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Home My WebLink AboutBIGHORN 5TH ADDITION BLOCK 3 LOT 12� . � ` �� - � - � . F"'�ADC LAP�CO��l�..7ANT8,i�:C. P�AK l�t��iS � � f�vC. - 970-4"B-0544 F�A7C fl70�478-6L`'�3 �7t0 lk?l,tf3�LOG�' VAA.CO G1327 " ` , FOUNQ �5 REBAR j s�� zo o ,0 20 � eo 2�1,°j (s S, �,�,:�� ., - ��;-� °.,�.�'_.�,„-.,-�. � � ?°J 24'' � � � ( IN FEET ) � 8> AREA OF NEW CONSTRUCTION 1 inch = 24 ft V ��♦ (43 4') (19 9') � . � U.S. HWY N0. 6 � , / � � LOT 13 0� / ,93 � � �� / GARAGE � -` N !� i OJ � � f � � R�Q�P°�'�N-� � S28'34'36"iN — 40.00' � � ,� �a Gp`�PGE � � , � / DRIVEWAY S�P6 � l ,"� / ,92 � „ /�,�� / �1S� � C� _ �h � � - �-J �� 26 5 ��•,� , � �° � Pr�`� / EXISIING SINGLE FENCE ��2 r� GENERAL NOTES � '� FAMILY HOME � � � � ��/ � � 1 PEAK LAND SURVEYING, INC DID NOT PERFORM A 111LE SEARCH OF THE SUBJECT � � � � �J S`r PROPERTY TO ESTABIiSH OWNERSHIP, EASEMENTS OR RIGHTS OF WAY OF RECORD � � �� " P/ 86, RECORD DOCUMENTS UTiLIZED IN TH{S IMPROVEMENT LOCATION CERTIFICATE WERE � � � � ��w/ PRaViDEa BY ST�WAR� TIT�E OF EAGL� COUNTY, �NC, ORDER NO 98016154 .� 5 0' °�P 2 N 011 C E ' � .e,e., � / O ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ("(� � � UPON ANY OEFECT IN TNIS SURVEY tMTHiN THREE YEARS AFTER YOU FlRST � � �� DISCOVEK SUCH DEFECT IN NO EVENT, MAY ANY AC110N BASED UPON ANY flEfECT � O IN THIS SURVEY BE COMMENCED MORE THAN TEN YE�RS FROM THE DATE OF � `�� / N CERTIFICATION SH0�47J HEREON � � � � � LOT 12 Q 3 THE SOLE PURPOSE OF THIS EXHIBIT IS TO SHOW THE GARAGE UNDER CONSTRUC110N AS SH01NN HEREON � �� 536 ACRES O �„i o � �\ 5167 GORE CIRCLE � � � � � � � � — o,TC �� f�iiN GORE DRIVE � � � � �rs�� \ ,�oJ L� 50' R.O.W. f � o Q_!.� C � , � C� ` ' C� � � � , � - Delta = 39'09'46" \� � � � � � �,,. � ' ' FOUND PIN AND CA FXHIBIT CERTlF1CATE R= � ZS.00 � � � I HEREBY CERTIFY THAT THIS EXHIBIT 1NRS PREPARED o T= 44.47� 10 0' � �r`TM pSE�AENt n.2� ' FOR ROL HAMELIN � f � �' � pND '� � ��` THAT IT IS NOT A LAND SURVEY PLAT OR I�APROVEMENT SURVEY PLAT, AND THAT IT IS ` L= 55.44- � ' � / ORP�NA G�n3 W NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FE�CE, BUI�DING OR OTHER FUTURE " CH— �3.79' � s�5'�J ` IMPROVEMENT L1NES �' CB= N34�2��59��W � ' I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON °' S 0' Tf-NS DATE, li/i0/99 , EXCEPT UT1LlTY CGNNECTlOtJS, ARE ENTIRELY lM19THIN TNc � BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS - � LO T � i UPDN THE DESCRIBED PREMISES SY 1h1FROVEl,�ENTS ON ANY ADJOINING PRE�,�lSES, o EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY :-: EASEMENT GROSSIRG OR EURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED .., - > ' DATE _�11 !�^S� — — — �� r�r��'0,*s�� DESIGNED: � . � SAM EL ECKER�� .••°°•= s��`��.� DRAWN. CM � COLORADO P L S �'O��Q�`��H Fc,F a�O % � _ :� �� — REVIEWED: SE �, _ � ; �� : �= � _�, e : �� PLC JOB#: 795 � . e . , � w, � %,,/`1's�^��.av.