Loading...
HomeMy WebLinkAboutBUILDING PLANS PAGE 1-15• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 BY BUILDER CONTRACT DOCUMENTS. BLVD. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 99 � 8 2 8o 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS -FLORIDA BUILDING CODE RESIDENTIAL ABV. ABOVE LAV. LAVATORY (FBCR) 2017, 6th EDITION A/C ADJ. AIR CONDITIONING ADIUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET -FLORIDA FIRE PREVENTION CODE 6TH EDITION ALT. ALTERNATE M. MANUFACTURER -NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION A'• AMPERAGE MIN. Mn. Main" MOUND -ALL LOCAL AND STATE CODES HD. CL BOARD CENTER LINE MTL• ETAL METAL • OCCUPANCY - RESIDENTIAL, GROUP R3 CAB. CABINET N.T.S. NOT TO SCALE • CONSTRUCTION TYPE - VB CLG, CLR. CLLEAR CEAR O.C. PL ON CENTER PROPERTY LINE • MIN. INTERIOR FINISH - CLASS B CONC. CONCRETE P.B. PUSH BUTTON • BASIC WIND SPEED - Vult=160 MPH CPT. CARPET PH. PHONE Vasil=124 MPH C.T. D. CERAMIC TILE DRYER PLT• PLYWD. PLATE PLYWOOD • EXPOSURE — D DBI, DOUBLE PR. PAIR • 1-STORY RESIDENCE - D.G. DUAL GLAZED P.T. PRESSURE TREATED • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DL46 DIM. DIAMETER DIMENSION R. HAD. RISER RADIUS AND STATE CODES DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL, DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EQ.A. EACH ELEVATION UAL SHT. m. SHEET SHEATHING SQ.FT. CALCS M. EXHAUST mi. SWA EXT. EXTERIOR SL. SLIDING LIVING 182E 50. FT. F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS GARAGE 430 5a. FT. F.G. FUEL GAS STD. STANDARD ENTRY I(o 5a. FT. FIN. FINISH sWS SECTIONHEAR ALL FL& FLOOR LANAI SS 5Q. FT. FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FAG. GA. FRENCH DOOR FOOTING GAUGE TEMP. � TEMPERED GLASS THICK OF CURB TOTAL 2362 5Q. FT. GAR. GARAGE T.O.P. TOP OF PLATE A/C VOLUME I(omS(o.5 GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP- TYPICAL 24TgRUPUR U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. DATE DESCRIPTION -- 1 02/19/18 IBID SET ISSUED INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 1B.2-SAFE LOAD TABLES PG 2-FLOOR PLAN PG 3C-ELEVATIONS "C" PG 4C-FRAMING PLAN PG 4.1-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-HVAC PLAN PG DI -FOUNDATION DETAILS/SECTIONS PG D2-1-STORY WALL SECTIONS & NOTES (SHINGLE) PG D3-2-STORY WALL SECTIONS (SHINGLE) PG D4-MISC. DETAILS PG D5-PRODUCT APPROVALS PG WAt-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL A'SSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 5'(. LU�m REVIENIE� DAAn PLANS PINT I SITE OR NO SCA NNeo BY St. Lucie Courk, D3 S2 WWBE MADE 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W U W 0 F U W A F A F: stmnm Ire LOT: CREEKSIDE LOT 39 PiiOJECT 04321.00 039R1 �soaELA 4EBB "1828—CALI" C#AItAGE BVIPTG: LEFT PAG M COVER PAGE t60 MPH EXR C ARC7'M]IDA STATE O a ROL ND A.A 9BOUC A RA DA TM. 05/29/18 8CALE:1/4'=1'-0' F--F�•:H:�a CI FILE COPY 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III, ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VI I. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 I. "*MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II, EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE ppOTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS: THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION_ PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. .w,_ 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED:, 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR 310.2.1. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR 310.2.1. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 6TH EDITION (2017) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). 3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. COMPACT TO95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3-0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALLA($GREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/" 4. PROVIDE 6%o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS; RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. RAecnKIDV 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN'/< INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA OC CRETE PER SPEC FICATIONS AND PROVISIONS OF SECTION R606 211 OF THE FBCR 6TH EDITION 201 C. mrH' IfIC LIVVIIVLLI\LU YYVV✓mVV lII IVIY. I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. US TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE 9. FOR CEMENTITIO STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING SYSTEM. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE B FT. SQ. 13. PROVIDE SOLID BLOCKING UNDERALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL -ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. R K CON ().19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE 2 WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX.. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCING STEEL 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 1 ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF SHALL CONFORM T THE FBCR 6TH EDITION (2017). SECTION PFBCR REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 8. SHALL CONCLEANOUT 2 T FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017j. ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH EDITION (2017). EXTERIOR WALL COVERINGS 3. WELDED WIRE FABRIC SHALL BE 6" X 6"- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 4 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR FINISHES SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25" 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES'SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER '/" D. BEAMS,COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" i 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN. A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, YB" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4 SHALL BE INSTALLED PER ASTM-Cl 063-11A AND R703.7 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 rN,�razj a a w Q h F: ti suaDm CREEKSIDE LOT 39 PROJECT# 04321.000 039R1 MODEMA4EBB "1828-CALI" GA.AGIE SIMCG:: LEFT PAGE: GENERAL NOTES t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 05/29/18 SCALE:1/4"=f-0" SH&ET GJLV a ,r 24'X24'X12' CONC. PAD W/3-S BARS E.W. ON CHAIRS MIN. 3" COVER NDATION 0ma 01 MOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRE55 DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 6TH EDITION (2Vrl). 2! 2" VTR � I\ i � I ��� 2� \�-i I/2° ".401/2' \ I I/2° I \ 1 WC 1 2" I�� 3" I 11 LAV �I 1 I 211 311 I� I I 211 SHWR 1/2" 211 WASHER rl J PLUMBING DIAGRAM KITCHEN SINK W/ AUTO VENT RISER 2 VTR 2„ 111/2'� 1/2�2I 1/2" LAV�j nil TU5 TO 1AIN SLAB SECURE STRAP TO UNIT W/ (2) "8xl 1/4 SHT MTL SCREWS SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD 0 12' FROM STRUCTURE 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J ti w W U W t 0 0. ti C-i W 'a F A C: ti stmDrv. & LOT: CREEKSIDE LOT 39 PRAJECT# 04321.000 039R1 MODELa 4EBB "1828-CALI" GARAGE 8MMG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA sCAL E: 8HEET 05 /29 /18 I 03 r ne _� 0 r- ■ I do it mu r r�l N Tr I r N I zr� I m m v b I .,a• I m I I m m I I N �t IN ■■ ■■ �rr I ■ ■ra■ ■ IN MJ 19'-fD' 10'-4' �r DOWEL PLAN 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W may-. O F Q U W A F A otmnIK. de m1r. CREEKSIDE LOT 39 PROJECT 04321.00 039R1 MODMIA 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: DOWEL PLAN t60 MPH EXR C ARCHITECT STATE OF FLORIDA F-PRMT 'I J A 05/29/18 scram. llC= '-0" SHEET IA L— 3 S L— 3 (2) 3052-5H EGRESS (2) 3M2-SH I LIVING ROOM LANAI &-S" CLG. L— 5 I OWNER'S I SUITE I S'-S" CLCz. 6065 Sfs.D. JF L— 6 I DINING I °0 0. 00 — — — — — BATH I I O8'-W cL� W.I.C. I I ° ° s'-s' I-------- =f------- I I I � • r--� — I I r — — -i KITCHEN L _ _ J ------ I I LAUN. s'-b" CLG. PAN. BDRM. #4/-- DEN ---- S'-S" CLG. I I I L-2 II i CT L-2 rmw II �w II BDRM.#3 s'-s' CLG. Oo r ----- , I I L----- J II II 0 BATH # 2 6-S" CLG. GARAGE a TOYER— CLG. 0{0.+�� BDRM.#2 'J� I &-S' CLOT. I ENTRY O 8' -8 GLCs. L— 7 I (2) 3052-SH ---- I EGRESS -------------------- is ■ ■ O LINTEL SCHEDULE NOTE: THE LINTELS MAY 5E SUBSTITUTED U ITH LINTELS 5ROM ANOTHER MANUI-ACTURER AS LONG AS THE LINTELS ARE OP EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED AST��RET�' LINTEL SCHEDULE LINTEL No. LENCztI-4 tYP� COMMENTS L I 1-I'-4" a�zs-lent L 2 4'-6' SPI6-DB/IT L 3 7'-6" SFI6-IB/tt L 4 11'-4" SFlro-IB/It L 5 9'-4' SFI6-IB/IT s�a�-rant L 7 4'-6' SRF6-0i✓3/It ABV. DOOR ASSEMI3LY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607$ FAX: 407-7744078 www.abdesigngrou p.com AA #: 0003325 J F W U w 0 Fh W V w a F SVHDIY. de LOT: CREEKSIDE LOT 39 PROJECT* 04321.000 039R1 MODAL: 4EBB "1828- CALI" GAliAGE 911IING: LEFT PAGE: LINTEL SCHEDULE 160 MPH EXP. C D � 05/29/18 8HE8lT SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS 4^=01411094" GRAVITY LENGTH TYPE 8U8 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-08 8F32-0B �8FMB 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 2' 10" (34") PRECAST 2302 3166 4473 6 339 7526 9004 10472 11936 3166 4473 6039 1 7526 9004 1 10472 11936 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 510" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7' 6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9' 4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6" (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'-4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8" (176") PRESTRESSED N,R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'-4" (208") PRESTRESSED N:R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'4' (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSED N,R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0" (264") PRESTRESSED N R NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS <^ZTw<4194W UPLIFT LATERAL LENGTH TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8U8 SF8 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 7F32-2T 2' 10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4' 0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5' 