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65 19TH ST RES18-0377 RES PERMITDESIGN SPECIFICATIONS: Project has been designed in accordance with the 6th Edition (2018) Florida Building Code, Residential, and the Florida Building Code, Existing Building (as agjplicable). DESIGN CRITERIA: Wind Design Method ASCE 7-10 Basic Wind Speed: 130 mph Building Risk Category: II C (Enclosed Structure) Wind Exposure: Building Classification: Residential Building Type: Wind -Borne Debris: Type V Construction NOT located in the wind-borne debris region Unless otherwise noted, project site considerations shall be the responsi Ility of the owner and/or contractor. Examples of such items include, but shall not b limited to, determination of grade elevations, drainage features, and special requirejnents associated with FEMA flood hazard and/or DEP zones. III GENERAL NOTES: 1. The scope of these plans is limited to the structural requirements of tl�is project. Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and flashing requirements are not addressed in these plans. 2. It is the intent of the Engineer of Record (Engineer) that this work be t erformed in conformance with all requirements of the authorities having lurlsdictio over this type of construction and occupancy. methods of constructlIion. It is the 3. The contractor is responsible for the means and me 4 contractor's sole responsibility to determine the procedure, sequence and temporary bracing as to insure the safety of the building and its component parts during construction. 4. The contractor shall verify all conditions and dimensions at the job sit prior to commencing work. 5. Refer to the structural drawings for all structural details and sections. The contractor shall contact the Engineer for clarification in cases of conflict between the structural drawings and any drawings prepared by others prior to commencing work. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Specification (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizes and grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine LumbIr," published by the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, ct ncrete or soil shall be treated with an appropriate preservative suitable for the exp sure conditions. 4. If ACQ treatment is used on any wood member, then all nailing shall trequire hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50. If borate treatment is used then galvanizing is not required. u HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simps'pn Strong -Tie, United Steel Products (USP), or Engineer approved equal. 2. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or gJIlvanized per ASTM A153, Class C, or ASTM 8695, Class 50. 3. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. PROJECT SCOPE OF WORK IS CLASSIFIED PER EXISTING CODE AS "ALTERATION & ADDITION LEVEL (2)". ■ 1 W 0 0 H � z� U-1 U QQ� o ui o U MZ) C/)o ') LLJ w ao��l w < < co LLJ Q J m C- C � C/) a=z o O = F- I N (n D � p 0 : ¢ mow ¢, 3 xUml o ¢ �. d h w a F_ 2�Q�I z �[] a www H U X < O0 Lu W Z Z 0 z o a = w H 1 ULSBERG EXISTING EXTERIOR WALL ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 P 904.260.4367 www.HulsbergEngineering.com T FLORIDA C.A. NUMBER: 25846 PERIMETER OF EXISTING BALCONY TO BE ENCLOSED -io so P 0-09-18 •° ' a COMMEI rr �ao� - I I rrnrurunr UJ II 3 f a0 i ..i Z 3 p„ i, - LU LL' o < � o W O I I S-2 w QC/, C)�Q w w Co E Uu�U a Q o !1! Q U) z J I I mQ� _ U v cp I I w J p m 0 0 W W 1 �a I I W } CL F- LU W d Z vow W II ¢ � 11 - I I NEW WINDOWS LOCATED IN I a CLIENT: I I "EDGE STRIP". REFER TO SHEET CORNELIUS CONSTRUCTION I S-2 FOR REQUIRED PRESSURE. - I — m P ROJECT: j —- — - — — 6519th STREET NAIL LEAD STUD TO EXISTING L JOB NUMBER: 17-2053 couNTY:DUVAL WITH 0.131"x 3" NAILS @ 6"O.C. ti SCALE: (TYPICAL) q' = 1'-0" (U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: 01-09-18 a REVISIONS: NOTE: NO NEW SHEARWALLS ARE REQUIRED IN t 10-09-16 (BTC) T THE SCOPE OF WORK. ' DRAWN BY: DJM CHECKED BY: --- PLAN VIEW - ALTERATION I ADDITION ENCLOSED BALCONY a PLAN SHEET: S-1 v LSBERG DESIGN SPECIFICATIONS: Project has been designed in accordance with the 6th Edition (2018) Florida uilding EXISTING EXTERIOR WALL -HENGINEERI NG, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 Code, Residential, and the Florida Building Code, Existing Building (as appli ;able). JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 DESIGN CRITERIA: www,HulsbergEngineering.com — FLORIDA C.A. NUMBER: 25846 Wind Design Method ASCE 7-10 PERIMETER OF EXISTING BALCONY Basic Wind Speed: 130 mph Risk Category: II TO BE ENCLOSED y �S� ° "¢j § v l!1 73Ai I Y�ir Building Wind Exposure: C (Enclosed Structure) ,J a . Building Classification: Residential 6 Building Type: Type V Construction ,r Wind -Borne Debris: NOT located in the wind-borne debris region Unless otherwise noted, project site considerations shall be the responsibilit of the owner and/or contractor. Examples of such items include, but shall not be Ii ited to, - w : �- (C �� u K determination of grade elevations, drainage features, and special requireme its I 19 a g associated with FEMA flood hazard and/or DEP zones. FLOYD S. SIMPSON. PF GENERAL NOTES: FL PE No. 50791 1. The scope of these plans is limited to the structural requirements of this roject. T COMMENTS Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and flashing requirements are not addressed in these plans. 