 CONCRETE INSTALL TRANSFER BARS PER FIBERMESH 4�CONCRETERETESL HEIGHT FCURB VARIE w/SLOPE OF W/ 6X6 GARAGE 4:CONCRETE LA W' 6X6 W1.4x1.4 OR FIBERMESH. M WALLS ONLY) PLANS (CMU ( r, 4 CONCRETE SLAB W/ 6X6 W1.4x1.4 OR W1.4xl.4~OR FIBERMESH 8 MIN. 1 #4 BAR 1N STEP NTIN. CO FOR ( GARAGE ONLY) FIBERMESH. H. INSTALL TRANSFER BARS PER CURB/ 1 w #5 CONTINUOUS CMU WALLS ONLY Z _ PLANS .CMU WALLS ONLY W, U.N.O: ( ) — ) CURB HEIGHT VARIES, SEE ARCH O Z " >r F.F.E.bo z_ —' #5 DOWEL BED AT BOT. N UR. wO.C.PLACE AT CORNERS CURB ENDS AND AT 48 PLANS. <iI. � .ES >GRADE VAPOR BARRIER (6 MIL MIN. OVER CLEAN 6 OPT. BRICK LEDGE w/'1#4 0R#5 BAR VAPOR BARRIER (6 -MIL \ r ° r VAPOR BARRIER 1 ' ,•• W` uj D COMPACTED FILL FROM GRADE TO BOT F FOOTING. SEE PLAN MIN.) OVER CLEAN � HL 6 MIL MIN. OVER CLEAN _\ rez_ \ — r�S FOR LOCATIONS. FOOT NGCOMPACTED SCHEDULE \E COMPA TED FILL MONOLITHIC FOOTING. SEE 6uOPT: BRICK LEDGE w/ 1 #4 R #5 BAR FILL , FROM RADE T T. OF FOOTING. EE PLAN /oz ' DNTERIOR MONOLITHIC FOOTING.SEE scHE �.s INTERIOR FOOTING SCHEDULE FOR SIZE AND S F NG FOR LOCATIONS. VAPOR BARRIER (6 -MIL FOOTING SCHEDULE FOR SIZE AND ;REINFORCING MONOLITHIC FOOTING, SEE REINFORCING S HDuLE MIN. OVER CLEAN COMPACTED FILL FOOTING SCHEDULE FOR SIZE & MONOLITHIC FOOTING, SEE REINFORCING FOOTING SCHEDULE FOR SIZE :& • Z I�NEL RaYR I�aOe HIC FOOTING REINFORCING EXTO 2 IR M N EPO F Ir Ok' Tf RNr Gf,G N0— ED. GARAGE/CURB MONOLITHIC FOOTING 37 J.._ INSTALL TRANSFER BARS PER 4„ CONCRETE SLAB w/ 6 MIL MIN. CMU VAPOR BARRIER OVER CLEAN PLANS WALLS ONLY COMPACTED FILL. THICKENED EDGE SLAB, SEE FOOTING SCHEDULE FOR SIZE &REINFORCING o 4,CON RETE SLAB W/6X6W1.4x1.4 OR 1 #4 BAR IN STEP CONTINUOUS 4„CONCRETE SLAB W/ 6X6 W1.4x1.4 OR 4CONCRETE LAB W/ 6X6 W14 1.4 R FIBERMESH. .�O . FIBERMESH F.F.E FIBERMESH. IL . ,rN z = r4 z rGB . — SE ARCH. PLANS , a •._ < X/I > ^< r VAPOR BARRIER (6 -MIL , MONOLITHIC FOOTING. 0 , /\f VAPOR BARRIER (6 -MIL / VAPOR BARRIER (6 -MIL MIN.} OVER CLEAN < \f OVER CLEAN FOOTER ATTHICKENEDEDGE. SE� � COMPACTED ILL `a .O SEE FOOTING SCHEDULEMIN. FOR 00 Ees+Er OVER CLEAN FOOTINGCOMPACTED FILL FILLMIN.) 