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HomeMy WebLinkAbout5514 20TH ST . � _ iI .. • AEJT�I,C�y„��• , - , • ' - .l ... ._._ _y � . � CNECiQ.lST FOR BUILDINGS WffH MASONRY DCTERIOR WALLS The following checklist is designed to aid the user of SBCCI Standard for Hurricane Resistant Residential Construction,SSTD 10-93,when designing or checking designs of residential�buildings in high-wind areas. The user is cautioned that the checklist is not a substitute for compliance with provisions in SSTD 10-93. User comments on this worksheei are welcome, and can be sent to SBCCI, Attn: Codes Department. 1021 BUILDING GEOMETRY NumberofStories ........................ .......... . . � Building�dth (12 ft-60 ft 1 story,18-60,2 story) .. ...........................W= '7 �" '' � Building Length � ... ..................... ........... ............... .. L= �-fc�a— Length to Width Ratio (L/V1� ......................................... ..... UW= �/ x Building Height(30 it maximum eave ht) ................... .... ....... ........ H = �I�T Ceiling Height(20 ft maximum) .... ............ .. .. ................. ......... ... 8�'1- Roof Tj+pe (Gable or Hip) . ... . .... .. ......... ... ....................... .. .... . �.a,sc,c. Roof Pitch(2:12-7:12) ....... ..... . ........... ......... ......... ... .. .. ..... . - ' �z Roof Overhang at Sidewalls (4 ft maximum) ..... .............. ................. ... ��T Rake Overhang at:Gable Endwalls (12 in maximum) . .. .. ...... ..... .... .... .... . .. .. 1 �7 105 NONRECTANGULAR BUILDINGS (Add Leg Dimensions) NumberofStories .. .. ... .. . ... . . . . ........ . . . . .... .. ... . ... . . .. . . .. ..... . . . Building Width (12 ft-60 ft 1 story, 18-60,2 story) . . . . ... . . . . . .. ... . . . . . .. . ....W = Buiiding Length . . . . . . . . .. . . . . ... ... ..... . .. . . . .. . ... . . . . .. ... . . . . . .. .. . L= . Length to Width Ratio (L/W) . . . . ... ... . . . . . . . . . . .... ... .. . . . . . . ... . ... . UW= Building Height(30 ft maximum eave h� .... . .. . . . . . . . .... . . ... ... .. . .. ... ... . H = Ceiling Height(20 ft maximum) .. ............. . . . ... .. ... . . . .. .... .... . ... ..... .. Roof Type (Gable or Hip) ... ............ . ...... .. ..... .... ... . . ................. . � Roof Pitch(2:12-7:y 2) . ... ...... ........ .... . . . . .... .. .... .. ... . ............ . Roof Overhang at Sidewalls (4 ft maximum) ... . . .. . . . . .... . . . .. . ..... ... ... . . .. . .. , Rake Overhang at Gable Endwalls (12 in maximum) . ............ . . ... .. ...... ....... 104.3 DESIGN WIND SPEED, mph . . ............ . . . . . . ... .. ... . . . . ...... . Wind Speed = 1 O D n+�h� 102.2 FOUNDATION TYPE"(Check appropriate type): 1.Stemwall Foundation w/SlalrOn-Grade (3�ft high max) . .... . . . .. ..... . . .. . .. . .....'