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. � <br /> _ iI <br /> .. • AEJT�I,C�y„��• <br /> , - , <br /> • ' - .l ... ._._ _y � <br /> . � CNECiQ.lST FOR BUILDINGS WffH MASONRY DCTERIOR WALLS <br /> The following checklist is designed to aid the user of SBCCI Standard for Hurricane Resistant Residential <br /> Construction,SSTD 10-93,when designing or checking designs of residential�buildings in high-wind areas. The user <br /> is cautioned that the checklist is not a substitute for compliance with provisions in SSTD 10-93. User comments on <br /> this worksheei are welcome, and can be sent to SBCCI, Attn: Codes Department. <br /> 1021 BUILDING GEOMETRY <br /> NumberofStories ........................ .......... . . <br /> � Building�dth (12 ft-60 ft 1 story,18-60,2 story) .. ...........................W= '7 �" '' � <br /> Building Length � ... ..................... ........... ............... .. L= �-fc�a— <br /> Length to Width Ratio (L/V1� ......................................... ..... UW= �/ <br /> x Building Height(30 it maximum eave ht) ................... .... ....... ........ H = �I�T <br /> Ceiling Height(20 ft maximum) .... ............ .. .. ................. ......... ... 8�'1- <br /> Roof Tj+pe (Gable or Hip) . ... . .... .. ......... ... ....................... .. .... . �.a,sc,c. <br /> Roof Pitch(2:12-7:12) ....... ..... . ........... ......... ......... ... .. .. ..... . - ' �z <br /> Roof Overhang at Sidewalls (4 ft maximum) ..... .............. ................. ... ��T <br /> Rake Overhang at:Gable Endwalls (12 in maximum) . .. .. ...... ..... .... .... .... . .. .. 1 �7 <br /> 105 NONRECTANGULAR BUILDINGS (Add Leg Dimensions) <br /> NumberofStories .. .. ... .. . ... . . . . ........ . . . . .... .. ... . ... . . .. . . .. ..... . . . <br /> Building Width (12 ft-60 ft 1 story, 18-60,2 story) . . . . ... . . . . . .. ... . . . . . .. . ....W = <br /> Buiiding Length . . . . . . . . .. . . . . ... ... ..... . .. . . . .. . ... . . . . .. ... . . . . . .. .. . L= . <br /> Length to Width Ratio (L/W) . . . . ... ... . . . . . . . . . . .... ... .. . . . . . . ... . ... . UW= <br /> Building Height(30 ft maximum eave h� .... . .. . . . . . . . .... . . ... ... .. . .. ... ... . H = <br /> Ceiling Height(20 ft maximum) .. ............. . . . ... .. ... . . . .. .... .... . ... ..... .. <br /> Roof Type (Gable or Hip) ... ............ . ...... .. ..... .... ... . . ................. . <br /> � Roof Pitch(2:12-7:y 2) . ... ...... ........ .... . . . . .... .. .... .. ... . ............ . <br /> Roof Overhang at Sidewalls (4 ft maximum) ... . . .. . . . . .... . . . .. . ..... ... ... . . .. . .. <br /> , Rake Overhang at Gable Endwalls (12 in maximum) . ............ . . ... .. ...... ....... <br /> 104.3 DESIGN WIND SPEED, mph . . ............ . . . . . . ... .. ... . . . . ...... . Wind Speed = 1 O D n+�h� <br /> 102.2 FOUNDATION TYPE"(Check appropriate type): <br /> 1.Stemwall Foundation w/SlalrOn-Grade (3�ft high max) . .... . . . .. ..... . . .. . .. . .....'. �_ <br /> 2.Stemwall Foundation w/Crawl Space (3 ft high max) ....... ... ... ....... ... . . .. ... . ,c/,0 <br /> 3. Monolithic Slab-On-Grade ... ..... ......... .. . .. .. .. .. ... . . . . . . ... .. ... . .. ... r�_ <br /> 4. Pile Foundation (8 it exposed maximum, requires engineering design) ... . . . . . ... ....... ,C/,d <br /> 202.1 MATERIALS <br /> Concrete Masonry Units (ASTM C 90 or C 145, 1900 psi min) ...... .. ... . . .. .... . . ... . .. ✓ <br /> Clay Masonry Units (ASTM C 62,C 216 or C 652 H40V,4400 psi min) .. .. . . .... . . .. . ... . ,ci�0 <br /> MortarRYPe M orS) .. . .. . .. . .. .. . . .. .. . . . . . . ... . . .. ... . . .. ... . . . .. .. . ... .. . C <br /> Grout(3/8 in max. aggregate,8-11 in slump,2000 psi or ASTM C 476) .. ... .. . . .. .. ... ... � <br /> �oncrete (2500 psi minimum compressive strength) . . . . ... .. . ...... . . . . . . .. . ... ... . . � <br /> . Reinforcing Steel (Grade 40 minimum) . . . . . .. . . . . . . . . .. . . . . .. . . .. . . . . . .. . . ASTM A ��Grade� <br /> Corrosion Protection for Metal Accessories (galvanize� .. . ... . .. . . . . . .. .. .. .. . .... .. . ✓ <br /> Corrosion Protection for Fasteners and Connectors: . .. . ... . . . . . .... . .. ... .. ... . .. .. . ,/ <br /> 1. Exposed to weather (stainless steel or hot dipped galv.) v <br /> 2.Coastal area, saR air exposure (ss or hot dipped galv.) ... . . . . .. . . . . . . . . . . . . .. . . �/`f <br /> � <br /> 203 ' FOOTINGS AND FOUNDATIONS <br /> Table 203A Stemwall Footin w/2 #5 T�_W <br /> g . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . <br /> , Monolithic SlatrOn-Grade-Exterior w/2 #5 . .. . .. . . .. .. ... . . . .. . .. . . . . .. . .. . ..... . T W <br /> Monolithic Slab-On-Grade-Interior w/2 #5 . . . . . . . . . . . .. ... . . . . . . . ... .. . . . . . . . . .. . . T <br /> ' 203.3 Footing Dowels to Match Wall Reintorcement with 90'hook,5 inch or 6 inch min. embedment, <br /> , and 25 inch•lap at: <br /> 1. Builcing corners . . . . . . . . . . . . . . . . ... . . . . . ....... .... . ... . . . .. . . .. .... . . ✓ <br /> 2. Each side ot openings more than 6 ft wide . . . . . .. . .. . . . . . . . . . .. . . .. . . . .. .. . . ✓ <br /> 3. Ends of each shear wall segment . .... . . . . . . . . ... . . . . . .. . . . . . . . . . . . .... . . ✓ <br /> 4.All other tilled cells w/vertical reinforcement, unless sum ot wall openings is 25%or less <br /> of total wall area in 90 mph zone,or i� 100 mph zone where building width is 40 ft or less i/ <br /> 1 HRRC CHECICLIST::9N3 <br /> 1 <br />