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Home My WebLink AboutEngineering - review commentsSTRUCTURAL-GENERAL NOTES DESIGN CRITERIA AND LOADS: 1.WIND DESIGN: WIND SPEED (MPH) V(ADJ)=132 V(ULT)=170 RISK CATEGORY II EXPOSURE CATEGORY D ENCLOSURE CLASSIFICATION (ROOF) OPEN INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.00 TOPOGRAPHIC FACTOR KZT =1.0 2.DESIGN LIVE LOADS: a.ROOF LIVE LOAD 20 PSF 3.DESIGN DEAD LOADS : a.ROOF DEAD LOADS 17 PSF 4.THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE STRUCTURAL ENGINEER OF RECORD (SER) OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL/ STRUCTURAL/ MECHANICAL/ ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS. PROVIDE MARKED-UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION. GENERAL REQUIREMENTS 1.PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL NOTES. 2.THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA BUILDING CODE (FBC)", SIXTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3.WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. 4.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK WITH ARCHITECT, ENGINEER(S) AND OTHER TRADES; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. 5.THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). 6.THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS. 7.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. STRUCTURAL CERTIFICATION 1.I CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE SIXTH EDITION. 2.I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC AND CHAPTER 3 IN THE FBC-RESIDENTIAL. TIMBER AND PRE-ENGINEERED WOOD TRUSSES 1.ALL LUMBER SHALL MEET THE STANDARD OF QUALITY AS STATED IN FBC 2303. 2.ALL PRESERVATIVE TREATED WOOD REQUIRED TO BE TREATED PER CODE OR DRAWINGS SHALL BE IDENTIFIED BY THE QUALITY MARK OF AN INSPECTION AGENCY WHICH HAS BEEN APPROVED BY AN ACCREDITATION BODY WHICH COMPLIES WITH THE REQUIREMENTS OF THE AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD PROGRAM, OR EQUIVALENT. 3.ALL LUMBER SIZES NOTED AND SPECIFIED ON PLANS ARE NOMINAL SIZES UNLESS SPECIFICALLY INDICATED AS NET SIZE. 4.WOOD IN CONTACT WITH THE GROUND OR BELOW GROUND LEVEL SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD. 5.WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD. 6.BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE PERMITTED IN NONBEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED, PROVIDING NOT MORE THAN TWO SUCH SUCCESSIVE DOUBLE STUDS ARE BORED. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. 7.ROOF PLYWOOD SHALL SPAN RATED STRUCTURAL SHEATHING, ATTACHED TO ROOF FRAMING WITH GALVANIZED NAILS PER DRAWINGS. PROVIDE 1/8" SPACING AT PANEL EDGES AND END JOINTS UNLESS OTHERWISE NOTED. 