�p��`��.�` DATE: � 1 /5 j99 , Or • � ��/f/!!?�t�t�811�� r,.�..,�.�,.,�,� � f ""'. � �� rn r� � -� q ¢ o�. x �� u� n - cn c.� /r � � . _ � _ . .. �.�._.� ,..- -� —, �.- -- _--_ -,._ .� .. _ --_ • : �- ,_ -- ! _ _ ..__._.��_�, � — - -, , , ` _ - . . � _ , - � � Y � , � � 9 f S PEAK LAND C�tA.TAt+lTB,liVC. - � f'EAlC i.Air"D�if�1+�Y�tQ.@�lC. ff10-�Td-EF,44 FAX 970�78-9�tS Y1Q0 tJQ�ta�LOOP ViA1�Cd&f+.�l ` FOUND �€S REBAR S6+J� 20 0 �0 2o ao so �, / 2s, , �/ <s2o) ,24,, F � ( IN FEET ) � �>D AREA OF NEW CONSTRUCTiON 1 inch = 20 ft v �lo� (43 4') � ` / (19 9') � _ � u.s. H wY N o. s � � . �OT 13 0� / �9j ��' GARAGE , w� � � / � � � � / °'w R�Q�a o�N� �� S28'34'36"W - 40.00' � � �a 18 2 FtP�'� p � V +v / DRIVEWAY GP 8 , � S�P � ,� / �g 2 w `,.�� (112') \ � � � ��J �� / 265 Ss,, _ � � �°1• � y'�`r�/ EXISTING SINGLE FENCE 2 � � , �.P FAMILY HOME � 4°� GEPdERAL N�TES � � � �/ � � 1 PEAK LAND SURVEYING, INC OID NOT PERFORM A 11TLE SEARCH OF 1�iE SUBJECT � � J� S PROPERTY TO ESTABLISH OWt�tERSHIP, EASEMENTS GR RIGHTS-OF-WAY OF REGORD '� �,�o� r� , RECORD DOCUMENTS UTtUZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE � � � � ' ��,/ 6 PROVIDED 8Y STEIYART TIT�E OF EAGLE COUN7Y. IN� , ORDER Na 98016154, � � 2 NOTICE � � � � 5 0' �j � ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTIQN BASED � � _ 0 UPON ANY DEFECT IN TNIS SURVEY WITHIN jF-IREE IEARS AFTER YOU FIRST � A j � /� 01SCOVEft SUCti DEfEC7 IN NO EVENT, MAY ANY �CTtON BASED UPON ANY fl�fECT �� / �� iN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF �� ■ / N CERTIFICAT{ON SHOWN HEREON � � � � � � LOT 12 Q 3 THE SOLE PURPOSE OF THIS EXHIBIT IS TO SHOW 1HE GARAGE UNDER CONSTRUC110N � � � � 536 ACRES Q AS SHOWN HEREON �,,,� �� 5167 GORE CIRCLE - • � �° � � � _ � , � � .� . i � � � � � M Ai fV GORE DRi VE �,,.`�ti \� o . � s�'�Fti� �� o o �° �5o R.o.w. ) � � C� \ 'r Y - �\ 'y � � � � Delta = 39'09'46" \ � � � � — � i EXNIBIT CERTIFICATE � R— � ZS.00� ' '� FOUND PIN AND CA , �� \ ! � ! HEREBY CERTiFY THAT THIS EXH(BIT WAS PREPARED � T= 44.47� �� \ / �EASEMEN� ,,FJ2.n� FOR ROL HAMELIN �� AND �� tA� ,� ` THAT IT IS N4T A LAND SURVEY PLAT QR IMPROVEF�IENT SURYEY PLAT, AND THAT IT IS L= 85 44� 1 � / OR�NA� * �� `�'� NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE • G � CH= 83.79� 1� � / S�5'OJ � IMPROVEMENT LINES. � CB= N 34�Z9��J�:�W � 5 0' TH SRDATE, 11/0/99 , EXCEPT IUTiUTY CONNEC�T 0 5 EARco NT REIYR 4g TD`�A�C�L ON v BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS � k LO T i i UPCN THE DESCRlBED PREMISES BY lMPROVEMENTS ON ANY ADJOlNiNG PREMISES, �-+ EXCEPT AS INDICATED. AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN"OF ANY 0 � EASEMENT CROSSING OR BURDENING ANY PART 0� SAIO PARCE�SEF�=(yC��PT AS N�TED ,� ` 'D� q7/�j.�°%�,,,�, 4 DESIGNED: �-, � ,�_ DATE _��`�� o AMUEL H E6�'CE�R m� Cfr"O�,Q ' QRA�NN: crY� - COLORADO P�S ��91 �m 'L � ° =� o �� o �� REVIEWED. SE � - o � « � _ %� • � PLC JOB#: 795 /, �'' °e as .