. �_ 2.Stemwall Foundation w/Crawl Space (3 ft high max) ....... ... ... ....... ... . . .. ... . ,c/,0 3. Monolithic Slab-On-Grade ... ..... ......... .. . .. .. .. .. ... . . . . . . ... .. ... . .. ... r�_ 4. Pile Foundation (8 it exposed maximum, requires engineering design) ... . . . . . ... ....... ,C/,d 202.1 MATERIALS Concrete Masonry Units (ASTM C 90 or C 145, 1900 psi min) ...... .. ... . . .. .... . . ... . .. ✓ Clay Masonry Units (ASTM C 62,C 216 or C 652 H40V,4400 psi min) .. .. . . .... . . .. . ... . ,ci�0 MortarRYPe M orS) .. . .. . .. . .. .. . . .. .. . . . . . . ... . . .. ... . . .. ... . . . .. .. . ... .. . C Grout(3/8 in max. aggregate,8-11 in slump,2000 psi or ASTM C 476) .. ... .. . . .. .. ... ... � �oncrete (2500 psi minimum compressive strength) . . . . ... .. . ...... . . . . . . .. . ... ... . . � . Reinforcing Steel (Grade 40 minimum) . . . . . .. . . . . . . . . .. . . . . .. . . .. . . . . . .. . . ASTM A ��Grade� Corrosion Protection for Metal Accessories (galvanize� .. . ... . .. . . . . . .. .. .. .. . .... .. . ✓ Corrosion Protection for Fasteners and Connectors: . .. . ... . . . . . .... . .. ... .. ... . .. .. . ,/ 1. Exposed to weather (stainless steel or hot dipped galv.) v 2.Coastal area, saR air exposure (ss or hot dipped galv.) ... . . . . .. . . . . . . . . . . . . .. . . �/`f � 203 ' FOOTINGS AND FOUNDATIONS Table 203A Stemwall Footin w/2 #5 T�_W g . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . , Monolithic SlatrOn-Grade-Exterior w/2 #5 . .. . .. . . .. .. ... . . . .. . .. . . . . .. . .. . ..... . T W Monolithic Slab-On-Grade-Interior w/2 #5 . . . . . . . . . . . .. ... . . . . . . . ... .. . . . . . . . . .. . . T ' 203.3 Footing Dowels to Match Wall Reintorcement with 90'hook,5 inch or 6 inch min. embedment, , and 25 inch•lap at: 1. Builcing corners . . . . . . . . . . . . . . . . ... . . . . . ....... .... . ... . . . .. . . .. .... . . ✓ 2. Each side ot openings more than 6 ft wide . . . . . .. . .. . . . . . . . . . .. . . .. . . . .. .. . . ✓ 3. Ends of each shear wall segment . .... . . . . . . . . ... . . . . . .. . . . . . . . . . . . .... . . ✓ 4.All other tilled cells w/vertical reinforcement, unless sum ot wall openings is 25%or less of total wall area in 90 mph zone,or i� 100 mph zone where building width is 40 ft or less i/ 1 HRRC CHECICLIST::9N3 1 :� � . -] ''� . ' n C;'iECfQ.JSTPOR BUILDINGS WfTN MASONRYDCI'Ef�IORyVA1LS `�`'� � .� . .�. - � _ - f -- � ; :f 204 ' FLOOP SYSTEMS _ - 204.1 � Suapended ConcreteSta�s(hollowcore per manuf.design) ........................... �� .''. 2042 ! Monolithic Slab-On-C�de(3 1/2 inch thick min..no reintorcement req'� .,................. _ 204.3 WOOD FRAME Floor Joists(Group Ii,sasd per NFPA span tables) ............................... ... �C/� Floor Trusses(designmd per TPI spec) ........................................... ,c/� . Floor Sheatliiag(19l3�CD min.plywood,5/8 inch min.particleboar� ................. ... ,t/,Q � Fioor Framin9 (Spacii�per span rating w/2Q-24 inch maximum) ........................ J/.!I ' Blxking (4 it o.c.firsit�o traming spaces each end of floor) ........................... �,�/,q 'Sheathing tasteners(tOd common or 10d gaN.box at 6/12 inch o.c.) .................... ,(/�J � Connection to Masorup Wall(pressure treated ledger beam) ...................... ..... ==J� ` (optional atemw�oonnection per Figure 203D) ............................ � � Floor Diaphragm (checic capacity with Tables 204G and 2041-Q ...................... ... � 205 MASONRY WALLS -� 205.1 �inch Thick(1-atory v�G 110 ft max:clg:ht or top story w/8 ft mex.clg. ht).. ............ .. . 8-inch Thick(All otheu}' . ✓� :i �� 2052 BOND(T1E� BEAMS(�top,each floor and gable): ; Table 205C 6-in walls: 6�c8 high masonry or ci'p concrete ................... ......... .. . .. . !�iQ ! Table 205D b7c12tugh cip concrete ................ ......... . ...... .... ... . .. ,(i �Q : Qc16 high masonry or cip concrete ......... ...... ... ......... . ..... �� 8=in walls: 8x8 hogh masonry or cip concrete ......... .......... ........ .. . .... � Sic12 tugh cip concrete ............ ................ ...... . . ... � � 8x16 high masonry or cip concrete ........ ........... ......... ... ... ,�/,¢ � 207.6.1(4) Approved Precast Bond Beam ................... ........ .. ........... . .. v 205.3 VERTICAL REINFOR(�AENT `'� , One�5 each comer..................................... ..... ..... ...... ✓ - One�5 each s"Kfe of openings wider than 6 ft......... ..................... .... v Two�5 or one#7(openings wider than 12 ft in 110 mph zone) ... . ................ ,c�j0 Two�5 or one#7(openings wider than 12 it,bldgs wider than 40 ft in 100 mph zone) . .. .t/A , Regular Wall Spmdng per Tables 205C and 205D .......................... . . . .. �� Shear Wall SPaan9 Per 205.5.5 ............................ ......... ....... �� 205.4 � CONTINUOUS MASO(�RY GABLE Rake Besm:cipooncrete,Min high min.w/1 #5 ...... ..... .... . ... ..... . . . . . .. �_ Pressure Veated Dc nailer boked to rake beam ................ ..... .... . . .. . ... ,U,9 Aftemate:Ceiling diaphragm per 206 ..............,..... ... . ............ . . ... �Ii) 205.5 D(TERIOR SHEARWALLS •- Required shea�xall length at endwalls(Table 205F� .... ........ . .... ... ...... ... ✓ ; Required shearxall length at sidewails (fable 205.n .. ...... . . ... . ......... .. . ... ✓ Maximum distance between shearvvalls= 4x bldg.width .... .... ....... .. . . . 4W= I 2 � Minimum shearwaii length = 1/2 clg.ht ........... ....... .. . . ......... CH/2 = 4�T Sum ot shearwdE segments = 1.2 x tabled length (min.) ............... .... . . . . . .. ¢�c4 � Shearvvall segrnar�ts connected by bond beam ............. . . .......... . ... . . .. ✓ ' Shearvvall operi�sgs: 12 inch max.dimension,1 sq ft max.total .......... ... . . . . . . . . ✓ � i Shearvvall reiniacing: 2�5 ea. end unless length > 1.5 req'c�1 �5 in endwall shearwails) � i =`- 205.6 ; INTERIOR SHEARWALLS '�� j When used, can decrease length/width ratio ............... . . .. . .. .. . New UW = ,t,/,� ' Interior bond besm full width ot building .. ........... ... . .. . . .... ... .... . . . . .. �_ ! Top oi sheamail supported per Figure 207H ........ . ..... .. . . .. ... ...... . . .. . . .cJA , 205.7 �, CONTINUffY OF VE�iICAL WALL REINFORCEMENT � , Minimum lap sQ�es: �5 to�5 =25 inches ...... . ..... . . . . . .... . . . .. .. . . . .. . � � i, #7 to�7 = 35 inches ...... ..... . . .. . . ... ... . . . . . . . . . . �(/A �' cne�Y5 to one�7 =25 inches ...... ..... . .... . .... .. .. . . . . . . . . � two �YS to one�7 =35 inches ....... ..... .. . . . . . ...... . . . . . . . . .C/ Standerd hook embedded 6 inches into bond beam: 10-in leg for �5 ... .. . ... . . . . . . . ✓ � 14in leg tor�7 . . . ... . . . . . . . . . . �.1Q ' , ' HRRC CHECKLIST::9�93 ' � CHECIQJST FOR BUILDINGS WfTH MASONRY DCIFRIOR WAI 1 S ... � i�-_, . , � 20.5.8 LINTELS AND BEAMS SPANNING OPENINGS Lintei Acting Alone: '� , . Extend 4 inches past each side ot opening .................................... ✓ , Precast-1 story and top story of 2 story,Table 205P1 ............................ � i ' Precast—bottom story of 2 story w/wood tloor,Table 205P2 ........................ �c/.4 I Precast—bottom story ot 2 story w/hollowcore floor,Table 205P3 .................... ,U,0 Corttinuous Bond Beam Acting as Lintel: � 1 story and top story of 2 story,Table 205Ri .. ................................ ,(/,0 , I' Bottom story of 2 story w/wood iloor,Table 205R2 .............................. .(/A �� , Bottom story ot 2 story w/hollowcore floor,Table 205R3 ............... ........... � , , Bond Beam Combined with LiMel:� � . • 1 story and:top'story of 2 story,Table 20557 .................................... __� . ' : Bottom story of 2 atory w/wood iloor,Table 205S2 ............................... Bottom story of 2 story w/hollowcore floor,Table 20553 .......................... Li /Q _ ' 206 CEIUNG SYSTEMS 206.1 Ceiting Diaphragms(req'd when endwall stops at ceiling) 206.3 Gypsum ceiling dlaphragm at sidewall, Fig.20C� ......................... ...... �_ Gypsum ceiling diaphragm at endwall, Fig.2066,206C ................. ......... ,t/,n Ptywood ceiling diaphragm,Table 206D, Fig.206E ...... ..... ....... .......... .. ;;.�_ , Piywood ceiling diaphragm at endwall, Fig.206F ................ . . ........... .. �_ Plywood ceiling diaphragm at sidewall, Fig.206G ......... ... .... .... ... ........ �lR 206.4 � Ceiling diaphragm akemates (Tables 206H,J, fQ . . ..... ... .. ....... . . ..... . .. �/ ' 207 ROOF SYSTEMS - 'i 207.1 RAFfER.IOIST FRAMING SYSTEMS Rafters:Group II sized per NFPA span tables (24 in o.c.max.) ........ . ... ... .. . .. . . �/A Ridge Board:ac min.cut depth of rafter .. ............ . .. .. ... . . ..... ....... . . /l.11 Collar Beam: 1x6 every third rafter pair ............ .............. ........ ..... ,G',� 2072 TRUSS FRAMING SYSTEMS Trussdesign perTPl spec . ... .. .. .. ................ ...... . . ... . ..... ... . . �i Designs to indicate wind speed, height and uplift ......... ... . . . .. .. ... . .... . . .. v . ' Maximum truss spacing at 24 inches... ..... . ................ . .. .. . . ...... . . . ✓ Girder trusses designed as drag struts ... .. . . .. ...... . . . . . ... . . . . . .. . ........ ✓ , Group II lumber tor top chords . . .... .. . . ... . . ..... ..... . . . . . . . . . . . . ..... .. . V . Step-down hip system used tor hip roof(Fig.207FQ ........ ....... . . .. ... .. . ... .. � 207.3 � ROOF SHEATHING 15/32 Exposure 1 GD plywood or 1/2-inch particleboard min. ... .. . . . . . . . . ... . . .. . . c� Typical tasteners:8d common or galv. box at 6 inches throughout . . . . . . . .. ... .... . . ✓ - 8d ring shank in roof zone 3 and 110 mph,and wfth Group III lumber in 100 mph zone . . . _ /�R 4in nail spacing at gable endwall/gable truss . .. ... ... .. . . . . .. .. . .. . .. ...... . . . ,(/A� 12-in intermediate spacing in roof zone 1 and 90�mph........ ..... . ... ... . .... . . . -r/LI 12-in intermediate spacing using Group II lumber in 100 mph zone . . . . .. . . . ... . .... . .(/4 After•as required for stronger diaphragm per 207.5 .......... . .. . . . ... . . . ....... . �JA 207.4 BRACING '� Add blocking at 4 ft o.c. 1 st 2 traming spaces'rf no ceiling diaphragms . . . . .. . . . . .... . �_ 207.5 I ROOF DIAPHRAGM _ � Calculate sidewall diaphragm capacity: - . ; A = Table 207C capacity B = Ceiling ht.factor ,, C = W/L D = root slope tactor � Adjusted capacity =AxBxCXD . . . . . . . . .. . . . . . . ..... . . . . . . . . . . . . . . . . ..... .. . I O � � B adj. cap. > 180.upgrade roof sheathing per S8C .. . . . . . ... . .. . . . . . . . . . . . .. . . . /f•/J �I � H adj.cap. < 180,difterent sheathing ok at nail pattem in 207.3 . ... . . . . . . .. . . . . . . . i.;� � Calculate endwall and i�terior shearvvall diaphragm capacity: �, A =Table 207D capacity B = clg. ht/8 �° C = 0.82 tor 1 story bldg.only ' Adjusted capacity =Ax8 (xC tor 1 st. only) . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . � It adj.cap. > 240,upgrade roof sheathing per SBC . . . ... . . . . . . . . . . .. . . .. .. . . . . . .U.9 K adj.cap. < 240,dif(erent sheathing ok at nail pattern in 207.3 . .. . . . . . . . . .... . . . . . tiA g HRRC CHECKLIST::9/93 i • - i '' ' � :� , . ' . • CI-[ECtQJST FOR BUIIDINGS WfTN MASONRY DCTERIOR WALL„S . .J • 207.6 CONN�iIONS FOR WOOD ROOF SYSTEMS ' Sklewall,Truss/Rafter to Bond Beam: _� Connectors rated ior uplift(fable 207t� ................. . . .... ........ ... �'2 Cpnnectors rated for lateral load (207.6.1(4)) ............ . ........... ...... � " S�dewall, Boked Top Piate ARemate: _. Boft,washer, nut,top plate material per 207.62(1) ........ .. ........ ..... . . . ��Q •. BoR spacing (24 in.@ 90 mph,21 in.Q 100 mph, 18 in.Q 110 mph} ......... .. �CJQ 9/16 inch max. dia boft hole in top plate ................ ........... .... .. ,(/YI _ " Boks 6 in.max.each side of plate splice ........ ........ . . .............. . ,��q ' Boks 12 in.max.from end of plate............ .......... ........ ..... ... ,c,/,0 ' Truss rafters tastened to top plate w/rated connector per 207.6.1 ............... �t/r4 Corrtinuous Gable Endwalis: Pressure Veated ac nailer bofted to rake beam w/1/2-in anchor bok @ 6 in.o.c. ... ,�/Q Gable Truss Endwalls (permitted onfy where clg.diaphrag►n/hanger neede� .. ... . ,(�q Shear connector rated for 255 x spacing for unblocked diaphragm .. . . .. . ... .... ,c�,a Shear connector rated for 510 x spacing for blocked diaphragm. ... . .. . . .. ... . . N�9 OR Dc8 pressure treated plate boked to bond beam (1/2-in dia.