4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7' 6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 1 2034 2358 11'4" (136") PRECAST 666* 439 696 1 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST Soo* 340 532 686 sal 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 458* 316 493 1 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17' 4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4" (256") PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22--0" (264") PRESTRESSED 140 180 343 418 493 568 N.R. 161 137 205 q244 457 607 771 947 24'-0" (288") PRESTRESSED 127 165 312 380 447 515 N.R. 135124 186 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS C-CR� GRAVITY LENGTH TYPE 8RU6 $RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-113 $RF14-1B 8RF18-1B 8RF22-113 8RF26-1B 8RF30-18 4'-4" (52") PRECAST 1489 1591 1827 3053 3412 2982 4982 3954 6472 4929 7947 5904 9416 6880 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5' 10" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 1 8177 6707 7'-6" (90") PRECAST 665 761 1377 2252 1958 2451 1 2944 3439 764 1377 2329 3609 5492 1 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1 1614 1886 535 928 1497 2179 2618 1 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS CST -COY UPLIFT LATERAL TYPE LENGTH 8RF6-1T 8RF6-2T 8RF10-IT 8RF10-2T 8RF14-IT BRF14-2T 8RF18-1T 8RF18-2T 8RF22-1T 8RF22-2T 8RF26-1T 8RF26-2T 8RF30-1T 8RF30-2T 8RU6 8RF6 4' 4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4' 6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'-8" (68") PRECAST 924* 1172 1795 2423 3055 3689E4198 501 501 g24 1132 1741 2357 2978 3603 (70") PRECAST 896* 1138 1742 2352 2965 35815'-10" 469 896 1099 1690 2288 2891 3497469 6' 8" (80") PRECAST 778 882 1513 2042 2573 3107 830 1100 778 956 1468 1987 2509 3035 3563 7' 6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 71D 941 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 527 1 1009 1 1369 1728 2088 1 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR #5 REBAR AT TOP _ MIN. (1) REQ'D 1-1/2" CLEAR TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED F- LLl ,. - f " C.M.U. QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 0 q z <Q GROUT O 8F16-1 B/1 T z � #5 REBAR AT BOTTOM L • • OF LINTEL CAVITY NOMINAL WIDTH QUANTITY OF #5 BOTTOM REINFORCING NOMINAL HEIGHT REBAR AT TOP 7-5/8"ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES MATERIALS GENERAL NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2". 1. f'c precast lintels = 3500 psi. 2. Share filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing. 2. f'c prestressed lintels = 6000 psi. 3. Installation of lintel must comply with the architectural andlor structural drawings. 2. N.R. = Not Rated. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. 4. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. minimum net area compressive strength = 1900 psi. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing 5. Rebar provided in precast lintel per ASTM A615 GR60. longer with a nominal height of 8" meet or exceed U180. addional reinforced masonry above the precast lintel. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of thelintel cavity. for 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. per 7. 7/32" diameter wire stirrups are welded to the bottom steel mechanical anchorage. 7. The designer may evaluate concentrated loads from the safe load tables by 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C270 type M or S. 9. Safe load ratings based an rational design analysis per ACI318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U w 0 F 4 U W A F BUM) v ac LOT: CREEKSIDE LOT 39 PROJECT 04321.000 039R1 MODEL: 4EBB "1828-CALI" GARAGE i TrMG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C 05/29 SCALE: llem r e COMPONENT AND CLADDING WIND LOADS BASK: WIND EXPOSURE FOR 3 SECOND GUSTS OPENINGS SOUARE ZONE 16D MPH WIND NO REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. 12 5 30/-3-t CRITERIA 80-t0 O.H.D. 56 5 30/-38 16070 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-38.8 -68.29/ IF ROOF TILE: N/A 3 -rrp829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.16 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Q D5L. TOP PLATE: BAR DETAIL A SCALE: 1/2"=1'-0" SQ.FT. CALC.'S LIVING GARAGE ENTRY LANAI 1828 5Q. FT. 430' SQ. FT. 16 SQ. FT. 88 5Q. FT. TOTAL 2362 SQ. FT. A/C VOLUME IroID86.5 (K)VANITY ✓w� e y55 If(I t _� y t a I > GABLE R d f s 8 6 -� 4! 