�L,d � • e � ti � r//�� Oeaa3�a�� •°��.y 'w`s i � .,��`j�,�,�� z,�{�c�.'�'°�� DATE: 11/5/99 � >r�,R. . ,, ti,. u-� ,,, ��ii'F - � � , � �______�_____. � ...., ` � �� rn � K " � r��v o �,� ��€ � �NOV � �; 1999 �� — ° j�1 .��,D�E'�.4 � , � ' �. „�,�_ ,,:... ,*- ..� titi•..�kc,.a ��._ .�_ _ , . - -� . , . , _ � ` ' �� .. , y , �� rr-o• . , , �NCORPO�r�o � • v�iT Foi� tRUSS�s 1� ■ , ` CVFI'. 81Z�) ■ l� P.O.BOX G217 � , � �,4S�lA 70 1~iA'�C4� �XfS1'lNC� � - v�� ° 5f D f 1rlC� TO M,�TG4-! �}�f�TIN� ' ' �� , � . � i , i r / l/ � � i" Q b��"' tD u i ��i T aw�/ � �--=-==-�"==--===� � ' �X(57. CxA�:�4C�� Fax ezr ess� �_______.____.,._ - � � ; s � � C70 �1"I,4lN) Mn�n u�i.� �XIST. 7iM8E12 R�t.4tNI1�tC� � r ' 3 ' � ■ ` WA�.�. 70 R�M,4iN � 1 � j f � � �X(ST. 5T0�,4CzE � k{ ; � � ` �TO ��r��tu� _ ___ tS+ � ,� BRENTAI�, AI� __•__ - .. 1 G'_��-Y-....�..�.-...�,..._..._!�y } � tc�'-..�-a�.�....�.._...__ � .�.__.._ / ��1� ��,� �� : t� #� ��_ ______ �� I ��•_.�...__.___._..._.�..J { � — !{ i ` _ - _ i � � � �j �t 1} , — � �. � �; a �� — � . ___ ____ .�______ ___ _ �__ ______ - . � �� ,�, i�� . � �- , , , , �--� � ► J , , (� �r�_ _,.� ' j __�L� __�.�. � > > J � ` �"�� °_�_ + � �# ►' �r �' � E � � � i �} � �� +! � �' �� ! ' 1 1 ' �q � �. � ��' � �' �� -- ! � I ! � ' i � f � f� ;(�I }�L____�_w.�� , � , � l � � _..._ _ �f 1� � ' I 1 � ( l f �._.._._�.�.._, � �1 � t � � ( � f I � __.__�___ �_��l� � i I � 1 � � � 1 - � � r �-=-.—�—��-��` �____-___. �_ � { ! 1 . ' � .___.__ _�� , � T GARAGE S{.A$ ._._._ , � �— . I � ! , '1�"-{�` . � . i, i, i � , , � '1� �C t8' �:i,4R.�C�s� _ _ „k,�°O� DOOR 1M�1'G� ��iST.� � � , � ' � � ��r��_� ..�_�� _.�,...,._._� .�--.-..,._.,_.,_�,.,r -„-.�.._...��..._..-.-n-.� � , 5 CJ�T H E L EVAT��J �-. C,�►�G� ,�.� � ,_ �..�—��_�_____��----T��,, �.�..--f� � , i �--_ ! , , � � , i {! �--�:–_�.�—w � � 1, I _ ` N � e h , � - . ! !' j } � � `� i j _ 114� � 't -U F �! , � i � � r � � � �° � � � , � ,► � � � I� , _ � � --�--=r�.-- i �� i �t � .�--- -�;-��.� -- ___��. !,�______ � � �Vf. f ! �t �r� T��4 �� ?OOF TO t"«1'C�-i �jC(�TII�tCx , '.._�...._ Y_�_ __ _ —"_ �-- __ � f � 1 + �• � I , , �u �` �~�.C��-_._�:,�_�� _. �.�� , E �i�°°` 4 �l !� �� ----__` �i , ► � E i,� , � f ` � � ` � ` + ; �� I ` ' � � � � � �� !� �'" � ; � i � � i�# i� .�o... ' + � 1 � � , - � "-��" �-�� - ---- . _ `�-��--_______---- ,, ,�I � __ ______�__.��` �__ , ' t .� '�...___�f- � �i �W � ___.....___._ .1 � V � _ � , , t�G � , � � � � � ' - t..� ' - - . � . � W O . , , � � � � oa . , _ _ � tr} C� , ,' � a� � ' � ` , �, � � � .. � ° � - , u� � � ' , GARAGE Sl.AB._ _ ._._.._ ._._, _ _._:._.�._._. _.._....� ._.._.. _,.�.._._ �. _..�._ _._ ._ , , _ ' � ` ,' _ 10a`-0' � ' � - - , � . - � . , � _ , � , ` N - � �vrsioN� ontt�: �� J. — _— W'�ST E�.E'�/AT�C)� — ��►R�GE � , �Afi►��E ADD�TI�[� — PLAN � ' ' E �14�� = ��-�Q� � ` ��n � ��Qn , - � " � �� ' � , _ �x�sr. c�� . , ^ � Ct0 REM�4iN1 . , . ° � , " � - ��f 5T. STCai�A�C�E � ' � ' CTO �M,�fN� ' � . - . , _ ° ` ; . _ , ' __ � . � � _ � � � MAMEi.IN � � _ - G��RACE ADDITIQN ' � . - - s,6'r C3or�a clrcae - ---------,.