8 x8 FOOTING AT TEP FOR SIZE ANDCOMPACTED REINFORCING. SEE FOOTING SCHEDULE \, a SIZE AND REINFORCINGSCHEDUCE ' ISOLATED SPREAD FOOTING. < SCHUDLE ..SEE FOOTING SCHEDULE 5 EE FOOTING FOR SIZE AND REINFORCING SCHEDULE EGAN. D>< N� A FT TC KNED DGE G S� : C� U P\ JOTING Q4 SPREAD FOOTING w/ MONO FTG. oQ ry U. Q 3/4” MIN 0 KEYED JOINT (AT SLAB MID -DEPTH) z _ PLACE VERTICAL REINFORCEMENT ON STEP DOWN VARIES PER INSTALL#5 VERTICAL BARS PAINT w/ CURING COMPOUND AS BOND BREAK BEFORE ADJACENT SYP PT POST, SEE FOR SIZE EACH SIDE OFFOOTING ELEVATION CHANGE. ' ELEV. CHANGE CONTACT ENGINEER IF AT 18„-0.C. OR 2 TOTAL SLAB IS PLACED STEP IS MORE THAN 24„ MIN. EXTEND INTO CURB & PLACE �1) #5 BAR CONTIN. IN CURB BEND T„ MIN. AT BOT. GARAGE RETURN WALL AT GARAGE RETURN w/ MIN. 28 BEND INTO ADJACENT WALL �aF ,< USE Z -BAR FOR THI K N DED E1-0 CONCRETE . - a. TWO TO GARAGERETURN FOOTING : OR STEMWALL � SLAB REINFORCING PER PLAN ` CONSTRUCTION IV.3H JOINT >>\, .Tx < r s ° < r >P <� .� .. .--------- to � N(s FOOTING W/ CURB. SEE DETAILS & SCHEDULE FOR SIZE & REINFORCING SACUT LAB REINFORCING PER PLAN ROUND OR SQU E POST FOOTING ONFORCEMENT. a � ., 48AR d LAREINF M C14 `3/4 r ON SAME DAY AS POUR 1/ /4„ PREMOL ED STRIP ° LrN ,-OC a<<� W/ DINT SEALER FLUSH W/SURFACE` ° 0 1' 0 LL.FILL rArS GARAGE DOOR JCKENED'EDGE F00TING. SEESCHEb LE FOR I a` o� ia. . 1� .•,si- rNK 'a r!D< G SIZE & REINFORCING R BARRIER (6 -MIL < <> � boom”VAP QL, MIN: OVER CLEAN COMPACTED FILL SAW CUT JOINT FORMED JOINT � , \ �E VEQVtZ. 'V �N RO JOINT 2-4 N. USE Z BAR FOR STEP DOW MIN. 12 " a8 BAR OLAH OR H MAINTAIN 48 BAR ; ZOCON Lu Q .sL R< E> T" G UrCr AF,.rr CONTROL JOINT TO BE 15_0 OC MAX r>> EXTEND BOT. BARS DIAMETERS FOR SPLtCESNOTE. FOOTING -1 INTO EACH FOOTING. zFROM FOOTING -2 A MIN: OF 8„. Ln VLQ t PBMCSOC NT DETAILS 1FIXED POST FOOTING IT' TPT 0— 0r�R s ■■e T,PRO ECT :SH 79 H POST POST w/ HOLDOWN, SEE DESIGNED: K M ' FRAMING PLANS & DETAILS FOR 4 CONCRETE SLAB W/ 6X6 W1.4xl.4 OR SPECS. DRAWN:KCM FIBERMESH OVER 6 MIL VAPOR BARRfER&CLEAN COMPACT FILL BARRIER HEADER BLOCK w/ U -BL CK w/ 1#5 BAR HEIGHT OF CURB VARIES w/ SLOPE OF GARAGE OR STEP FORM &POUR SHOWER 6, MIN. O CURB/RECESS w/ (1) #4 HEIGHT F CURB PER SHOWER RECESS .I —0— oCMU 1 #5 BAR CONTINUOUS F.F.E. CONTINUOUS SLAB TO STEMALL JOINT w/ W ELASTOMERIC SEALANT FILLER.