The URL can be used to link to this page

Home My WebLink AboutB15-0246 REV1 plans approved A ,B , ._� � .. , -- EXISTING�X6 INTERIOR BEARING STUD WALL ' 2 r- - - - ___ __ __ _, �__ _ I � I I -; � - _ J 2 ;-- ___ —--I � P� ►; r� �,, • �+ ►: p± C D; 'E 'F; :'G � ,- - - - - - - - - - - - - --� _ — _ -- ___-- -- _ _. --- --� _ I O�fERFRAME EXISTiNG-FLOOR___ ___ ` '.-- -; WITH NEW TREATED �X .1015TS I � � y I I AT I'-4" AND PLYWOOD I ( �� i� SHEATHING OR GONGRETE FILL ' - - � ,�- i L - - �j ��i - , - - - - - - - - - - - - - - - - - - - - - - - - -- . , . �� i—- ��,, � _ __ - - - - -- - -- __ __ . _ . �, � � - - . _ . _ _ __ �_ ,_ - - -� - _ -- �- - - - - - - - - - - - - � �. - - - - - - - - - - - - - — � J ;, �-.--1 � '� I i.- .:"� �XI�T;ING HSS 3X3 � ' -GOLUNtN, ADD-(��-___�_ I EXISTING FOUNDATION I I 2X6 UN SOUTH � ' � WALL ;AND FOOTING � � 51 DE'TO SUPPORT � : I , NEV+I BEAM .— - ' -- - - --- --''---- ---- _------ ___ --- — -- — ------- . ___ - � � ��,� � �� ( + ' � � , i r�� - � � ' EXISTING INTERIOR � ��r��l� �� ' BEARING STUD WALL ! _ � � I � I EXISTING 5'-O" X 5'-d�' � ' � '" ' � , � FOOTI tVG i I �i--------------------- i �—EXISTING—►r i I I FOOTING I ' I ' � ' i � � � � I ;,'^ I � � ' '�_ ' � � � T S32 � ; ,�— J � � � I � } _ � , : , � _ � t7XI5TING�X6 ` � I I�UD '�(qLBEARING I ; i I '3�` ----- �-- — � EXISTING� - �� ; FoariH� L ! � ' ; � � , � . � ; 4;-- --�;------�-- _�;;-- i ' " — -_----- �-'---- ' -- °- -_- � � �� , � � ,5 ! i —�- -- -- - i\\ \\ �'� I I \ : I � i� � i'i i i ! � ,s s C)Wtl �� I� �.. _ .. ��'� �'�� -- �� NEW (� GOLUN i i i � ------ ---� I i � ; ^ ;______.�--i----;--- � I �' i ' i i i I i � �- � � --------- ------ _�i_ _'_ �� %� i; ' '�,, � �% / � ;'�� --f i" �i � , , � � %/� � I ;=� �r �� -' �='� I / � � T f C � I� D I T f Ol�l � O l�l�l 1� � T � 01�1 �1_., �1�1 3/16" _ �'-O" Monroe & Newell ROJAS FAMILY RESIDENCE RENOVATION Engineers, Inc. 186 FOREST RD. r.o.soX is9� VAIL, CO. 70 Benchmuk Road,Suitc 2(M Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 NO.#9987 EMAIL avon@monrce-newelLcom � . ��-� � = ��I �� ' � �D1J ;i' ,;F ; 1!%`r � _� ��.. .. "a'�-�...:: ,2�-_�J TITLE: FRAMING DETAILS DATE:6-17-201 S,Q8-13-2015 SCALE: 1 1/2"=t'-0" DRAWN BY:AVN S2 . 1 ,A ,B � �� : -- — _ --- --�--- ; i EXISTING�X6 2 INTERIQR BEARING _ __ STUD INALL:,_ -- I 53.1 ; � � ,� 2,, - ----- > __ _ -- r- - ----_ . _ -- 3 --- �r--- --,, � �--- �.%� —-- � �6 �— ,C ;E ' F; G __ ___ � . -_ -- --------r------------------------------ ._ -, i ! � !;i ' � - '----- -- ----------------_-__— -__- �-------- — - --- ! � _...--- __..__ ��`� . -- � � I NG H55 3X3 � �InC ADR_L2)- ' �N r-�p�}�'}.�s�}pE EXISTING INTERIOR PPORT NEW BEARING STUD WALL _ __ ._- ------------- ----- - ---_—---- . ----- --- --_ ----- ------ - , __ „ ; i � ! !� ; i � , ;�i I ' ! 0 ; ; i � � � ; ' s3.