100 < 0 s 4-" GABLE GOOF 1011 14 0 450 Nate. o, = 4 fM io all ca s. HIP ROOF 10� 0 30* GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGORY° SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP • ICE 5ARRIER UNDERTLAYMENT REQUIRED`' ♦ LOOD HAZARDS Q AIR FREEZING INDEX' MEAN ANUAL TEMPI SpEED01 (MPH) TOPOGRAPHIC E:FFE:CTSk WEATHERING' FROST LINE DE:PTHb TERMITE" NA 160 C NA NE:GLIGA5LE I NA jvERY HEAVY 42 NA 5E:E: SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R3ID2.9.1 THROUGH F5C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 O VANITY I 1 04< �50- V / it u•- LII a /° _ NOTE: -2-8 LOUV. POOR W/ AIR HANDLER ON ME DOOR W/ RE:TURN PLENUM AND RETURN Al - VERIFY CONDENSER PAD LOCATION WIT -OTHER OPENINGS BE:TWEE:N THE: GARAGE: 5E E°QUIPPE:p WITH SOLID WOOD DOORS MM) IN THICKNESS, SOLID ORHONEl'COI"15 NOT r � (2) 3052-SH E:GRE:55 (2) 3052-514 --——— — — — — — — I =ROOMLANAI I 8'-8' CLG. oa 10'-0" OWNER'S 6ID68 sD. SUITE -- CLG. DINING a' 0° 4'-8' - �'-2" 4'-�" ROOM 2xa I r'�° I I n� SHWR PAN W/ENCL V. ti BATH a 8 -8" CLG. v _ WC. = 1 2 4' & V. — — — ----- — -7 — — DW I o o — 51NK b 4 ab36 3'-�" 8'-10" c4 KITCHEN �� I 8 -8 CLG. F --� I OPT. I I F I _L — — L oo W.LC. 81-$_a GLG _ 6'-8 qY Np -SH N L I� — I �0 IR-ISH UN. � CLG. � �e v.l N m b36 RANGE F ARCH v O � PAN. BDR DE�4/ 0 3-sH N —/ II I G. C. _I " '�� O= � MT. I I r I I = N ,� BDRM.#3 8'-8" CLG. ati m Lu -' 7it8 IRA/ 'I`�i�l r O I GAGSS r BOLLARD P� 5LLPG. CODE: ' 8'-4" �1I q I I 3'-6" AV. I I U> a �. l I D BATH �#2 8 -13CLG. `r jq GARAGE V. 2'-,5„ 11'-0" FOYER 8" CLG. 3068 LU/ 36"XIO" TRANS. ZT� Im 4 1�, BDRM.#2 8'—a" CLG. e ENTRY ARCH � a o 16'-ID'Xi'-ID"O.H D. _ I LD I (2) 3052-SH EGRESS TAL STAND OR 2-5 5OLI1D R GRILLE. H SITE PLAN 2'-0" 0�3'-10" 4'-O" 10'-0" AND RESIDENCE: SHALL LESS THAN 1 3/8' (35 21'-4" 4'-4" 14'-0" -CORE STEEL DOORS NOT hll l'rK r-If21=_12AtPn r�nnl?A EXTERIOR MASONRY WALL 5RG. HEIGHTS 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w U w ti- 0 F 4 U W a q 19VBnrv. 89 LOT: CREEKSIDE LOT 39 PROJECTIf 04321.000 039R1 �sODEU 4EBB "1828—CALI" GARAGE 811117NG: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C 46 ARCHITECT - STATE OF FLORIDA III np� 05/29/18 SCALE:1/4"=f-0" IJHEET 1 0'-0' FIN. FUR. I�6 =r TEXTURED FINISH 8'-8" SRCs. HCst. 1-� 0-0" FIN. FLR OFF RI�VENT ELEVATION OFF RIDGE VENT S'-S' 5R.G. HGT. 14B\ wad 'rYP. �r F- 0'-0" FIN. FLR OFF RIC)GE: VENT CLEFT ELEVATION TEXTURED FINISH OFF RIDGE t OFF RI� t nI DCa WnT_ L FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5C:R R103A I'-0 0-0" FIN. FLR. v = c 0'-0" FIN. FLR 0-0" FIN. FLR — — - — — — RIGHT ELEVATION TEXTURED FINISH 4IINGI E :)OF CARATIVEc I )AM DRAIN _ES 'X60" r- YPON EGORATI VE 4UTTER5 OR ;UVALENT RAISED AND CTYP.J -0" FIN. I-LR. MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 _ = 8.17SQ. FT 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OFATTIC = 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL#OFVENTSREQUIRED = 4.09 TOTAL#OFVENTSPROVIDED = 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 wx-�,DECO. DETAIL SCALE: 1/2" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W I. 0 F 4 U W A F ti SLJHDi4. de LOT: CREEKSIDE LOT 39 [3MWODEIA R .OJECT 4321.000 039R1 4EBB "1828-CALI" GAPLAZZ exnNa: LEFT PAGZ% ELEVATION )IC 160 MPH EXP. C ARCHITECT STATE OF FLORIDA n A / 3 DR�A05/29/18 9CA LM: OHEICT 3 C it U tl �►\Irll BJ5 II II II I II II II II II II II II II ( II II II II II p�tAL-2 A6 A5 A4. A3 7_=1 = _ II I I AIA _ = _ X<61 3'-011 31-011 � �I�LD 1=RAM�D ARGIL a V -0" AFF C FRAMING I I — II BI 7111 II I 82 53, I I 54 I I _ B, 3 -m IX4 DIACx 5TM. C44ORD BRACING, tYP. PLAN 3'-0" I, 3'-0" I, X 31-01, CsAl EEND BRAGINCs WE DtL. '4' &-EET 02 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngrou p.com AA #: 0003325 oo W h w a 0 U W 0 F U W a h F ti SuMm ae LOT: CREEKSIDE LOT 39 PEiOJ�CT 04321.00 039R1 MODEL: 4EBB "1828-CALI" GARAGE BT#MG: LEFT PAGE: FRAMING PLAN t60 MPH EXP. C DATffi: 05/29/18 BE== 4 C CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MiTek USP SIMPSON MiTek USP (2) O ul Q DES. HTA 16-18 HTA 16-18 UPLIFT 1625 2430 GRAVITY (2) DES. META-16 META-16 UPLIFT 1450 1985 GRAVITY FASTENER (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (12) 10d x 11/2" 1-PLY, EMBED 4" 1900 (10) 16d 2-PLY, EMBED 4" HETA-16 1810 (10) 10d X 11/2", (8)16d 2-PLY, EMBED 4" HTA 16 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" HTA 20 1870 (2) HETA-20 2035 (12) 10d x 11/2", 1-PLY, EMBED 4" (2) HTA-20 2430 2500 (10) 16d 2-PLY, EMBED 4" LGT-2 DETAL-20 MGT+ 2150 2480 3965 BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPT (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (2) BLE 10d TO WOOD) LUGT-2 DHTA-20 MUGT15+ 2260 2430 4175 MGT-2+ 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R HUGT2+ 9790 HGT-3 + 10530 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R HUGT3 + 9860 LGT3-SDS2.5 3285 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 LUGT-3 3525 LTA2 1210 PARALLELTO 1210 PERPENDICULAR WALL WALL TO (10) lod x 11/2" LPTA 1510 PARALLEL 1470 PERPENDICULAR TO WALL TO WALL N Q N MUGT15 HUGT MTW 12 4175 7185 1195 VGT (2) VGT MTS-12 4940 7185 1000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(12) 10d BACK OF TRUSS (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (14) 10d x 11/2", (14)10d HTS-16 1150 (16) 10d X 11/2", (16) lod HTW 16 1260 HTS720 1450 (24) 10d X 11/2", (20) 10d HTW 20 1530 HTS-24 1450 (24) 10d X 11/2", (20) 10d HTW 24 1530 LSTA-12 ++ 925 (10)10d LSTA 12 ++ 930 I-STA-18 ++ 1235 (14)10d LSFA 18 ++ 1235 MSTA-18++ 1315 (14)10d MSTA-18++ 1310 MSTA-24++ 