=7 CONTIN. � SCALE: AS NOTEDFILL SEE TYP. STEM LL UE •1 ISS4/188x16 r CMU STEMWALL. FILL : > 8 x16 CMU STEMWALL. FILL 8"X16” CMU STEMWALL. FILL REINFORCED CELLS SOLID 4„ C N RETE SLAB W/ 6 6 W1:4x1.4 OR DETAIL FORS CS. � REINFORCED CELL SOLID VERTICAL REINFORCINGT BE (1#5 GRADAT 48 O.C. & AT CORNERS w/ MIN. 7„ &12 MIN. BEND INTO BEND AT BOTTOM REINFORCEDED ELLS SOLID GRADE 4„CO RETE SLAB 6X6 W14x1.4 OR OVER 6 MIL VAPOR &CLEAN COMPACT FILL \F,< \H \\ ` GRADE FIBERMESH OVER 6 MILVAP R BARRIER & CLEAN COMPACT ADD (1) #4 MIN. iN �—� .\ GRADEFIBERMESH ur� PAD FOOTING FOR PORCHBARRIER ` REVISION -1: ADD 1 #4 MIN. x U.N.O. ADD 1 #4 MIN. IN !_E FOOTING FOR VERTICAL REINFORCING T BE 1 #5 r „ AT w/ MIN. 7„SLAB LEDGE r POST SUPPORT. SEE PLAN`A i FOOTINGFOR BRICKREINFORCINGVERTICAL >\R aiSa FOR BRICK LEDGE ,I. BE 1 #5FOOTING .<AT 48”-O.C. &AT w/ MIN. 7LOCATION AT SOTTO &12„MIN, BEND.INTO SLAB U.N.O.EMWALLF00TING. rrr SCHEDULE FOR SIZE, & REINFORCING REVISION -2: .I. SEE SCHEDULE 0 �\ BEND AT BOTTOM12 BEND INTO .. ` rM�rr�� trG; FOR ZE AND REINFORCING. A. .T:_.. U BLOCK U.N.O.U.N.O F. r< STEMWALL FOOTER. EE SCHEDULE FORSIZE AND,REINF REINFORCING. SEE TYP. EMWALL DETAIL & SCHEDULE FOR SIE & REINFORCING JVh eONQ,�dM-() iQ�Nid �-' r' , q < T \F> °> r r<, < STEMWALL FOOTER.SEE SCHEDULE FOR SIZE AND REINFORCING. >.< r r NG L � F NG. rG �,<• S SOILS TO BE BEARING SOILS TO BE e , BEARING SOILS TO BENG COMPACTED & FREE OF DELETERIOUSMATERIALS iT jGV .EARIN e .T COMPACTED &FREE OF DELETERIOUS MATERIALS COMPACTED &FREE OF \ 44/ EOF ODELETERIOUS o ., MATERIALS P\ As ..,i s� :e O FtEXTERIOR STEMWALL AT SHOWER CN STEMWA LFTG.&PAD S. e S/oNA �E e STE WALL FOOTING GARAGE/STEP STE ALF00TING TE CONTACT ENGINEER TEM ALL EXCEEDS 4„,A NOTE. CONTACT ENGINEER IF TEMWALL aLe ` NOTECONTACT ENGINEER IF TE LLBN TE.CONTACTENGINEERIF' TEMWALL EXCEEDS 48 FROM T.O.S TO FOOTER (6 COURSES). EXCEEDS 43" FROM T.O:S TO FOOTER (6 KEVIN C. MARTIN, PE #803 5 9 EXCEEDS 48 FROM T.O.S TO FOOTER 6 FROM T.O.S TO FOOTER 6 COURSES). COURSES). COURSES). SHEET S-5 uF- w Uf 1-- MIN. 7/16 OSB SHEATHING _ Q 0 0 U ROOF DECK FASTENED TO HORIZONTAL W/ 8dNAI NAILS @ 11 WHERE DISTANCE B/T TIE -RODS O.C.ckN EDGES 12 O.C. IN 6O PRE A Lu TRUSSES. SE E FRAMING PLAN FOR EXCEEDS MAX. SPACING INSTALL 1 M NUF. TRUSSES PER FIELD. USE 2x F LATWI E F S SHOP DRAWINGS R WINGS TR cn SHEATHING SIZE & FASTENING 2 No. SYP. USS IMP 2 z AT ALL S SON MSTA STRAP AT MID POINT O 3. BLOCKING Z DETAILS. O PORCH BEAMS. PLAN z LENGTH TO BE DETERMINED IN FIELD O ORIZONTAL EDGES. O HO SEE FRAMING cn I-- O EDGE OF ALL THREAD WASHERMUST BE PLAN FORSIZES. _ - _ WITHIN N 3 OF THE HEADER KING STUD, N ui - SCHEDULE ON .TRUSS uj SEE CONNECTOR 0 z J TYP B TH SIDES PLAN FOR TRUSS. TO TOP PLATE . O S ES OF OPENING. 