@ 4 ft o.c.) .. ... . ,� •: Wood Framed Gable Endwalls:Refer to 403 .. .. . .. . . .. .. . ... . . . .. . . . . .. . . . .. .. v -_; =� FTiQ Roof Trusses at Endwalls: Mod'rfy sidewall details using Table 207J ....... ....... � -== Irterior Sheanvall to Roof: Similar to endwalls (Fig.2071-� �� 208 OPEN STAUCTURES 208.1 GENH�AL Founddions:Same as 1 story building of same size .. . .. . . .. .. . .... . ... .. .. .. ... . . . . _ I Common Wall: #5 infilled cell at juncture . . . . ..... ..... . ... . ... .. . . . . . . . .. .. . . .. .. li Bond Beams/Lintels: Rated for loads of Tables 208A,208C,208E . . ... . . . .... .. . .. . .. . . . i -• or trom 205.8, Beams Spanning Openings . . . .. . . . .. . .. . . . .. Colurr�s (max. 10 ft high to top of bond beam) ... .. ... . . ... . . . . . . . ... . . .... . . . H = , :.� Comer Columns: . . .. . . . .. ...... . .. . ........ .. . . . . .... . . .... . . .. .. Size = x , _ ' " ' Vert Reint. (4 #3 for Sx8,4 #5 all others) . ..... . ... . .. . . ... . .. : . ... . ... . . ✓ �r � � Standard hooks, column to toundation .... ... . ... . .. ... . . .... . .. . .. . . . . . . . # , Standard hooks, column to bond beam ..... . . . .. . . . . .. .. .. . . ... . .. ... .. #f Column ties.. ... . . .. .. . . . . . . . . ....... . . . .. . . . . ... . .. . . . . . . . . . . . . . . � @ krtermediate Columns . . . . .. ..... . . . . . ..... .. ... . ... .... . ..... .. .. . . Size = __ Vert. Reini. (4 #3 tor 8x8,4 #5 all others) . .. .. . ... .. . . . . . . . .. . .. ... .. . . . . �^#' Standard hooks,column to foundation .. .. ... .. .. .. . .. . . .... . . . .... . . ... . . ��_ �� , Standard hooks,column to bond beam .. .... .. .. . .. . . . . . .. . . . .. . . . . . . . . . _ ;�__ Colum�ties . ... . . . ....... . . . . . ..... .. . . . ..... . . .. .. .. . .. . . . . . . . . # —�@� 2p9 IXT�iIOR WALL VENEERS 209.1 STUCCO (perASTM C 926) . . . . . .. .. . . . . . ........ . . . . . . . . .. . . . . .. . . .. . . . .. . . . . •; 2092 BRIqG VENEER(metal ties per Table 209A) . . . .. . ... .. . . . . . . . . .. . . . .. . . . .. . .. . . .. . . ;�. ,� 4 HRRC CHECKLIST::9/93 , • , . t� _. „�; �.-"r��i_r'L.+�.�l•T s i�C�s:�. t=�i�.i�, �:�;;•-i�; �JS�F[JL. il�Ii=��.=1�ri�,TI;:�C�.l Iirt"i��e u�%��,i 4`�i- rEJST��t�I�R a Ai�T i(��_1� PRFF'�IF?E�� Fti'4 t1�t�:_!= [�,;�,�'4,1��.%i�: - l7 L iCR I P"i i!�t•d^a r�dUl''1��ER �if-��T��i:=:7�=,a 3 =��:.I i_.±i•ds� H�i i��-i-i a =:��t: t�UILi��hd��; WI�Tf�n ��` ' ,�" !�i1�tF T'.'?� ����!r!rl� t ��i�F!_� �UIl�Ihda.-� L�i�!!_�1��-!a f-� G�?_�=� '=Z:�"�' . a iy' t�? � .r-1; � t r � r'J ! i v 1� i_i�.!` r h i-' � L F"t•!Gl"t-, ;u ��T�'r � � L.�l�,� F'.�?—�— ,-�'RH�s.5�� S I vE� _f±. � c� � � -'t 't '-i• i � ' `s= T' ,�d- c•��T�u?��t3 �r_I,;-;�- � �,Tt RRf�,G" ;_��JEF�.{-?i-lid�� __i�l� , i-i �. , � ��L=�i�3C�a .�t:I h�(I} ��Ft�1�� i i�r_rmj��-� F'(7,..;i'aL�i��T.t�1h�� � - T''i"i=�o ST�i'!L�!'r`'i!_i.. c'�_%�!�'t�. <<=i_�;;�, r- ,!o ' ��r, -• a�r�..�r= i�. ��,p;� r��-JTEi. �I?E' la_L�.;�a n 1��� T?C.F'i}-i� f;�� r`C i.i K 1 {.�7 i,r.L r��F�ti i-'n ,_S—�t� _}_,�C:.v tY��_. 1=j_C����. _:T� � �4`I�'`v 'I-',�/i�L_n �J�r—vr—:1--i'.. } :..rl"'I 1 � (�tf�. :.l��V �=�-':'1. i•�= i � r� � 1�ti i,�-+r 3 � y _ �� � (tafiJ01? 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