2. It is the intent of the Engineer of Record (Engineer) that this work be pert firmed LU o 0 in UJ a conformance with all requirements of the authorities having jurisdiction o er this type o A w E of construction and occupancy. LU ( d 3. The contractor is responsible for the means and methods of construction. V-2 LU w W - It is the m 0 I o w m = Z a- o w E -: contractor's sole responsibility to determine the procedure, sequence, an i temporary co = z a I I - bracing as to insure the safety of the building and its component parts du ing F ����_ construction. o a _JZ c z 4. The contractor shall verifyall conditions and dimensions at the job site pr °0���' o CO or to z z 0 � w commencing work. U) �� 5. Refer to the structural drawings for all structural details and sections. Th I I XO�J Z contractor o "' J ¢ I I H �`'"® $.,— shall contact the Engineer for clarification in cases of conflict between th X structural w cn z z W drawings and any drawings prepared by others prior to commencing wor . �Z WOOD FRAMING: w J 1. All wood framing has been designed in accordance with "National Desig 9 Specification (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all izes and NEW WINDOWS LOCATED IN - CLIENT: CORNELIUS CONSTRUCTION grades of visually graded Southern Yellow Pine dimension lumber per "S Jpplement I I EDGE STRIP". REFER TO SHEET No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," ublished by S-2 FOR REQUIRED PRESSURE. the Southern Pine Inspection Bureau (SPIB). PROJECT: i 3. All wood members exposed to weather or in contact with masonry, concr.te or soil 6519th STREET shall be treated with an appropriate preservative suitable for the exposur ; conditions. 0 4. If ACQ treatment is used on any wood member, then all nailing shall require NAIL LEAD STUD TO EXISTING 9 JOB NUMBER: a 17-2053 COUNTY: DUVAL hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM B69 , Class 50. WITH 0.131N 3" NAILS @ 6"O.C. 3 SCALE: If borate treatment is used then galvanizing is not required. (TYPICAL) 4 — 1'-0" (U.O.N.) E DO NOT SCALE THIS DRAWING HARDWARE AND ANCHORS: y RELEASE DATE: d 01-09-18 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, NOTE: REVISIONS: United Steel Products (USP), or Engineer approved equal NO NEW SHEARWALLS ARE REQUIRED IN 2. All metal connectors and hardware which are exposed to the exterior or i i contact with ��1111% THE SCOPE OF WORK. _ =DRAWN ACQ pressure treated lumber shall be Type 316 stainless steel or galvan'zed per BY: DJM CHECKED BY: ASTM A153, Class C, or ASTM 8695, Class 50. FSS TITLE: _ ENCLOSED BALCONY 3. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT Hilti with Florida Product Approval and installed according to the manufa - Y 200 by turer's PLAN VIEW -ALTERATION /ADDITION instructions. Holes shall be cleaned of all debris and brushed out prior to installation - PLAN SHEET: of anchor adhesive. rFWODE AS "ALTERATION &RADDITION LEVEL ( �R EXISTING BUILDI J� o S-1 WILD PRESSURES ON I NDOW , DOORS at ULSBERG SOFFITS (psf) JL JL ENGINEERING, INC. AREA OF OPENING EDGE STOW 5) INTERIOR ZONE 4j Pos �Neg Pos Neg www.HulsbergEngineering.com — FLORIDA C.A. NUMBER: 25846 E 0 to 20 sf 23.6 -31.6 23.6 20.1 to 50 sf 22.6 -29.4 _-25.6 22.6 _. _24.6 50.1 to 100 sf 21.2 -26.6 21.2 -23.2 100.1 to 200 sf 20.0 -24.6 20,0 -22.0 200.1 to 500 sf 19.0 -22.4 19.0 -21.0 soffit Design Pressure 23.6 -31.6 23.6 -25.6 THROUGH TOP PLATE UP (2) 2x6 SYP PLATE FL PE No. 50791 ^t-- — �f) -in Base ©esfgn rressure w.wv I ULSBERG JL JL ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 - P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com — FLORIDA C.A. NUMBER: 25846 E tl i � P c" ILL tf � r3, EXISTING ROOF FRAMING (FIELD VERIFY CONDITIONS)P SIMPSON SDWC 15450 SCREW 01-0,9-18 _ FLOYD S.' SIMPSON, PE THROUGH TOP PLATE UP (2) 2x6 SYP PLATE FL PE No. 50791 INTO BEAM ABOVE @ 32"O.C. a COMMENTS: (2) SIMPSON SDWC 15600 SCREW AT EACH STUD PACK BETWEEN WINDOWS (OPPOSITE SIDES) - U.O.N. a DOUBLE SILL ABOVE AND 3 E BELOW WINDOWS NEW (3) PLY 2x6 STUD BETWEEN WINDOWS (2x6 SPF #2 STUDS) RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2%" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE q SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) NOTE: REMOVE EXISTING BALCONY EXTERIOR FINISH TO MATCH EXSITING _ _ HALF WALLS CLIENT: CORNELIUS CONSTRUCTION DOUBLE SILL ABOVE AND - BELOW WINDOWS PROJECT: 6519th STREET (2) SIMPSON SDWC 15450 SCREW AT r JOB NUMBER: 17-2053 COUNTY DUVAL - EACH STUD PACK BETWEEN WINDOWS 3 SCALE: 3 - - 1 0° (U.O.N.) SIMPSON SDWC 15450 SCREW (OPPOSITE SIDES) q DO NOT SCALE THIS DRAWING THROUGH SOLE PLATE DOWN 2x6 SPF #2 SOLE PLATE INTO BEAM @ 32"O.C. RELEASE DATE: 01-09-18 a REVISIONS: V .= DRAWN BY: DJM CHECKED BY: FSS EXISTING BALCONY FRAMING (FIELD VERIFY CONDITIONS) =TITLE: SECTION EXISTING BALCONY BEAM A SECTION - NEW FRAMING a SHEET: S-2 S-2