0 CONNECTIONS. ONS z N0. 2 SYP HEADER BEAM TYP. WITH o FASTENED 2 2x4NO.2S SYP TOP PLATE FAS `` 1 O FLITCH. C SEE FRAMING PLA FOR _z IF 2 N O 3 Lu AT 16 O.C. STAGG. 2 ROWS 1Od PLYWOOD MIN. N O ' SIZES. a FASTEN o LAP.. EACH POR 1 1 d I N CH" o MINIMUM 48 LAP WITH 8 0 FASTENED TO PORCH z SEE FRAMING PLAN FOR NUMBER OF CEILING ROOF FRAMINGMING z Lu BEAM T POST c2) 1 , 11 TOE NAIL IN S & 1 EE FRAMING KI AN MSTA24 READ CONNECTORS S NGS D JACK STUDS w/ NAIL AT 0 1/2 ALL THREAD 8d S 6 O.C. ( ) Lu V PLAN &ALL THREAD NOTES FOR INSTALLATION ALONG EDGES & 12 STRAP SIMP SON STRAP. 0 SPECIFICATIONS, SPACING AND EMBEDMENT. FASTEN DOUBLE KING STUDS S TO O.C.OC IN FIELD TYP. SINGLER1 C PPLE STUD WITH 16d z _ KING STUDS NAILS AT 6 O.C.3 Q NMI HORIZONTAL W/ 8d NAILS\I,. 7/161 OSB SHEATHING W No --\. 2 SYP P T. PORCH POST. . . ON EDGES 12 O C IN FIELD. USE 2x J 6 OC A K T D J J C S U S OPENING SIZE VARY. EE , . Q S S SEE PLAN FOR U FLATWIS E BLOCKING AT ALL HO RIZONTAL EDGES. O SIZE E& o LL o PLANFOR OPENING SIZES LOCATION o J W z MIN. 2x4 SPF STUDS AT 16,O.C. DOUBLE SILL REQUIRED WHERE RE W 0; 0 Q 1 OPENING X G E CEEDS SIN WIDTH W U 2x4 N O 2 SYP PT BO T TO M_P L AT E. A PPL Y 1/2 1 U.N.O. SIMPSO N AB H OLDOW.N. `ALL -THREADED RODS AT 41O.0.WITH 7 MIN THREADED ROD EMBEDMENT DEPTH 7 MINIMUM SEE DETAIL FOR SPEC. W Wza'w EMBEDMENT CENTERED BETWEEN DRILLED AND EPDXY INTO FOOTING WITH UWQ W ALL -THREADS S D AND AT EACH SIDE OF BOTTOM z ALL _ SIMPSONPLATE SPLICES.ET P Y EA S EPDXY OR SIMILAR. cn 0SEE ALL -THREAD D NOTES FOR ,z W PORCH POST FTG. SEE Uzi DETAILS. 0_ o 2x4 NO. 2 O SYP PT BOTTOM PLATE. APPLY 1/ • • F Z 2 _ 2 FOUNDATION PLAN &DETAILS Q v . .: , . ALL -THREADED TI READ T 4 .. _ .... SEE FO UNDATION PLAN FOR ALL FOO NG ED RODS A O.C. WITH 7 MIN b . .. II cc ao DETAILS. THIS IS FOR ILLUSTRATION ONLY EMBEDMENT CENTERED BETWEEN O GRADE �I r. •. < • 1 •e ... d�\/\ e A • < < a d • , �AND MY NOREFLECT THE ACTUAL .. .. 4 ., ..e ALL -THREADS ADS AN D AT EACH SDE OF BOTTOM u. d . < M / 4 z d. \ \ : d.. � rn a d • . u.j d A.- A LL < r*-,%- F. • e dFOUNDATION SYSTEM. LATE SPLICES. EEALLT READ NOTES FOR/ DETAILS.