8.PROVIDE TRUSS ANCHORS AT ALL RAFTER/TRUSS TO BEARING CONNECTIONS. ALL TRUSS TO TRUSS CONNECTORS AND TIE DOWNS ARE RESPONSIBILITY OF THE TRUSS MANUFACTURER. 9.ALL WOOD TRUSS/RAFTER/BEAM TO MASONRY OR CONCRETE SHALL HAVE A MOISTURE BARRIER. 10.CHECK SCHEDULE AND/OR SECTIONS FOR VARIATIONS IN STRAPS. PROVIDE MULTIPLE OR SPECIFIC STRAPS AT TRUSS GIRDERS AND GABLE ENDS AS SHOWN ON PLANS. 11.ALL NAILS AND METAL HARDWARE EXPOSED TO THE WEATHER SHALL BE GALVANIZED OR COATED WITH AN APPROVED MATERIAL. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. SPACE NAILS IN STRAPS SO AS NOT TO SPLIT WOOD. 12.ALL STRUCTURAL ELEMENTS MUST BE S.P.F. GRADE 1, S. PINE GRADE 2 OR BETTER. 13.ALL WALL SHEATHING FOR EXTERIOR WALLS SHALL BE SPAN RATED STRUCTURAL, INSTALLED WITH FACE GRAIN PARALLEL TO SUPPORTS. CONNECT TO SUPPORTS WITH GALVANIZED NAILS PER THE DRAWINGS. PROVIDE 2X4 BLOCKING AT ALL HORIZONTAL JOINTS. PROVIDE 1/8" SPACE AT PANEL EDGES AND END JOINTS UNLESS OTHERWISE NOTED. 14.BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE TO RESIST THE APPLIED LOAD. PROVIDE MINIMUM 2 ROWS OF 16D @ 12" O.C. EXISTING ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" S1 1 S1 3 23'-9"9'-7"23'-3"9'-1"23'-9"9'-7"23'-3"9'-1"S1 2 TYP. TYP. S1 4 BRACING PER DETAIL S1 3 SIM.3'-6"3'-0"SECTION SCALE: 1/2" = 1'-0"S1 1 6'-0"3'-0"3'-0"3'-0"3'-0"SCOPE OF WORK: 1.PARAPET & RAILING TO BE ADDED PER PLAN. 2.BRACING FOR PARAPET TO BE ADDED PER SECTION. 3.ROOFING TO BE RE-ADDED PER DETAIL. EXISTING 2x6 ROOF JOIST PROPOSED PARAPET PER PLANS MANSARD ROOF EXISTING WALL (E) FINISH SECTION SCALE: 3/4" = 1'-0"S1 3 (E) CONCRETE BEAM TO REMAIN EXISTING ROOFING TO REMAIN (2) 1 2" LDT's BETWEEN ROOF JOISTS W/ 11 2" MIN. EMBED. (4) 2x8 P.T. SYP. BLOCKING W/ (2) 12d TOENAILS @ EA. END FOR EA. PLY 4'-0"(4) 1 2" THRU BOLTS @ EA. END 2x8 P.T. SYP. TOP PLATE 2x8 P.T. SYP. BOTTOM PLATE 2x8 P.T. SYP. @ EA. ROOF JOIST PER EXISTING ROOF FRAMING PLAN ROOFING MEMBRANE TO BE ADDED PER ROOFING CONTRACTOR 2x8 @ 12" O.C. MAX W/ SP8 @ T&B 5 8" CDX PLYWOOD W/ 10d @ 4" O.C. (TYP.) 1 4"x3" TAPCON @ 12" O.C. STAGGERED 1 1/2"MIN.SECTION SCALE: 1/2" = 1'-0"S1 2 4'-0"4'-0"5'-2"4'-0"6'-7"4'-0" BALUSTRADES RAILING SYSTEM PER MANUFACTURER SPEC'S ROOF DECK ELEV: 24'-0" +/- EXISTING TRUSSES 2x8 P.T. SYP. @ EA. ROOF JOIST PER EXISTING ROOF FRAMING PLAN PROPOSED PARAPET PER PLANS MANSARD ROOF EXISTING WALL (E) FINISH SECTION SCALE: 3/4" = 1'-0"S1 4 EXISTING ROOFING TO REMAIN ROOFING MEMBRANE TO BE ADDED PER ROOFING CONTRACTOR 4'-0"(4) 1 2" THRU BOLTS SCREWS (2) A34 STRAPS W/ (8) 8d x 1 1 2" NAILS @ EA. 2x8 P.T. SYP. TOP PLATE 2x8 P.T. SYP. BOTTOM PLATE 2x8 @ 12" O.C. MAX W/ SP8 @ T&B 5 8" CDX PLYWOOD W/ 10d @ 4" O.C. (TYP.) (4) 2x8 P.T. SYP. BLOCKING W/ (2) 12d TOENAILS @ EA. END FOR EA. PLY (E) CONCRETE BEAM TO REMAIN 1 