-�- r ��d.�4� Veil. Cotorado � ��1�'' ' II f � L r I ■��\I �� I .�r � F�oo� �� , , - , - � ��-�� -� ��v�-rvo�ss , � , , � �� , .,-- , , �� _ � �: , � . . , � bA7E: JtlLY�Tr t�2 � � � � . � � -Date Received :�: �1�.p��-� � a ' ^ ' AUG 0 5 1999 �'� �° _________. ` y _ _._ . . . � . . GAt�AGE 311�8 .�_ c�€u�w�aY: exan�a ,`' ^ � �,; . . _...__.._ ^ .... _ .� ._.� _ .._. _.._ _._......_.._.._.._.�...._,._._._ �._ �._..y _._._. ._._._ _._ �._._.._ '1��-0" - . � . . . ° - _ .� ;�..�x s��r�v�� _ e �'-'.�{p� �+`'._ '� '� � . J ,V T N — A��A�� _ � �at-� � c. , N�F��`H EL� A �C,� � .` � , 199 �. ` � - 114n - �:�� , , ' V � . � , , , � , � , . � � ' i , , . _ , ' . _ . , _ , ` . ` ° . _ . ` , • , , . , . ` ` y • . " - ,,, _� � - - `�...,�.,._—� 1 ` FOR VI'ALLS ABOVE 12'-0" USE #5 2x PRESSURE TREATED Q,�� •••��/j GRD 60 3ARS � 12" O.C. EACH WAY SILL PLATE CONNECTED TO �`' •°�� ';`�2 ,a, ± FOR WAL_S 8�-0" TO 12'-0" USE #5 $�� FND WALL W/ " � � » � : � o STRUCTURAL NOTES: (UNLESS NOTED OTHERWISE) GRD 60 3ARS � 18" O.C. EACH WAY 1/2'� DIA, x 10�� LONG 27-� � • `L � ' FOR WALLS 4'-0" TO 8'-0" USE ANCHOR BOLTS � 3'-0" O.C. o DESIGN CRITERIA VERTICAL #5 GRD 60 BARS O 24" & 6�� FROM PLATE ENDS 06 o�,�y � �°�� ,� O.C. AND 1- HORIZONTAL �/5 GRD 60 d .��^! ,e �C, BAR � MIDHEIGHT ��""�Q�O� THESE SPECIFICATIONS OUTLINE THE STRUCTURAL DESIGN SPECIFICATIONS FOR THE HAMELIN GARAGE. WHEN A DIFFERENCE EXISTS BETWEEN THIS SPECIFICATION AND ANY OTHER GOVERNING CODE, THE MORE STRINGENT SHALL CONTROL. ANY OTHER SLOPE GRADE AWAY ITEMS NOT COVERED THEREIN, SHALL BE COMMENSURATE WITH GOOD ENGINEERING PRACTICE. 6" WITHIN FIRST T.O.W, ELEV. 2x SILL P�ATE (TYPICAL) W/ v A, UBC EOITION - 1997 5'-0" MIN, 105'-0" 1/2" DIA, x 10" LONG •� B, AISC "MANUAL OF STEEL CONSTRUCTION" - 9th EDITION N T.O.� WAl1 B.O.W.��ELEV. ANCHOR BOLTS O 3'-0" � �,. e � C, ACI 318-89 BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE. 105-0 � 99 -8 A O,C, & 6" FROM PLATE � w � � D, "DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" BY NATIONAL FOREST PRODUCTS ASSOCIATION, S� ENDS o� � p N REVISED 1991 EDITION, � ,� V a E. ROOF LIVE LOAD (SNOW LOAD) - 80 psf ��j�/ / � � F. FLOOR LIVE LOAD - 40 psf �j �j �j �j� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � tla H, SEISM C ZONE80 jph, EXP, B \��j/\��j��` I I � w � //�, � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � � �� FOUNDATION SPECIFICATIONS 2- #5 GRD 60 REBAR � '` �'' � - CONT. � TOP & � I I T.O. GARAGE SLAB I I n �v � � 100'-4" � � '� � N BOTTOM OF WALL �n w � °.�' THIS FOUNDATION HAS BEEN DESIGNED ASSUMING AN OPEN PIT INVESTIGATION OF THE SOILS WILL BE PERFORMED DURING � I I � o O ° EXCAVATION. THIS FOUNDATION HAS BEEN DESIGNED WITH THE FOLLOWING CRITERIA, I I I � 0 4 .