� � ', i � i�,, i i '' � , , ; : � `—NEW (3)-I�" LVL ABOVE j FOR ATTIG AGGESS � DOOR W I TH (3)�X6 GOLUMNS EAGH END I --=Ft1L=t=f-fEIGHT OF WALL_________ ! � —-—i —.�;— - �; � i ; i ;� � � � � � , � � � ; - -- --,_ - i � �;� �::� ..---_�- -�-- ---------------- - _ � I ' � ��i;� ' ' � ' ;;' ; ; � ,i y ; ', ; ------/;=,:I-----�`-/----------- ------ ----- -- r ;' �� %� ,i i� j %� %,' ; '% �� =�",� �%; �= /� � , %�,� � ; %� � � � T f C � � OOfi� � fi��l"fi � 1�1C� �� l�l 3/Ib" = I'-O" Monroe & Newell ROJAS FAMILY RESIDENCE RENOVATION Engineers,Inc. 186 FOREST RD. P.O.Box I597 VAIL� �'�. 70 Bcnchmuk Road,Suitc 204 Avon,Colorado 8I620 (970)949-7768 FAX(970)949-4054 NO.#9987 EMAIL avon@monrce-newell.com �-z � _,J _ TITLE: FRAMING DETAILS DATE:6-17-2015 Q8-13-2015 SCALE: I 1/2"=1'-0" DRAWLV BY:AVN S2 .2 � GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. TYPICAL FLOOR B. ATTIC FLOOR C. WIND MAXIMUM WIND SPEED EXPOSURE 40 PSF 40 PSF 130 MPH B D. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. E. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION. 2. FOUNDATIONS A. THE ALLOWABLE SOIL BEARING PRESSURE FOR EXISTING FOOTINGS ASSUMED IN DESIGN IS 2000 PSF. THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. 3. SLAB ON GRAOE A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PRO]ECT SOILS REPORT REFERENCED A80VE. THE CONTRACTOR SHALL DIRECT QUESTIONS RE6ARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. 3. CONCRETE A. ALL CAST-IN-PLACE CONCRETE SHALL 8E MADE WITH TYPE I/II PORTLAND CEMENT, STONE AGGREGATE ANO SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. FOOTINGS 2500 psi STD --- --- B. CONTRACTOR SHALL SAWCUT OR TROWELCUT ]OINTS IN SLABS ON GRADE. ]OINTS SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. C. SLABS AND FOOTINGS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. D. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLE55 NOTED OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. 4. REINFORCEMENT A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3. COLUMNS AND BEAMS (TIE BARS) 1-1/2" 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. Monroe & Newell Engineers,Inc. P.O.Box 1597 70 Benchmazk Road,Suitc 204 Avon,Colorado S I620 (970)949-7768 FAX(970)949-4054 EMAIL avon@monrce-newell.com 5. NON-SHRINK GROUT A. NON-SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. 2. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 6. WOOD A. ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMIN6 TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" AND WIDER N0. 2 fb = 900 PSI 5" THICK - 5" AND WIDER N0. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETINE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BIOCKING BETWEEN ALL ]OISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. F. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. FLOORS SHEATHING SHALL BE INSTALLED WITH THE fACE GRAIN PERPENDICULAR TO SUPPORTS WITH END ]OINTS STAGGERED. 5. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. G. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE "BCI-]OIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,800 PSI, FC = 750 PSI, fV = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. 7. NON-STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEfLECTI0N5 AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. ROJAS FAMILY RESIDENCE RENOVATION 186 FOREST RD. VAIL, CO. NO.#9987 � � � � /V 8. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. E. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND QS INDICATED IN THE SPECIFICATIONS. F. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAZNST FIELD CONDITIONS AND ARCHITECTURAL DRAWINGS. G. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. TITLE: GENERAL NOTES DATE:6-17-2015,Q 8-l 3-2015 SCALE: DRAWN BY:AVN S3 .�0 NEW SLIP JOINT EXISTING GONGRETE SLAB-ON- GRADE NEW (5)2X6 GOLUMN IIV EXISTING�X6 STUD WALL �REATED SILL PLATE � c a � ° , ` a < L� � a a a � j � a o " � ea � ��i��=� � � �, � - " � , . ° � � � _� � �_��i��l —�III� � � a � � � � � , a a III�— � . �_ e _n , �- ° I I 1= � � I. J V m NEW GONGRETE FOOTING RE� PLAN FOR SIZE � � C T f O 1�1 2 I I/�" _ �'-O�� —I . •I I (4)-�5 EAGH WAY Monroe & Newell ROJAS FAMILY RESIDENCE RENOVATION Engineers,Inc. 186 FOREST RD. P.o.aoX isv� VAIL, CO. 70 Benchmazk Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 NO.#9987 EMAIL avonQa monrce-newell.com ,��; EXISTING�X6 BEARING STUD WALL WITH GYP. SHEATHING EAGH SIDE ^ / � br- -�Y —%s � � CT � 01�1 1 I I/�" = I'-O'• NEW ATTIG FLOOR SHEATHING NEW '1 I/4" LVL ATTIG FLOOR JOIST AT I'-4" WITH SIMPSpN HU7 HANGER I 3/4" X 7 I/4" LVL � LEDGER NAIL TO EAGH STUD WITH (3)-IOd X 2 I/2" NAILS � TITLE: FRAMING DETAILS DATE:6-17-2015,Q 5-13-2015 SCALE: 1 1/2"=1'-O" DRAWN BY:AVN S3 .2 EXISTING�X6 BEARING STUD WALL WITH GYP. SHEATHIfVG EAGH SIDE (5)2X6 GOLUMtv EAGH EIVD OF NEW HEADER I I': I ': 'I,I 'I.I 1 I' NEW ATTIG FLOOR SHEATHING EXISTING �X6 BEARING STUD WALL WITH GYP. SHEATHING EAGH SIDE NEW '7 I/4" LVL �X6 X 3'-O" NAIL TO ATTIG FLOOR JOIST EAGH SIDE OF EAGH AT I'-4" WITH SIMP�.�ON EXISTING STUD WITH HU� HANGER �Od X� I/�" NAILS QAT 4" FOR SUPPORT � OF LVL BLOGiGING � � C � f 01�1 .2 , �,�� - ��-o,. ' Monroe & Newell ROJAS FAMILY RESIDENCE RENOVATION ' Engineers,lnc. 186 FO!REST RD. , P.O.Box 1597 `%AIL� l�'0. 70 Benchmark Road,Suitc 2(kl - Avon,Colorado S 1620 FAX(970j 949-4054 NO.#9987 EMAIL avon@monrce-newelLcom f'l�WE�. ��,I�N(m��. �. � -Z �`�� C � f Ol�l 1 � �,�� _ ��-o,. A NEW ATTIG FLOOR SHEATHING � NEW '7 1/4" LVL ATTIG FLOOR �IOIST AT I'-4" WITH SIMPSON HU� HANGER � 1�3/� 4" X Gi"�""l� BLOGiGING BETWEEN STUDS TITLE: FRAMING DETAILS DATE:6-17-20(S,Q 8-13-20 t 5 SCALE: 1 1/2"=1'-0" DRAWN BY:AVN S3 . 1