- Z v d ♦ a \ \ \ \\ d Z / LU / � J Q / / a o` O HEADER FRAMING DETAIL TYPICAL PORCH FRAMING DETAILWALL SECTION TYPICAL 2 0 -3. 1 _ 3 4 1 4 1_ o 3/4 —1 0 / ry W %0` WV, NLn m N 00 r V N' o' a 0 N O M Os Imo, I z :Ln N O J z co d' ,0 a LL Ltd .— o N zz ta..l V M O _ N- Q U '71 _..1 z Z a Q O a v > VLU .,.1 z E DOOR :TRA J GARAGE CK. 7 O O O— N O Lu Z ,e Z MIN. THREADED ROD ANCHOR Lu J ....�. Ln V J U a SEE FRAMING LAN FOR MIN.3 X 1/4 SQUAREDARE WASHER & L'� N w i i O _ M NUT MIN. 2 PLY STUD GROUPPOR IRV w GARAGE HEADER BEA3"x3.5" MEMBER CL M` w 0 SIZE AND DETAILS I S BE WITHIN DBL. TOP PLATE. ■■ EDGE OF WASHER TO Z � FASTEN T/G>PER ■ ■ ■' ■ °O Q ALL OF SHEATHED SIDE OF W DETAILS TYP. _ LAP TOP & BTM. STUDS wo o U l` w N TOP PLATES AT AL L 0 0 CORNERS. FASTEN Lu ' J UJ 2 X8(PT (PT) AC H m . TYP 2x P.T..SO PLATE E o 0 ® Ta. .,s.. ,. . _ STUDS TOGETHER HER w/ SIDE OF GARAGE DOOR CORNER STUD �5� 1 dNAILS F RO ECT #• SHD-79-4TH a OOR #1 Ox1 SD FASTERS PER Z= NTNG. FILL ALL HOLES w/ 16d x 2NAILS DRILL &EXY 1/2THREADED z I � 0 0 - DESIGNED: KCMSIMPSON SPECS. QO ROD w/ MIN. 7:EMBEDMENT INTO U cn 0 FOUNDATION. o y :4 Q . w n n 0 r. 4 LA LT AT EACH • 4 1 /2 X G S C Lu DRAWN: o ' , KC M Uz SILL PLATETYPICAL ANCHOR z DOOR TRACK WI TH2n SQUARE OU MINIMUM 5/8 THREADED ROD CORNER 2X4 FRAMING UW WASHER AND NUT ATGARAGE 2 .RO S OF 8x3.25 SCALE: AS NOTED Z Q HEADER BEAM DOUBLE STUD PRESSURERE TREATED PORCH -POST: o NAILS AT 8 O.C. INTO — _ SEE PLAN FOR SIZE& LOCATION ATI N N X Lu GROUP BE o TRPLE. GROUP BEARING. 0 O ISSUED: 1 • 1 /4/18 12 o- CL 0 USE 8dx3 25 � NAILS AT 8 O.C. Z • 2x PT SOLE PLATE TYP Q o , Q ' ABU66Z OST BASE: FILL 0 FOR STUD GROUP SEE FOUNDATION PLAN FOR � REVISION 1. J0 ALL HOLES w/ 16d NAILS: SILL PLATE Qw o- ALL FOOTING DETAILS. THIS IS W W 0 FO R ILLUSTRATION ONLY AND tLAN a — REVISION 2. z MAY NOT REFLECT THE o Z . MIN. AN H R BOLT OR Lu ACTUAL FOUNDATIONTEM. CORNER RAM ING DETAIL r-•- w DRIVEWAY THREADE ROD WETSET � r ry r r �♦ _ a \ a .. OR DRILLED & EPDXIED. ED a o o 0 i r CE 44 r o 6 MIN. 7" EMBEDMENT. Z NO DRILL &EP EPDXY 8THREA ED • NOTE: ADD 1) ADDTIONAL ROWOF NAILS AT .; o ROD w/ MN: 7 EMBEDMENT INTO EACH STUD FACEfOR 2X6&2X8 FRAMING ,eo cet � e \ FOUNDATION. Lu HTT5 HOLD W • v d O N � ARi ldd7 _ . �)ZL✓ .