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I , e. GENERAL NOTES: 1. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE WITH STATE AMENDMENTS,(2015 IBC). 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE. 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. THE FOUNDATION PLAN IS A SEPARATE SET OF PLANS FOR APPROVAL BY LOCAL MUNICIPALITIES. 5. EXTERIOR DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN AT 2'O.C.BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 6. ALL THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY UC4B(GROUND CONTACT,HEAVY DUTY)-SKIDS. 7. ALL THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY UC3B(EXTERIOR ABOVE GROUND,UNCOATED OR POOR WATER RUNOFF)-FLOOR JOISTS,PLYWOOD FLOOR DECKING,AND EXTERIOR RATED WOOD STRUCTURAL PANEL SIDING. / 8. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED(G185)OR STAINLESS STEEL. F 9. ALL WINDOWS WITHIN 24"OF DOORS,AND ALL GLASS IN DOORS SHALL BE SAFETY,TEMPERED,OR ACRYLIC PLASTIC SHEET. 10. FOR ROOFS WITH ASPHALT SHINGLES AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH SECTION 1507.2.2 OF THE 2015 IBC OR PER SHINGLE MANUFACTURER INSTRUCTIONS. z w 11. UNDERLAYMENT SHALL CONFORM WITH SECTION 1507.2.3 OF THE 2015 IBC OR PER SHINGLE MANUFACTURER INSTRUCTIONS. 12. ASPHALT SHINGLES SHALL CONFORM WITH SECTION 1507.2.5 OF THE 2015 IBC ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH 1507.2.7 OF THE 2015 IBC. w 13. FASTENERS FOR ASPHALT SHINGLES SHALL CONFORM TO SECTION 1507.2.6 OF THE 2015 IBC. 2 14. TIE-DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES. 15. THESE PLANS HAVE NOT BEEN DESIGNED FOR HVHZ REQUIREMENTS AS SET FORTH IN THE 2015 IBC OR FOR USE AS A COMMERCIAL BUILDING. wa j 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS: r 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY AND PLACEMENT OF LAWN STORAGE UNIT TO ENSURE THE INTEGRITY OF THE BUILDING AND ITS COMPONENT PARTS. x 18. NO FIELD REVISIONS TO ANY STRUCTURAL COMPONENTS OR DEVIATIONS FROM THESE DRAWINGS SHALL BE MADE. -- 19. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS,DAMAGES,LOSSES AND EXPENSES INCLUDING LEGAL FEES W - ARISING OUT OF OR RESULTING,FROM ERRORS OR OMISSIONS IN THE PERFORMANCE OF THE WORK BY THE CONTRACTOR. _ 20. SECTIONS AND DETAILS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS,UNLESS OTHER SECTIONS AND DETAILS ARE ,. ' SPECIFICALLY REFERENCED. _ 21. REFER TO SUPPLIED FASTENING SCHEDULE FOR FASTENING BASED ON CONNECTION AND LOCATION OF MEMBERS AS PER 2015 IBC TABLE 2304.10.1 UNLESS NOTED OTHERWISE. ........... 22. BUILDINGS HAVE BEEN DESIGNED FOR LP SMARTSIDE STRAND SUBSTRATE PANEL SIDING,LP SMARTSIDE PRECISION LAP SIDING SHALL BE USED WITH'XSTRAPS OR .r vG,EMS* j STRUCTURAL Z' y m SHEATHING AS DETAILED IN THIS PLAN SET W0.23437 Z 23. FASTENERS IN LP SMARTSIDE STRAND SUBSTRATE PANEL SIDING MUST NOT BE INSTALLED IN PANEL SIDING GROOVES IN THE FIELD OF THE PANEL SIDING OR WHEN THE PANEL P I " SIDING GROOVES OCCUR AT CUT EDGES OF THE PANEL SIDING. 1 1s. I h a a 24. REFER TO THE ICC-ES EVALUATION REPORT ESR-1301/3090 FOR ADDITIONAL DATA AND SPECIFICATIONS OF LP SMARTSIDE STRAND SUBSTRATE PANEL/LAP SIDING. �Q)NIF_ - . w 25. MAX OPENINGS WIDTHS MUST COMPLY WITH DESIGN RATIOS AS PER ANSI/AF&PA SDPWS-2015.BUILDINGS HAVE BEEN DESIGNED TO HAVE ONLY OPENINGS WITH MAX WIDTHS ��,� G. �� w 4Ftir e�,. Z EQUAL TO THOSE IN THE ENDWALL SHEAR WALL CHART. lllnllu,,,,, 26. PER SECTION 1609.1.2 OF THE 2015 IBC,STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WIND-BORNE-DEBRIS-IMPACT STANDARDS OF THE 2015 IBC. `O R G 'o 27. BUILDINGS HAVE BEEN DESIGNED TO HAVE ANCHORS DIRECTLY ATTACHED TO ALL FOUR CORNERS OF THE BUILDING TO RESIST TENSION FORCES FROM LATERAL WIND LOADS. w THIS DESIGN CONSIDERATION MUST BE MADE BY INSTALLER WHEN ATTACHING ANCHORING SYSTEM TO BUILDING. C�J�,�41S1 ERFO 28. UNLESS NOTED OTHERWISE,ATTACH ALL MANUFACTURED PRODUCTS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. PE029466 ~ 29. 2X4 SP#2 PRESSURE TREATED LUMBER SHALL BE SUBSTITUTED FOR 2X4 SPF#2 LUMBER IN WALLS FOR USE IN FLOOD PLAINS. * PR FES,;AoNAL 30. PER APA PRODUCT REPORT PR-N124,LP SMARTSIDE STRAND SUBSTRATE SERIES TREATED-ENGINEERED-WOOD PANEL AND LAP SIDING IS PERMITTED ON WALLS FOR USE IN z FLOOD PLAINS. \ �WGIhE�R' �i z 31. 19/32"LP PROSTRUCT FLOORING WITH SMARTFINISH IS PERMITTED IN LIEU OF 5/8"APA RATED STRUCTURAL SHEATHING ON FLOOR.INSTALL PER MANUFACTURER INSTRUCTIONS. \G FN7 M•� $ U yJ.�N caRo4,,,, o O.eQocessi ., Z 1583If T. o t ,� ri ill IAiA z a 07/13/18 w 1552 6TH ST..WINTER HAVEN,FL 33880 H (863)865-6502 ::j GENERAL NOTES DATE: 07113/18 DRAWN BY: RD SCALE:AS NOTED CHECKED BY: KMBfRSHEEr20Fl5