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HomeMy WebLinkAboutFinal foundation review 5606 North Inns. CT PROFESSIONAL ENGINEER GENERAL REQUIREMENTS t��ui�iu�,,, I hereby certify that this plan, specification, or ����S E REFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND REQUIREMENTS SPECIFIC TO report was prepared by me or under my direct ���l�,.• •.y �i� REFERENCED PROJECT. supervision and that I am a duly Licensed �� �: •.7i Professional Engineer under the laws of the LICENSED _ a NOTES ON DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. State of Minnesota = PROFE ENGSNEERAL : = (n• •Q 5FA Design Group,L.L.r DESIGN CRITERIA Print Name: Jesse D ••• 58974 :/O�` 503)W4311 ENGINEERING • •• � V�1503)691-0311 www.sfatl9com BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS): Signature: /��F�•F IM;` `�� 2018 INTERNATIONAL BUILDING CODE (IBC) Date 12.22. 23 License # 58974 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2020 MINNESOTA BUILDING CODE 2020 MINNESOTA RESIDENTIAL CODE RHINO CARBON FIBER STRAP WALL REINFORCING SYSTEM LU CARBON COMPOSITE () TENSILE STRENGTH: DESIGN VALUE = 133.6 KSI, TEST METHOD IN ACCORDANCE WITH ASTM APPROVED w o U N D3039 CO MODULUS OF ELASTICITY: DESIGN VALUE = 36,300 KSI, TEST METHOD IN ACCORDANCE WITH ASTM Jensen 0 Q U � D3039 ir Z) u7 EFFECTIVE PLY THICKNESS: 0.0248 INCHES W ono STRAP WIDTH: 6.0 INCHES Z W � ? W SATURANT EPDXY: J _J TENSILE STRENGTH: 2.8 KSI J z 0 ELONGATION AT BREAK: 40% SEPARATE PERMITS FOR: ELECT, PLUMB. MECH. Q o LL FLEXURAL STRENGTH: 3.0 KSI (D CLL INSTALLATION GUIDELINES U SURFACE PREPARATION: THE BONDING CAPABILITY OF EPDXY FOR A GIVEN APPLICATION IS PRIMARILY DEPENDENT ON PROPER SURFACE PREPARATION. CONCRETE SURFACES MUST BE STRUCTURALLY SOUND AND FREE FROM CONTAMINANTS SUCH AS DUST, OIL OR DIRT. SURFACES MUST ALSO BE MECHANICALLY ABRADED TO REMOVE ANY PROTRUSIONS IN THE COLUMN THAT MAY TRAP AIR BEHIND THE INSTALLED CARBON ARMOR STRAPS. MIXING EPDXY: THOROUGH AND COMPLETE MIXING OF EPDXY IS CRITICAL FOR THE PERFORMANCE OF THE This plan copy to be at job site PRODUCT. MIX USING A WOODEN PAINT STIRRER FOR AT LEAST TWO MINUTES UNTIL A CONSISTENT COLOR IS ACHIEVED. SCRAPE THE MIXING CONTAINER SIDES AND BOTTOM AND MIX UNTIL NO STRIPES, STREAKS OR COLOR VARIATION IS VISIBLE. DO NOT MIX MORE MATERIAL THAN MAY BE APPLIED WITHIN 30 MINUTES. GENERAL NOTES APPLICATION TO COLUMN SURFACE REVISIONS STEP 1: APPLY MIXED RESIN ONTO THE PREPARED SURFACE USING THE ROLLER PROVIDED. STEP 2: AFTER PRIMING, USE THE MIXED RESIN TO SATURATE THE CARBON FABRIC. STEP 3: APPLY THE SATURATED CARBON FABRIC TO THE SUBSTRATE COLUMN BY PRESSING THE RESIN-SATURATED FABRIC ONTO THE SUBSTRATE. THEN USE THE PROVIDED ROLLER TO APPLY PRESSURE TO THE SURFACE OF THE FABRIC TO ENSURE GOOD BONDING TO THE SUBSTRATE, AND TO ROLL OUT ANY TRAPPED AIR BEFORE THE EPDXY SETS. PROJECT NO: CONDITIONS TO AVOID: IBA23-530 DESIGNED BY: BR • DO NOT APPLY TO CONCRETE LESS THAN 30 DAYS OLD. DRAWN BY: • DO NOT APPLY TO CONCRETE WITH CURING OR SEALING MEMBRANES. BR DO NOT APPLY TO CONCRETE AT A TEMPERATURE LESS THAN 45'F CJ EDCKED BY: • DO NOT THIN EPDXY WITH SOLVENT. DATE: • HIGH TEMPERATURE ENVIRONMENTS MAY REQUIRE A SPECIAL HARDENER SELECTION. CONSULT WITH 12.22.2023 A GROUNDWORKS FOUNDATION REPRESENTATIVE FOR RECOMMENDATIONS IN THESE SITUATIONS. SHEET NO: S1 . 