-cr _ Q / / / U J.W J W V - Z Z �w LU GARAGE DOOR TRACK MOUNT DTL _ w3 q- 3/4„_1,_0„ Z� Pz Wo a - z w o� zCJ V KJ O M Z E W � o �1 _ T r w PRE DEV. SPOT EL. z r 1 0 9 z — POST DEV. GRADES 0 z z . w O Q _ SF SILT FENCE 0 O �. T c� w POST FLOW DIRECTION / AV. �._ REVISION -2: -= .• 1 •• w w . t� S ATE OF: . <v a r j w O O J M orn `t .0 g`+ n Qoiz m aP?on m to aaxn = r r O O N iY X U= 0E 0 LO" " r -LO �L— 0 �El ` V CDF " cu V Se El X X 'OCD ,. (P1 �S�f Ilk Nr ff X " _ m CN CN I 00 r r co cV CV X J.'.a co °��. r � 00 X LO X CV C3 N CO r® N Tr.. CD 1 E 00 j X C3 LO X0 C%4 T�I,,- a r j w O O J M orn `t .0 g`+ n Qoiz m aP?on m to aaxn = r r O O N iY O w LiIJ- M V Nob, ('o,LLJ h so ,$sa Z®t 41 F e ® o o ®30 .1 -0 19 W LL - Z O0 h s•oCO 00 / t� oo,' U Q (9-0N W • h = ® .. \ �1Nj � , W �p o _ ® ® a v$ / / ® o-41 OZ ® ,a ® / (cot ) ��ye Q v C.� 01) V)® w �J s �v o Z / = c, 6 `0, (s s) "',�v .3 O Q pQC.? tp� ��i gyp• O ® \ a z oLLI CO (o // ►� No (.o/ / ® 861 X16 O 2' d e o shod �) tb3odb, J 11 mJ (c (so/) �o�sylnoa�00001s da l, 0 LL <og )6) . , •SF 3/�y �ibN 40 (B6) 11 ,' y� ®// •^Y (ZZs (00 � N (`Z U') sr Z t WoNoo ) / 11 Q C7 (886) \ 0 AVO 80 0[) ►— ,(>. ) At Q oo (v � a 9' IVY (Ninos No&/ o^) s)s)'1Q®6) z rg s) / ®� i ' \ (69-6) i -i VAI AD Q(C o �o(ss6) ' �bbL y a 000 v o °) c O o� a CL v Qm t •Z m c tt3.. v 0 ��- p�E Q W z / �411 r N K x (D -W y > � U rf o O 0) wLU p p o p O Ja-lA W O oCO 0 wMMo m L,J m it rn $ zO"pN0 � �� 0" it �-9 z Z W 1) 5 M .. O Z t1 'p j (n �Qto m lF- Z 0 U O W' N C M c tLnmaa))_C �J N a :3 MCD 12 0 LU of a�Q vN O Z v v r- O M LJ.- "0.2 v► d J 7L O v•C00 M m -000vM. 0 O LJ® 8 v L o. y y- P a) O c m Wrnh®aoo v MO p o®0N0 j fa Zzmzw IL - r. C4 q co r - a� le v = c w U 00 z c V C ° w OONE z In _= c0, Q c E o=-20 • �v' ffi 2 j<0.18 Cx �O J � WOO U OaljSI 'O q• tW Oc o® 0 ,= . W Z 0zz 3 W C) W O La-)'.-� EL- M ;►� La) 4- c 1 In I U �'O > O U 1wi W a ON C }}-- 0 x'm ) V)-5-0- a Qat N� U 'O \X 0 i :W- Q.0)003 FIR Lu 41 Lu LEGEND- ::EzN T z Lu ;�1 PRE --DEV. SPOT EL. � Q I 3:11-) ,� � \ V 9 POST - DEV. Z o � POST DEV. GRADES � Q Lu ��1 Z a SF SILT FENCE 0 0 r- rHn l JZ:)V 0 N' 6 N Ln N aM O% MEMO � Ln Q L m L.t.1 •— N cti U U N M F-- --� �Q Lu Q O o• umm d' •— V oC N NONE ■■ PROJECT #: SHD-79-4TH DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 1/4/1 8 REVISION -1: REVISION -2: 'o® aeee, � •• � �•' 'moi 80Cr3 • :� TA E OF ., w/. � ee OR• e 1,111 O N A„ 0��t KEVIN C. MARTIN, PE #80359 SHEET C-1