4"x3" TAPCON @ 12" O.C. STAGGERED (2) 1 2" LDT's BETWEEN ROOF JOISTS W/ 11 2" MIN. EMBED.1 1/2"MIN.APPROX - APPROXIMATELY BOTT - BOTTOM COL - COLUMN CONT - CONTINUOUS DBL - DOUBLE DIA - DIAMETER DIM - DIMENSION DN - DOWN EA - EACH ENGR - ENGINEER EW - EACH WAY EXIST, (E)- EXISTING EXT - EXTERIOR FBC - FLORIDA BUILDING CODE FF - FINISH FLOOR FND - FOUNDATION FT - FEET/FOOT FTG - FOOTING ABBREVIATIONS HORIZ - HORIZONTAL IN - INCH/INCHES MAX - MAXIMUM MIN - MINIMUM MPH - MILES PER HOUR (N)- NEW O.C. - ON CENTER PSF - POUNDS PER SQUARE FOOT PT - PRESSURE TREATED REV - REVISION/REVISED SIM - SIMILAR SCHED - SCHEDULE SYP.- SOUTHERN YELLOW PINE T&B - TOP & BOTTOM TYP.- TYPICAL VERT - VERTICAL W/- WITH W/O - WITHOUT 1" BELOW MASONRY/CONCRETE FLOOR/ROOF FRAMING (SEE STRUCTURAL) NOTE: NUMBERS INDICATE SEQUENCE OF INSTALLATION 2 FLOOR LINE CONTROL FLASHING W/ DRIP EDGE EQUAL TO PLASTIC COMPONENTS INC. #2078-58 DRAINAGE PLANE OVERLAPS CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME TO MASONRY INTERSECTION 5 TWO COAT STUCCO, FINISH THICKNESS OF 7 8" * 4 3 MOISTURE BARRIER DRAINAGE PLANE W/ 2" FIELD LAP MIN., STAPLED IN PLACE W/ MIN. FASTENERS UNTIL WIRE LATH IS INSTALLED SHEATHING PER SCHEDULE 2x WALL FRAMING STUCCO DETAIL SCALE: 3/4" = 1'-0" * PROVIDE CONTROL JOINTS AT 144 SQUARE FEET MAXIMUM # HORIZ. APPLIED PAPERBACKED WIRE LATH W/ 1" END LAP, 1 2" EDGE LAP. FASTEN W/ 1 3 8" ROOFING NAILS TO STUDS @ 6" O.C. AT ALL SUPPORTS 1 MEMBRANE STRIP COVERING WOOD FRAME TO MASONRY INTERSECTION UNDER CONTROL BEAD, FLASHING EQUAL TO PROTECTO WRAP BT20XL 9" WIDE TO EXTEND 2" BELOW THE CMU (E) SIDING OVER MASONRY TO REMAIN CONNECTION TO PARAPET DETAIL SCALE: 3/4" = 1'-0" BALUSTRADES RAILING SYSTEM PROPOSED PARAPET WALL PER SECTIONS 3/S1 & 4/S1 BALUSTRADES RAILING SYSTEM PER MANUFACTURER SPEC'S (4) 1 4" x 5" LAG SCREWS TOE NAILED INTO PROPOSED PARAPET WALL (4) 1 4" x 5" LAG SCREWS TOE NAILED INTO PROPOSED PARAPET WALL (E) 2x6 JOIST TO REMAIN (E) CONCRETE BEAM - TO REMAIN NOTE: SHEATHING NOT SHOWN FOR CLARITY Rodolfo Villamizar, State of Florida Professional Engineer, License No. 61000 This item has been digitally signed and sealed by Rodolfo Villamizar, P.E. on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. SHEET FLORIDAREVISIONSDATEDESIGNEDDRAWNDATECHECKEDDATE ISSUEDJOB NO.O:\DRAWINGS\2020\20-0303 Gutierrez Residence\4 - Drawings\20-0303_Base_Permit Set_R1.dwg 2/18/2021 8:54 AM APRILRIZZOTTI34567812OF DATE : RODOLFO VILLAMIZAR FL. P.E.#61000 S1AND STRUCTURAL NOTESPERMIT SET20-0303FT. PIERCEGUTIERREZ RESIDENCE& DETAILSEXISTING ROOF PLAN,6009 SOUTH INDIAN RIVER DRIVERKAERSEPT 2020RV20-030320-03031 1ODOLFVLIL No. 61000 STATE OF ROFL ADI RF O RP ISSE ANO INEEE N GL ENSECILROAM Z I A R02-18-202110-30-2020PER BLDG. DEPT.01-28-20211 1 1 1