1 PROFESSIONAL ENGINEER I hereby certify that this plan, specification, or ```ESN'S Elll�D� ',��i report was prepared by me or under my direct �� l�,. Fy supervision and that I am a duly Licensed �� �: •.7i Professional Engineer under the laws of the LICENSED _ a B C State of Minnesota = PROFESSIONAL _ (f�• •Q 5FA Design Group,LLr 51'-4" Print Name: Jesse Dad �`• 58974 •� TRNMRALENGINEERING �''�• •� . �• •.�``� p:1503)691-0311 www.sfatl9�com 24'-000 Signature- �i��F M1 g � 1111\\�� Date 12.22. 23 License # 58974 (E) FOUNDATION/(N) CARBON FIBER LAYOUT PLAN NOTES: L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n 1. REFERENCE S1.1 FOR GENERAL REQUIREMENTS G 2• CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES — —— — — — — — — — — —— — — — — —— — BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS LU ❑1 2❑ } ❑3 ® I ❑5 © I PRIOR TO WORK TYP V 3. � INDICATES (E) CMU WALL ON (E) CONC FOOTING (CONTRACTOR TO Z W U I I I VERIFY 12"Wx12'-0"H (E) CMU WALL AND 1'-4"Wx8"DP (E) CONC LU D Y M FOOTING MIN TYP (NOTIFY ENGINEER OF RECORD IF FIELD 0 Q U -,I- (5) EQ SPACES I 2'-91' 1 1 CONDITIONS DIFFER IN THE AREA OF WORK)) (n Er Z) 2 L1 (3'-6" OC MAX) m g I to 14. SECTION CUT — DETAIL NUMBER/SHEET NUMBER Z - Lij (E) CONC SLAB �6 I 5. ® INDICATES LOCATION OF RHINO CARBON FIBER BOWED WALL STRAP J Z 1 ON GRADE TYP 0i� I — ((6) TOTAL) Q 0 o LL 6. CARBON FIBER STRAP SPACING SHALL BE AS INDICATED ON > C I 7. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC U CEMENT OR EPDXY I I I 8. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO 1 0 11 - - - - - - - - - - - - - - - - - - - � I - 1 I I I I I I n n n 1 II 1 I 111 I Y Y Y II 1 111 I � 1 I I I (E)FDN/(N) ——— CARBON FIBER 1 I 1 LAYOUT PLAN - - - Ll - - - - - - - - - - - - - - - - - L - - - - - - - - 1J AREA _(E) HEADER I ABOVE_ _ _ _ _ _ _ OF REVISIONS - - - - - - - - - - - - - - - - - I I PROJECT NO: 1 1 IBA23-530 DESIGNED BY: BR DRAWN BY: 4 BR CHECKED BY: JLD DATE: PARTIAL (E) FDN/(N) CARBON FIBER LAYOUT PLAN KEY PLAN 12.22.2023 z SHEET NO: SCALE: 1/4"=1'-0" SCALE: NTS S2. 1 PROFESSIONAL ENGINEER I hereby certify that this plan, specification, or ♦♦♦♦SN'S E������ ���i��� report was prepared by me or under my direct �♦ l�,. Fy (E) WALL SHEATHING supervision and that I am a duly Licensed Professional Engineer under the laws of the LICENSED _ a State of Minnesota = PROFESSIONAL _ ATTACHMENT TO (E) ROOF FRAMING N; 58974 ;Q; SFA Design Group,LLr (E) SILL PER MFR Print Name: Jesse D '�• .O�` TRN TNRAL ENGINEERING Ap 1503)691-0311 I www sfatl9 com Signature: i%• l M1 � i ..�.. (E) EXTERIOR GRADE �� ��iiii����� Date 12.22. 23 License # 58974 -1 1111 �1111 I I1 I I :� ;IIIIIIIIIIIII Illiill w SECTION A-A (� w 0 U N Y co NT U LO C3LLJ CC Z DZ w I_LI Z W = RHINO CARBON FIBER J — J SYSTEM PER PLAN — J Z 0 J o LL � z U LO x m (E) CMU WALL z o I x CV Q O I 3/4"0 CARBON FIBER PIN IBER HOLE W/ RHINO EPDXY CARDS AIL AT 5" MIN EMBED (E) CONC SLAB REVISIONS 1ON GRADE —I °. n i I—III a . e� 4 PROJECT NO: —I a° III IBA23-530 44 III A a_l i SECTION B-B DESIGNED BY: BR ' III ijl al�—II DRAWN BY: E CONC FTG BR ( ) CHECKED BY: R ' JLD DATE. 12.22.2023 SHEET NO: RHINO CARBON FIBER STRAP DETAIL 1 S4. 1 SCALE: 3/4"=1 I-0"