°`.. A, FOUNDATION WILL BE SUPPORTED BY CONVENTIONAL SPREAD FOOTINGS WHICH HAVE BEEN DESIGNED SEE SOILS REPORT FOR A MAXIMUM SOIL BEARING PRESSURE OF 1,500 psf, N „ B. REMOVE ALL SOFT POCKETS BELOW FOOTINGS. FILL NOT ALLOWED. 4 CONC, ��Z EXPANSION N FOR PERIMETER � I `;�� I � C, FOOTINGS TO BE PLACED ON UNDISTURBED NATURA� SOIL BELOW FROST LINE, T.O. SLAB SLAB JOINT 4 4 DRAIN REQUIREMENTS p D, FOOTINGS SHOULD BE REINFORCED FOR THEIR FULL LENGTH W/ 2- #5 GRADE 60 BARS CONTINUOUS. VARIES , T.O.W. ELEV. I � �/�s' I I T,O.W. ELEV. ' T�.9_8�OOTING � R B.O.WOELEV. I I I I g O.W�'ELEV, REINFORCED CONCRETE SPECIFICATIONS • � . 99�-8" I � � I 99'-8" � A, ALL CONCRETE TO DEVELOP 3000 psi COMPRESSIVE STRENGTH IN 28 DAYS, � � � G A R A G E � I o> B. MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEP-DOWNS. C, REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. LAP BARS A MINIMUM OF 18" AT ALL , „ i � SLOPE SLAB TO FRONT I I ^ � SPLICES. � _4 #5 GRD 60 REBAR w BENT AS SHOWN - D, CONCRETE SHALL BE PROPORTIONED USING TYPE II CEMENT, ADMIXTURES CONTAINING CHLORIDE SPACE SAME AS SALTS SHALL NOT BE USED. 24�� 2- #5 GRD 60 REBAR VERTICAL WALL E. COLD WEATHER PROCEDURES FOR CONCRETE SHALL BE PROVIDED AS RECOMMENDED iN THE ACI REBAR SPACING OR „ STEP��B.O.W. STEP»B.O. Q CONTINUOUS IN FOOTING MANUAL OF CONCRETE PRACTICE, 24" O.C. IF NONE 6 3-2 3-2 � F. EXPANSION BOLTS SHALL BE LOCATED AT A MINIMUM OF 6 BOLT DIAMETERS FROM CONCRETE EDGE ..._,�.�.— AND SPACED AT 10 BOLT DIAMETERS UNLESS NOTED OTHERWISE. G, CONCRETE COVERAGE FOR REINFORCING STEEL SHALL BE AS FOLLOWS: � I I � 1. CONCRETE CAST AGAINST PERMANENTLY EXPOSED EARTH - 3" A SCALE: 1/2" = 1'-0" � 2. CONCRETE EXPOSED TO WEATHER; � T.0�W. ELEV. I I � � T,0�W, ELEV, C� - #5 BAR & SMALLER - �1 1/2" S� � , » � M � - #6 BAR & BIGGER - 2 0 105 -0 STEP T.O.W. STEP T,O.W. 105-0 � 9fi-g"�LEV, I � 4-6 T,O. GARAGE SLAB 4-6 _ _ _ � I 9fi-WG.»ELEV. — — — —) 100'-0" �— � � � OTHER FOUNDATION MATERIALS AND SPECIFICATIONS _ _ _ _ _ _ _ _ � A, GROUT - ALL GROUT MUST BE lOW SHRINK, HIGH STRENGTH DRY PACK GROUT WITH A MINIMUM � • STRENGTH OF 3000 psi. „ #5 GRD 60 REBAR ALONG B r, � 36 B. STEtL - ALL STEEL BEAMS TO BE CARBON A36 STEEL , Fy MINIMUM YIELD STRESS OF 36 ksi, Fu ��2 LENGTH OF THICKENED S� �L■+ � TENSILE STRESS OF 58-80 ksi. EDGE � 18" O.C. - T,O,W. ELEV, T,O.W. ELEV, C. BACKFILL - DO NOT BACKFILL AGAINST RETAINING WALLS UNTII ALL SUPPORTING ELEMENTS ARE IN BEND AS SHOWN 100�-6" 100�-6" � w � PLACE AND SECURELY ANCHORED OR UNTIL ADEQUATE SHORING IS INSTALLED, B.O.W. ELEV, B.O.W. ELEV, NOTE: FIELD VERIFY T.O.W, WALL STEPS. D. THE BUILDER AND FUTURE OWNER SHOULD BE MADE AWARE OF THE CHANCE OF MOVEMENT AND � „ � » SEE STEP DETAIL ON SHEET S2. CRACKING OF CONCRETE SLABS PLACED DIRECTLY ON COMPACTED SOIL. 96 -6 96 -6 MAINTAIN 4'-0" MINIMUM FROST DEPTH U� �y � A � E. I S O L A T E A L L D O O R J A M B S F R O M F L O O R S L A B A M I N I M U M O F 1/2" H O R I Z O N T A L L Y T O A L L O W F O R BELOW FINAL GRADE ON ALL FDNTN. � W � WALLS. VERIFY AND ACCOMODATE Q� E..