1640 (18) lod MSTA-24++ 1640 MSTA-30++ 2050 (22)10d MSTA-30++ 2065 MSTA-36 ++ 2050 (26) 10d MSTA-36 ++ 2065 MSTI-36 3800 (36) 10d X 11/2" KSTI236 3890 MSTI-48 5065 (48) lOd X 11/2" KTSI248 5140 H6 950 (16) 8d x 11/2", (16) 8d) LFTA6 1210 SP4 885 (6) 10d TO STUDS (6) 10d T0. PLATE SPT24 1030 A34 5151N F1 @ 160% (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. MP34 525 IN F1 @ 160°% HCP2 645 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE HHCP2 800 H10A 1140 (9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE RT16A 1380 VGT & HDU4 4565 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD MUGT15 & PHD4A 4175 VGT & HD713 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD MUGT15 & PHD4A 4175 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 7" EMBED) IN CONC., (12) 16d TO WOOD O V Z Q PAU44 2535 6775 ABU 66Z 2300 12000 (1)5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD PAU66 2380 16005 LTT19+++ 1340 (113/4" A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 7" EMBED) IN CONC., (8)10d TO WOOD LTS19+++ 1205 LTT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD LTS20B +++ 1100 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 2 1/2" HT745 4160 HTTS 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 21/2" HTT45 5005 HHDQ11-SDS 2.5+ HD7B 11810 6645 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) W53 WOOD SCREWS (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS UPHD11+ 14395 PHDSA 6525 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD TDX8 7870 MBHA MBHA 1.25 HUSC412 (WOOD) 3475 3635 5330 2660(100%' (1) 1/2"' J-BOLT W MIN 6" EMBED &NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHf DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d AT JOIST (10) 16d TO HEADER, (10) 16d TO WOOD NFM35X12U 2580 7130 HUS4121F 3060 2710(100%) ° 3325 (125/") 3265 (125°%) HUC410 (18)1/4"" x 3"" WS3 SCREWS, (10)10d TO Lu HD4101F (CMU) 1950 5000 (CMU) 1800 4500 WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD QHUC210-2 (18)1/4"" x 3"" WS3 SCREWS, (10) 10d TO = HD210-21F (CMU) 1950 5000 (CMU) 1800 4500 WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (CMU) -3(18)1/4""x3""WS3 SCREWS, (10)10dTO HD210-31F (CMU) 1950 5000 (CMU) 1500 4500 WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD LGUM26-2-SD 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD LGUM26-2 2125 6065 S HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + W HERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT. ++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 230%. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHI N +++MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 511, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" Lu 0 A.T.R. =A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH., ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THA WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ/ HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-H WRCAGI6, AND ANCHORING & FAS- SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O: *FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES). *FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY /CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX. *TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES). 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5.. HEADER SPAN CHART & MINIMUM WALL& HEADER STUD REQ, ARE STANDARD U.N.O ON FRAMING PLAN 6, MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d. HAND DRIVES @ EA. END. CUT PITCH & BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALLSHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS. REQUIRED FOR MAX 1000 SF, COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12. 9.. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS. SIMPSON (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (10)10d x 11/2" 1-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" (12)16d 2-PLY, EMBED 4" (7) - 1/4" x 2 1/4" TITEN, WOOD (16) 16d (18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD (12) SIDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL (10) 10d x 1-1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SIDS 1/4"0" (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"x3" (14)10d X 11/2" (16)10d X 11/2" (24) 10d X 11/2" (24) 10d x 11/2" (10) 10d (14)10d (14) 10d (18) 10d (22)10d (26) 10d (36) 10d X 11/2" (48) 10d X 11/2" (8) 8d TO PLATES, (8) 8d TO STUDS (6) 10d x 11/2" TO STUDS (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (12) 10d X 11/2" (18) lod X 11/2" (16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x21/2" W/THREADED ROD, (2)NUTS/WASHER/2 PLY (16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/THREADED ROD, (2) NUTS/WASHER/2PLY (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2" (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS %" x 2W WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTSTO WOOD 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH )XY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM 16d TO HEADER, (10) 16d TO WOOD 1/4 x 2-3/4..TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (18) 1/4" x 23/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. PROPER CORROSION PROTECTION IS USED. SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR 51=AN DBL 2 x 6 UP TO 5'-4" DBL 2 x 8 5'-4" TO -P-0" DBL 2 x 10 1'-0' TO 101-01 DBL 2 x 12 10'-0" AND OVER TWO STOR7' APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 61-4" DBL 2 x 10 6'-4" TO 81-0" DBL 2 x 12 W-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-04 U.N.O. 4'-II 1/2" -'-11 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM15ER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2x12 '02 SYP) �/16" 055 NAIL (3) 12d 9 6"-W O.G. TYP. 2x12 BM./HDR. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W V W O 0. W a F A 2 ["1828-CALI" iJHDIY. a LOT:CREEKSIDE LOT 39 ROJECT* 4321.000 039R1ODEL4EBB GARAGE iSWINCk LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ` DATE: 05/29/18 SCALE:114"=f-W I SHEET 4.1 ELECTRICAL LEGEND SY/M5�0L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH IIOV OUTLET EGUIRGFI INTER pt n CTAI1RKP N (TAMPER INESIOTANT I RESISTANT TYPE) E0 220V OUTLET (4) WIRE CONNECTION W4TEIZOCF GROUNININ DPTERT GFI OUTLET SWITCH SWITCH 3-WAY OPER. ! 4 SWITCH 4-WAT OPER WALL MOUNTED LIGHT CEILING LIGHT rO\ VP VAPOR PROOF LIGHT r `Ql RECESSED CAN WALL SCONCE �- PRE -WIRED VENT. PAN I Crm PER Sa Pt. VENT. FAN W/LIGHT I CHN PER SO. Ft. V FIXTURE [SPEG'S TBD BY Bl{ILPEW FLUOSCENT 2-BULB WRAP AROUND _ 2- FLUORESCENT 4' PLUOFESC NT Q 4' TRACK LIGHT --o--"—o--� II®� PANEL METER OSMOKE S.D. DETECTOR @ATi. BA!.7C-UP IIA_1eL E�k{A WIIi WALL MOUNTED IS A 1A AAtt B,A ACK-UP SD. SMOKE DETECTOR W/ I W1L�I !A L1NA 111W1Se ® S/CO CARBON MONOXIDE,HARDWIRE waltz DETECTOR BATr. BACK-UP W/ INTERCONNECTED SHALL BE A DISTANCE COt'I150 OF NOT LESS THEN 4' PROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WH WATER HEATER TO BE IFLIEWA= DISCONNECT MI 181 AM A/C AIR CONDITIONING DI6CONNECT ❑N. TELEVISION JACK CEILING BOX REGUIRED O TO ISSE SUPPORTED IN ACCORDANCE W/ BOX J-BOX MARKED AS SUCH FOR INSPECTION CEILING BOX lrr==l TO BE SUPPORTED IN CEILING FAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH %OR I CTI FLOOD LIGHT OPr. SECURITY KEYPAD PS. PUSH-BUTTON FOR CHIMES .--�+ USB PORT NOTES: . LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. . ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 6TH EDITION (2017). . 20 AMP DEDICATED LAUNDRY CIRCUIT. . GFI o ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5O CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M1501.4 F5CR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS P WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR 6TH ED (2011). . ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH ED (2011). t ALL LAMPS SHALL BE SELECTED 5Y BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.G. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011 6th EDITION R4041 LIVING ROOM l I I I I I V70 J W.I.C. i — � I I r TT O C,l G r-- 311 / BDRM. #4/ L — X ® PRE -WIRED SD.` \SAGO CLG FAN Q // / =1 OWNER'S SUITE PRE-WIRED��\ CLG FAN w `J 0. BATH PRE -WIRED CLG FAN \\I I I 1 LANAI CEILING P ITD. LIGHT f� TO 5E t INSTALLED, P I PROVIDE F1 ! J-5OX FOR / OPT. FAN TtDINING ROOM E7 -� / /"- y i i — 'OUTLET SWITCH IN FOR DW CA5INET I— ---- Gr I �\ GF I � GFI I \ O� OPT— DW REF d SINK ` KITCHEN FI / PAN I RANGE E}}' F _ 7A/� IRA I L_L_J .44, _ O 44° I AFF I AFF. [ — — — — — � ( GARAGE RAG DOOR 50LLA L AS REQ. PER 5LDG. WALL MOUNTED CODE LIGHT W/SWITCH IN / ATTIC / / / / GFI/ METER J CLG. FIELD z OUTLET Z65 VERIFY Q FIXTURE LOG. IL IRRIGATION OUTLET 6 48" AP.F. GARAGE _ __ __ u�rllr / --------------------------- OPT. COACH LIGHT ELECTRICAL PLAN `-HOOD WIRE W/ \\ OUTLET FOR FUTURE MICRO BD�yR�)M. 3 Ile M / PRE -WIRED / CLG FAN 1/ I GF Q�\ 1-� '' BATH #2 W � BDRM. 2 PR�IRED CLG FAN W P Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts I Circuit Circuit Watts Description Bkr I Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 5304 A/C C.U.-1 35 2 #8 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #1 Cu THWN & 1 - #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 1 - #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 1500 7 8 # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer/ Hall / Bed. #2 & #3/ Bath #2 AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Living Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen, Pantry, & Dining Lights AFCI 900 17 18 1500 Washer GFl 20 1 #12 #14 1 15 SD & CIO AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Owner's Suite AFCI 15 1 #14 Space 25 26 900 Owner's Bathroom AFCI 15 1 1 #14 Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Space 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 Space Space 33 34 ISpace Space 35 36 ISpace Space 37 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% 6625 39 40 Space 41 42 ISpace Load subject to demand factor calculations / line 16L 27600 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining watts at 40% Total A/C load 13440 10829 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts / 240 volts) 142.8 General Lighting & Receptacle Load Total A/C Square Feet 1828 General Lts & Rec 3 W / Sq. Ft. 5484 Hi -Hats 1 at 65W/Li ht at 100% 65 5549 Total General Lights & Rec (Watts) laO XMP FLECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FSCR 6TH EDITION (201-9 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Ckts#1 watts/ckt I Total watts General Lts & Rec Panel A 191 6171 5549 PROVIDE 302/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 0410 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT a OVERHANG.) COM51NATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I MLO MSE ENEMA 3R ENCLOSURE PANEL I50A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 50NDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 6TH EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD i1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rA G W 4 O yF W U W A Ew. SUDDIV. al: LOT: CREEKSIDE LOT 39 PROJECT 04321.00 039R1 MODEL: 4EBB "1828—CALI" GARAGE BW MG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 05/29/18 39HEET I g' LANAI I LIVING ROOM 12XI2 12X12 OWNER'S 10x6 SUITE 120 CFM Jt 6 DINING ROOM li5 CFi6"I n — i0X6 10X6 -N\--\ 120 CFM 120 CFM on 8X4 f 75 G 0 6TT BATH Sx4 4° 6" --- �a cFM W.I.C.-- -� 16 10x6 HITCHEN 1L 1 " 120 CFM CFM I I L� r I0XSx4 6 4 �5 CFM _ O � - - BDRM. #4/ 5 _ _ J ---- P S MA E A tlI 411 LOUVER 16" PLANTATION 150-04 2'8' BDRM.#3 MAX AIR I0X6 584.15 CFM/ 75 CFM 5° 12x8 10A C) 0 F t, -----� r I I Y11 Iox& \ 15 CFM I I 8X4 to CFM CFM 12X8 I II PASS I BAH 2 ,, TPRU I0X6 15 CFM FOYER BDRM.#2 CALI EQUIPMENT SCPEDULE 3 TONS I Mf=3 CARRIER CU 2r; 45C536A•030• GARAGE - - - A-4u FX4DN(5)=)03-tL PEAT SKIU I SEER 15 SEER ENTRY TOTAL CAP 34800 ELECTRIC 208/230/114P 5RKR CU 35 APU 35 REF LINES 3/4' < 3/5" HVAC LAYOUT PLAN F w w U 4 O F a U q F ti SLJ'BDM & LOT: CREEKSIDE LOT 39 PROJECT 04321.00 039R1 atODZU 4EBB "1828-CALI" GARAGE B rtNG: LEFT PAGE: HVAC PLAN 160 MPH DR C `T ` DAATE, 05/29/18 BCALE: aH3CET (U b REBAR VERTICALLY W/ G7NG FOUR CELL SY11D8 �,� iI;7 EWEfCsY CODE FORMS FOR ATE TO STUD W/ INSULATION R-VALUES SP • OL XTEXTURED FINIS{ /1� T. PL SLAB W/ �'aE' U`Al .PLATE TB W/ J' D. • DER T' NAILA• i7' O.GAMHAX 1/2' GYP. Ut.BD. T W'2' R,' WOOD BAD .MIN. • 32' OG MAX ° " 0 0' F� 1Ht 25®O PSI • 2a DAYS SLAB REINFORCED W/ 6 x 6 - WIANAA WWM. zO zT (2) IS Ill CHAIRDw °�. I'-e" 2'-ID" 12'MA°L 5AQU l N 0 m O I�_a. • •� (2) IS REBAR ON CHAIRS 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING STAIR DETAIL NOT USED 1 W BLOCK WALL 2 AT L.B.W. W UPLIFT 2 AT L.B.W. 2 AT L.B.W. W NO —UPLIFT 3 �1 SCALE, 1�'•r-®' SCALE: 1m=r-m' SCALE: VD"=1'-0' SCALE, I/U'=r-®' SCALE: P=r-,a' cJ t-1 c 4' GONG. R`cRF. W/ 6'x6' WIAXWIAV UM ON _ 6-MIL POLY ETHYLENE VAPOR RETARDER w •1.. 4' GONG. PINE. WJ b'xi' WUXWAO WOM STUDS K' O Ax 4" ON LLELL-COMPACITD CLEAN FILL 1TEIRMII-E - f ON 6-MIL POLY ETHYLENE VAPOR STUDS 16' O.G. MAX O TREATMENT SHALL BE BORA-CARE HEAD SECURE P. T ATE LAB W/ a" RETARDER E TRON EATMENT SHALL GLEAM (1) =3 REBAR ON CHAIRS .:' 4" FILL TERMITE TREATMENT SHALL BE SIMPSO DOTYOM O W/ SECURE BOTT a VAR BORA_CA� 81MPSON SP4 ' O SIMP'60N BP4 • ' O MASON 4 THICKEN EDGE HEIGHT OF GARAGE EECLL er L o w }'xe' HEIGHT a GARAGE SECUPIE eT. A o W/ ko, TO SLAB w/ Imd SCALE: IR'.1'-®• 5 GARAGE STEP—UP N MIX. M MINC-3 OC MAX' R,'EMBEP. NON —BEARING VARIES WITH SLOPE r ,' EMBED. VARIES WITH SLOPE M • 3a' OG MAX XT' D FOR EXPANSION D FOR EXPAN610N w K 8 w w w -MIL POLY ETHYLENE VAPOR -1 } 4 a� < TARDER ON UELL-COMPACTED CLEAN C ]. e ° FILL tERM111REATMENT SHALL BE ° ° a � 4 i'X6' WL4XWIA a -GA1�E e .. ° •.— CON4C. REINFORC:EP W/ 6'Xb' WL4XWIA n m , . IFFORCED W/ 6'X6' WIAXIIIA ' GONG. a MESH O W/ 6'Xb' WIAxiINA ~ 4' MI POLY EY VAPOR RETARDER w MVERMESH ON 6-MIL. VAPOR OR Fla MESH ON 6-MIL. VAPOR e U . — - FIRE M b-MIL VAPOR w - A ALL BEEBO¢4-DARE ITE �n p„ 4 META TREATMENT T70 0£ CLEF w 8„TRE( FIBER'1ESH ON 6-MIL. VAPOR ro - ITT L-COMPACTED CLEMI W z L' ER ON uELL-COMPACTED CLEAN w RET R ON LLELL-COI`If°iACTEP CLEAN E w PRAMNek FILL. ARC` APPLIED A7 PRAMI °SORA_ APPLIED TM I' �" FILL ITE TiREATMEN7 TO BE z ° > _ }_ p F'BLL�.A- 17E APPLIED ATTFORN�'1Mfi _ lZ) 9 R ON CHAIRS 4" BORA- APPLIED AY FRAMING. (I1 R I'_e^ (2))SREBAR CHAIRS -8 le - 9 MBAR ON CHAIRS z t7) �b REBAR AIRS (3) 9 REBA CHAIRS w� 4' 4' vER GARAGE STEP—UP P_41I 0 mu GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. 1—STORY FOOTING RAGE STEP— NON— BEARING L. B. W. W UPLIFT 2—STORY L.B.W. W UPLIF 6 B L.B. W. W NO UPLIFT W NO UPLIFT 6 :12=, �� 6A SCALE: IR°.r-m' SCALE: m' FOOTING 4A AT FRONT•PORCHES 5 EXTENDED STEP .STEMWAL.LTOBEMIN,3COURSES @EEX7TENDE1D,1sC LE: I2'=r GRADE RECESS FOR GARAGE POOR SECURE P.T. BT. XS' T [V Tv MBAR I Y ° 4 'xb' WIA)UIIL4® ULLI'1 EMBED. MIN. ' = M 1 lV 9 REBAR VERTICALLY W/ GONG r+'-'i—� O -MIL ETHYLENE VAPOR _ SECURE P.T. TE 4 W/ POUND CELL W/ CONC. C EL a, OMU CL WELL -COMPACTED I/)'XS' £ 2 R,' 8' CT1U E/> _CARE _ $ w CLE F TERMITE TREATMENT SHALL 4' GONG„ R'cINF. W/ 6'x6' WI.4XWL40 ULM ON EMBED. 