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STRUCTURAL NOTES Q ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE, COPYRIGHTED PROPERTY OF KWA ENGINEERS LLC. ELECTRONIC VERSIONS SHALL NOT BE TRANSFERRED OR SHARED WITHOUT THE EXPRESS, WRITTEN PERMISSION OF KARINS ENGINEERING GROUP INC. SITE LOCATION STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL ;°: il;. :< :s:;L`,I: ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. DIMENSIONS AND EXISTING CONDITIONS THROUGHOUT THE PROJECT SHALL BE FIELD VERIFIED. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE o CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE REPAIR PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING REPAIR. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,TEMPORARY BRACING, «" .r GUYS OR TIEDOWNS. UNLESS CLEARLY SHOWN ON THE STRUCTURAL DRAWINGS, NO PENETRATIONS/CONDUITS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT A PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO IDENTIFY SUCH PENETRATIONS/CONDUITS BASED ON INFORMATION PROVIDED BY ALL SUBCONTRACTORS AND TO SUBMIT DETAILED AND DIMENSIONED FLOOR PLANS TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY LABOR AND MATERIALS ASSOCIATED WITH ADDITIONAL REINFORCEMENT OF STRUCTURAL MEMBERS RESULTING FROM INTRODUCTION OF SUCH PENETRATIONS/CONDUITS. DESIGN LOADS: 1 SITE LOCATION S—Q SCALE: N.T.S. THE STRUCTURAL SYSTEM FOR BUILDING DEPICTED HEREIN HAS BEEN DESIGNED ACCORDING TO THE FLORIDA BUILDING CODE 2017 (6TH. ED)" EXISTING BUILDING - CHAPTER 5 - REPAIRS. THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE FOLLOWING SUPERIMPOSED LOADS: (!) . 1. ROOF LIVE LOAD ........ 20 psf = Q 2. ROOF DEAD LOAD'...... 10 psf - CL 3. CEILING DEAD LOAD ... 5 psf } W 4. WIND PRESSURE......... +16 psf/-28 psf (FACTORED) a; � i CL S N V) WOOD: c � STRUCTURAL WOOD COMPONENTS (TRUSS BRACING) SHALL BE CONSTRUCTED OF MINIMUM NO. 2 GRADE SOUTHERN PINE m ACCORDING TO AF&PA NDS. WOOD IN CONTACT WITH CONCRETE OR MASONRY,AND AT OTHER LOCATIONS AS SHOWN ON THE � DRAWINGS, SHALL BE PROTECTED OR PRESERVATIVE TREATED. MEMBER SIZES SHOWN ARE NOMINAL UNLESS NOTED OTHERWISE. PLYWOOD SHEATHING SHALL BE APA RATED 1/2 PERFORMANCE CATEGORY STRUCTURAL 1 EXPOSURE 1 AND COMPLY WITH APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE. MANUFACTURED PRODUCTS: ALL MANUFACTURED PRODUCTS INCLUDING BUT NOT LIMITED TO CONNECTORS, ADHESIVES, ENGINEERED LUMBER AND ACCESSORIES SHALL BE INSTALLED AND CURED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8 CONNECTORS: S d CONNECTOR MODEL NUMBERS SHOWN ARE STRONG-TIE CONNECTORS AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, 2 SITE MAP U.N.O.,AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S DIRECTIONS TO RESIST THE SPECIFIED LOADS. S-0 SCALE: N.T.S. E UNLESS NOTED OTHERWISE FOR EACH CONDITION, ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL HAVE MINIMUM CORROSION RESISTANCE OF Z-MAX (OR EQUIVALENT) OR HOT DIP GALVANIZATION'WITH HOT.DIP GALVANIZED loco 11 FASTENERS. ALL EXPOSED CONNECTORS AND FASTENERS SHALL HAVE MINIMUM CORROSION RESISTANCE OF STAINLESS STEEL TYPE 316. t