� POSSIBLE MOVEMENT. USE SILICONE OR SIMILAR MATERIAL TO FILL THE RESULTANT GAP, TO,� UPPER SLAB � ALL BASEMENT WIN�OWS, CHANGES TO � ~ F, THE CONTRACTOR SHOULD VERIFY ALL DIMENSIONS ON THE FOUNDATION PLAN PRIOR TO 1D0 -0 � o o B.O,W. STEPS TO BE VERIFIED BY THIS a � � O � U I . N OFFICE. � w a w � e . 2- #5 GRD 60 REBAR � O o 1—� CONTINUOUS O TOP � � & BOTTOM OF THICKENED �"� �} a T � �� 4'-4" ,8�_4�� 4�-4" F 4 U N D A T I O N P�A N z � �, � �-� , ��_4» EDGE E SCALE: 1/4" = 1'-0" � w � � � � � B SCALE; 1/2'� = 1'-0" � � � s� � � � � � FRAMING NOTES (UNLESS NOTED OTHERWISE) � Q+ A. OVERFRAMING AND HEADERS TO BE HEM-FIR #2 OR BETTER UNLESS NOTED OTHERWISE. ALL SOLID TIMBER BEAMS AND POSTS WIDER THAN 3" SHALL BE SPRUCE-PINE-FIR #2 OR BETTER, N A I L I N G S C H E D U L E B. ALL DOOR AND WINDOW HEADERS TO BE 2- 2x10 WITH 1/2" FLITCH AT 2x4 FRAME WALLS AND 3- 2x10 (UNLESS NOTED OTHERWISE) ,� WITH 1/2�� FLITCH AT 2x6 WALLS UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE PROVIDED AS SPECIFIED BY UBC TABLE 25-Q. � C. SOLID BLOCKING AT JOIST BEARING POINTS AS REQUIRED BY MANUFACTURER, SOLID BLOCKING � REQUIRED OVER BEARING WALLS OR BEAMS, WHEN FLOOR SUPPORTS BEARING WALL DIRECTLY DROP TOP CHORD � ABOVE, 2x FLOOR JOIST TO GIRDER, SILL OR WALL PLATE (TOENAIL) 3- 8d FOR LOOKOUTS � _ D. STUD POSTS NOTED ARE FOR BEARING ONLY, PROVIDE ADDITIONAL "KING STUD" AS REQUIRED, ALL POST BEARINGS FOR BEAMS AND HEADERS TO BE TWO (2) STUD BEARING UNLESS NOTED OTHERWISE, I-JOIST TO GIRDER, SILL OR WALL PLATE (TOENAiL THROUGH Q E, SECOND FLOOR POINT LOADS CALLED OUT AS 3- 2x4 OR MORE SHALL BE INCREASED BY 1 STUD PER BOTTOM CHORD) 2- 10d � LEVEL OF FRAMING TO THE FOUNDATION, UNLESS NOTED OTHERWISE, ►-� o F, ALL WALLS TO BE HEM-FIR STUD GRADE OR BETTER � 16" O,C, UNLESS NOTED OTHERWISE. SEE ARCH. SOLE PLATE TO JOIST OR BLOCKING (FACE NAIL) PLANS FOR LOCATIONS OF 2x4 AND 2x6 WALLS. 16d CaD 16" O.C. Q w° G, TOP PLATES AND BOTTOM PLATES TO BE HEM FIR #2 OR BETTER, IF PLACED ON CONCRETE TOP PLATE TO STUD (END NAIL) � a 2- 16d °- DIRECTLY, USE PRESSURE TREATED HEM FIR #2, a H. CROSS BRACING REQUIRED AT MID SPAN OF JOISTS IF CEILING DRYWALL IS NOT DIRECTLY APPLIED STUD TO SOLE PLATE 4- 8d T ) TO UNDERSIDE OF JOISTS. ( OENAIL OR I, JOIST HANGERS, BEAM HANGERS, TRUSS HANGERS, FRAMING CLIPS, ETC. TO BE MANUFACTURED BY 2- 16d (ENDNAIL) SIMPSON STRONG TIE CO�, INC. INSTALL PER MANUFACTURER SPECIFICATIONS, �,t� G`' �c c y DOUBLE STUDS (FACE NAII) � �� _ A�' � � o ,o y J. WOOD PLATES INSTALLED ON STEEL BEAMS OR ON FOUNDATION WALLS SHALL BE RIPPED TO MATCH 16d � 24" O,C. "� � 3 y� o �,� EXACT DIMENSION OF BEAM OR WALL, �� -- t c o' DOUBLED TOP PLATES (FACE NAIL) „ PRE-ENGINEER TRUSSES '�N�s a ��,�� o c K, S T R U C T U R A L L U M B E R E X P O S E D T O W E A T H E R S H A L L B E P R E S S U R E T R E A T E D O R M A N U A L L Y S E A L E O 16d � 16 O.C. � 2 4„ Q C � N� ? a� � o c A T T I M E O F C O N S T R U C T I O N, E X T E R I O R W O O D D E C K S O R P O R C H E S T O B E H E M F I R 2 O R B E T T E R. T O P P L A T E S, L A P S A N D I N T E R S E C T I O N S (F A C E N A I L) v►t u � o D E CK O R P O R CH J OI S T S AN D B EAMS TO BE PRESSURE TREATED OR MANUALLY SEA�ED AT TIME OF 2- 1gd v+� o.c o� �, CONSTRUCTION. - `s � 3 °� • � CONTINUOUS HEADER TWO PIECES -- 3 3 d u, �' o v... L, ENGINEERED LUMBER PRODUCTS (I-JOISTS, LVL, PSL, ETC.) TO BE INSTALLED PER MANUFACTURER � 16d � 16�� O.C, (EA EDGE) � � o a�'i o�c� v a SPECIFICATIONS, CONTINUOUS HEADER TO KING STUD (TOENAIL) � M. M U L T I P L E P L Y E N G I N E E R E D L U M B E R B E A M S A N D H E A D E R S S H A L L B E B U I L T U P P E R C O N N E C T I O N 4- g d v c v�-�a ; �z- t SPECIFICATIONS GIVEN BY MANUFACTURER, ? N'o c E �� u o� N, ALL JOIST AND TRUSS QUANTITIES AND DIMENSIONS MUST BE VERIFIED BY THE RESPECTIVE SUPPLIER, CEILING AND FLOOR JOISTS, LAPS OVER PARTITIONS (FACE 3- 16d z c a°= � v°� c a NAIL v��iEo��a� yW�o °u t, � W 7 C' N �L �p � 3 E CEILING AND FLOOR JOISTS TO PARALLEL RAFTERS FACE ° o�°�� ` � �� -° ^ GENERAL NOTES NAIL) � 3- 16d �v o a�o o,��ci �o v u o�? o � ¢ w.L.�. v Nv' o °-'�z � ° A, CONTRACTOR SHOULD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, DO NOT SCALE FRAMING SOLID SAWN RAFTER TO PLATE DRAWINGS, 3- 8d TOENAIL OR �" o c c a a�= �� c°� � B, CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION PRACTICES INCLUDING TECHNIQUES, SIMPSON H5 �o� °° �'�.0'3 0.o �' PROCEDURES AND THE SEQUENCE OF CONSTRUCTION, CONTRACTOR SHOULD NOTIFY STRUCTURAL 6 � � v::� � �i o,°.,' v� o v ENGINEER IF A CONFLICT ARISES DUE TO VARIATIONS OR OTHER PROBLEMS WITH THE CONSTRUCTION I-J O I S T RA F T E R T O P LA T E (T O ENAIL TH R OU GH B O T T OM 2- 12d `�} � �' �� o�= � a�°o� a�N DOCUMENTS, CHORD� �l• +6 Q�y a a�;a°�'�� C, OBSERVATIONS OF JOBSITE OTHER THAN REQUIRED INSPECTIONS BY ENGINEER ARE NOT - CONSTRUCTION APPROVALS, BUILT-UP CORNER STUDS 16d � 24" O,C. ' � ' � � ' ' � ' � ' � ' DATE: 8-4-99 D, STRUCTURAL CONSTRUCTION DOCUMENTS RELEASED BY THIS OFFICE ARE ASSUMED TO BE COMPLETE 3- 1 3/4"x9 1/2" Lvl. AND ACCURATE YET PROBLEMS MAY ARISE DURING CONSTRUCTION. COMMUNICATION WITH BUILT-UP BEAMS 16d � 12" O,C, (EA EDGE� DRAWN BY: GPG CONTRACTOR, ARCHITECT AND OTHER PARTIES INVOLVED WITH THIS PROJECT WILL PROVIDE THE BEST POSSIBLE BUILDING, PLYWOOD OR OSB ROOF/WALL/FLOOR SHEATHING 8d � 6" O,C, ALONG EDGES CHECKED BY: MCM 8d � 12'� O.C, IN FIELD PROJ. N0. 995-6351 DROP TOP CHORD �� `�2�� '°� WALL AND FLOOR CONSTRUCTION (UNLESS NOTED OTHERWISE) NOTES: FOR LOOKOUTS ��'°'�,�`� �, REVISION BY/DATE A, ALL NAILS ARE EITHER COMMON WIRE OR BOX NAILS. COOLER, SINKER OR OTHER NAIL ��a��'�3 � � EXTERIOR WALLS: TYPES MAY BE USED ONLY AFTER CONTACTING THIS OFFICE FOR SIZES AND SPACING. � °�� "�� R�� A, ALL EXTERIOR WALLS SHALL CONSIST OF 2x6 STUDS � 16" O,C. TO A MAXIMUM HEIGHT OF 12'-6��. IF B, STAPLES MAY BE USED IN CERTAIN AREAS IF THIS OFFICE IS CONTACTED FOR SIZES AND HEIGHT OF WALLS ARE BETWEEN 12�-6'� AND 14'-6" USE 2x6 STUDS � 12" O,C. IF HEIGHT OF WALLS SPACING. FRAMI N G P LAN ARE GREATER THAN 14'-6" TO A MAXIMUM OF 17'-4" USE 2- 2x6 STUDS � 16" O.C, USE A DOUBLE C. THIS SCHEDULE REFLECTS MINIMUM NAILING ONLY, IN CASES WHERE LOADING CONDITIONS ` TOP PLATE TYPICAL TO PROVIDE OVERLAPPING AT CORNERS, ARE GREATER THAN THESE CONNECTIONS WILL APPLY SEE PLANS AND DETAILS OR � B, FLOOR OR ROOF FRAMING MEMBERS MUST BE ALIGNED TO BEAR WITHIN 5 INCHES OF THE STUDS CONTACT THIS OFFICE. SCALE: 1�4�� = 1�—O�� ° BENEATH. � C. EXTERIOR WALL SHEATHING SHALL BE 1/2" APA RATED SHEATHING 24/16 RATING, EXPOSURE 1, BLOCK Date Received SHEET NUMBER ALL HORIZONTAL JOINTS. D, PROVIDE 3- 2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS UNLESS NOTED OTHERWISE. USE MULTIPLE POSTS AT BEARING LOCATIONS EQUAL TO WIDTH OF BEARING MEMBERS UNLESS NOTED AUG 0 5 1999 OTHERWISE, ROOF; � .; • - A, ALL ROOFS SHALL BE SHEATHED WITH 5/8" APA RATED SHEATHING 32/16 RATING, EXPOSURE 1, PLACE � � ' •- •+ �,,�_ ,s �� ' ALL SHEATHING WITH LONG EDGE PERPENDICULAR TO RAFTERS AND STAGGER END JOINTS. " � � B, SOLID BLOCKING SHALL BE PLACED BETWEEN RAFTERS AND LOOKOUTS AT ALL BEARING LOCATIONS. , C, WIND ANCHORS SHALL BE PLACED AT ALL RAFTER TO STUO WALL CONNECTIONS. „ - . .....� - � � 1 ` ` � � � ` Al��R�H�'E� S . � ��- �6�� n�caR�ow�,-r�o . ��`� �, � . ____ �.hGi� �P�'�� . 5'� � , a PA. 5211 i� /! � ,�fi.:%i%U% ////i /i " / //.'1// �/. /// .//i/� //i /i//'�/ i / �i 7//" i i / V� +�.� `�y� i � �1Q� C� � ■ � � . � �+-�_a��_�-.�._.�-� ��-�t___--___._-___�, ; , �roa��so f _ i , 4 � , � t � � ; Fnxezra�st ; � # { �� ! , ��rsnaaEr ; ; ; � ,� , j r�tHn,RN.ca.ow+c�o �� .�� ..�._ - � { � � � � � � � � � � ° _ �� , ; t , -� , �,�-� � — �.�.�:,� � ;�,,�_�=-_ --_— _ _�! �� j �_�==�_--___—�� ; BR�NT AL�I, �1� - - a . . � -- o� � ��` f I � ` _.�'''�t �'�'- �'`'�� -�iD -- �+rncs��ra� if �`,� __�.�._�___.� l , � _— �� t � s�,u,�: � '' � �:�'t�:+�'�n ; ' I i '� � �� i __._._. i� �f � [ �� , '� � i , � ! i �t � � � � —-' � �) � � t� � � , �.____..._,. ._...��_.._ --- --------- ----- --------- ---- - ��k ��,E I�; '� � � . - � �` i� ��"'�� C,_� i � , � ! �}——--!� }! ,�.,..._,_,_,�r !s II � � � , - --- , ,— -�}- - . - � -.� �_.`_�1 1 , � � ,j t--;�__ a � �� , - � � ' � , � i�.�� ' `� �_-� �� ' i ` � , ti/�RACE SLA� � + �� s! �, � ��_____...�_ __�` � i �"�,�'. , , l I �# � 1 �� . � -- " _ __.. _. _ '� f� r_i.____�_.__�� f' � t� _..___ � � � . 104-0 ! � � � , � � �, __�-_.____�� V�--� s--- � � � I 1 '1��ty � � " . 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