3Z z - 0 4' g 8 4° 6-MIL POLY ETHYLENE VAPOR RETARDER ON w L 9_ NOTE: OPTIONAL USE OF Q O Ta GARAGE Y m 0 2'- �4" :'S REBAR ON CHAIRS TREATMENT 5OEAN FILL TERMITE ° . W/ 6'xi' WL4XWIA0 WLLM •�' CONCRETEWALLS M 4 SAAARAGD BY J DIVISION.W1FEATMENt SHALL BE BORA-CARE > ON -MI LY ETHYLENE VAPOR BUILDER BY DIVISION. STUCCO (IJ 9 REBAIR ON CHAIRS w ER ONUUELLL-COMPACTED CLEAN S ATOP C CRETE PAD N ITE TREATMENT SHALL eE STOP IGHr VARIES 9 1/1 11 GARAGE DOOR FOOTING q ° a . INF. W/ b'x6' WIAJWIL40 WWM ° _CARE CURB HEIGHT VARIES w SCALE: 1/Z'=I'-ID' ? ON 6 POLY ETHYLENE VAPOR .. ' a iRE ER O1 WELL -COMPACTED GLEAN - w w ° a z L, a . ° F TERMITE TREATMENT SHALL BE z L' (3)'5 R ON CHAIRS z .e > z L V vAM1.IES ... �„ CARE E > z U 4• GONG. RENFORCED W/ 6'Xb' WIAXWIA 1' RECE66 FOR - / 0 .4" 8° A' E a, - Q 0 e OR FIBERMESH ON 6-MIL. VAPOR BCD. TRAGIC 4' CGNG. Rc`IK-0RGED W/ 6'X6' WI.4XWA =° - 6' 3,Ik z w <2) 9 ON CHAIRS _ RDER OV WELL -COMPACTED CLEAN FINISH FLOOR [V R)_ GE UAIF OR FtBERMESH ON b-MIL VAPOR FILL. ITE TREATMENT 70 BE w a ARA STEP— UP 4' BORA_ APPLIED AT FRAMING a a m O ID' 4' . p FILL. TWl TREATMENT TO W APPL PC T PRAMI C�� Z W 4' 8 8„ 4' " v 2—STORY L.B.W. �q 4 - z (3)RSRE OHCHAIRS (2) 5 REBAR ON CHAIRS - . g \/A/A` • 6 EXTENDED FOOTING GARAGE STEP—UP r o m S \ v\ SCALE: I/2'=1' 0' 1—STORY L.B.W. 1—STORY FOOTING 2—STORY FOOTING W/ UPLIFT AT GARAGE AT GARAGE SLAB AT S. G. D. z 6D EXTENDED FOOTING E °SLAB 1/2 SO 8 =r-0 SCALE: in'=I _m 10 SCALE: 1'=1'-0 2 SHOWER RECESS FOOTER SCALE: 1/2' = P -O' ' � H Z (U 4a RMAR VERTICALLY W/ CONC. L POUF czLL NC„ WTI F. WW / 6'x6' WLO I.4® ULM SEE ENERG7 ON 6-MIL POLY ETHYLENE VAPOR INSULATION RC RETARDER ON DELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE TENURED I B CARE a' cm Z (2) 9 RE ON CHAR GROUTED BOND BEAM N �'rs' L LAB AT GARAGE TIE ORZOREBAR VARIES ELEv. SERVICE DOOR TO HORIZONN TAL y',I'- O'-0' FIN. FLR REBAR W/ 10' HOOK L TIE VERTICAL ow 1TO 40RIZONT a. GROUTED BOND BEAM REBAR W/1®' Tucco Po NOT USED CAULK AND SEA a VARIES PER ELEv. - RIES PER ELEV. z w TOP 4' LONG. REINFORCED Ulf 6'X6' 1 4� ° a ° "� I ° z WL4XWI.4 U OF OR FISERME614 ON GAS LINE T= W a`" 6-MIL. VAPOR RETARDER ON TED BONA BEAM 0 '� LL-COMPACTED CLEAN FILL. POu1�D LNTEL 024r. (T7PJ I k P,/c SLEEVETRrAnlIMNTTO 1'7 NOT USED • : —� CARE APPLIED AT ::y:, a' CMU FILLED CELL (TYP.1 FOR GAS LINE 6' PVC CHASE THRU FOOTING �' 2X WALL FRAMING a' a ° (3) IS RE ON CHAIRS ( 1-STORY a (4)1i'XI' ANCHOR BO_t8 a (4)J4'XT' .`1!7' DRYW41_1_ (Z) b MBAR ON GFiAIRB U ;n z'-rp' J-BOLTS MN. 5' EMBEDMENT W/ 2'X7'XVa' WOOD BASE 2-STORY AS-EiR WAND NUT SPACED EYl PRO, (3) •5 REBAR ON CHAIRS FLOOR TO BOND BEAM. SET N JOINTS 2—STORY FOOTING �roTOURAOCEP�E�1 N a. 13 W BLOCK WALL EXT. /INT. FRAME WALL TO n I SCALE: in".r-m' 15 BLOCK WALL CONNECTION SEE rNgRaIr (U9RELL VERTICALLY W/CCNG. POUR CELL SCALE: I/7'•I'-®' q'... INSULATION R-CODEFOR'I6 FOR iL -CLEAN( REQUIID a a' cm a FOR INSPECTION 16 GAs LINE THRU BLOCK 1/2, or 1. L-BD. zz WOOD BAW F I NOT USED r ILw 4' GONG., RBI F. w/ 6'x6' WAXWIAR uWM Q ON RETARDER POLY ETIHYI oM VAPOR z 4 RETARDER ON HELL -COMPACTED GLEAN ' 0-0' FN. FLR I If FILL TERMITE TREATMENT SHALL B£ p I BORA-CARE a ° TIE VERTICAL REBAR To HORIxoN-rA 17 lU Tv REBAR SET N SIMPSON HIGH `I '' " a s REBAR W/ I®' HOOK z C4 STRENGTH EPDXY 6' EMBED. MN. I (7) b REBAR • I -STORY (3) Ill REBAR • 2-STORY z ° 4 E a ouralDE RFEAR ro BE 6' PVC cHAeE Y4HR1) FoorING r CONTINUOUS o U a (U •3 VERY. POLLEE ° 4':4: REIw: W/ b'xb' WIAXWL4V �� � LAPPED W/ BOND BEAM ULM ON 6-MIL POLY ETHYLENE '' " (UFT REBAR AT CORNERS 1= ::I_bTORY vAPOR RETARDER ON HELL -COMPACTED CLEAN FILL W/ 78' LAP MN. 7,0 O .4" Ell, 4" REBAR ON CHAIRS TERMITE 1'1REATMENT SHALL ISE -4 (3) b 1'4EBAA ON CHAIRS BORA-CARE M, L F HORIZONTAL/VERTICAL TYP. RETROFIT FOR — - PIPE THROUGH E REINFORCING 1—STORY FOOTING BGALE:1/t'=1'-0' A OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP W BLOCK WALL B SCALE:1�'•,'-®' C AT LINTEL CORNERS D : /2 acAl1=: Im�� ALL EXTE]T:ZIOR 1700'I'7 ,IRS Arr FI1"14I I-1 SLAB'S rrO 7B1E MIN. 12" BELOW UTlDISTURB]EID SOIL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003325 F w 94 U W O 0. Q F A ti isysarv. als r�oT. CREEKSIDE LOT 39 PROJECT# 04321.000 039R1 XODEU 4EBB GARAGE GAI RAGE 13VM�l: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS t60 MPH EXP. C d GLEANOUT REOLIIRED FOR INSPECTION AFtQH1T�L-0T: STATE QF -5ORIDA i ROLAND A RI AR NO 93723 a IF VERTICAL REBAR HORIZONTAL a." BAR W/ 10' HOOK HORIZONTAL/VERTICAL REINFORCING AT %1 BEARING CHANGE 1' SCALE: 1/21=1'-0' DATE: 05/29/18 8CAX E:1/4 0=1'-0" SIMET DI CONTROL DATE: 07/01/15 F15ERGLASS SHINGLE OVER 030 FELT PAPEF INSTALLED PER F5Cf RR905.1.1 ON 16" O.S.E SHEATHING OR i" CD: PLYWOOD SECURE! PER FASTENEF SCHEDUL, PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN I%" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1—STORY DBLOCK WALL SCALE: 3/4" BEE ENERGY CODE FORMS FOR VSULATION R-VALUES " GYPSUM BOARD OR ? HIGH TIRENGTH CLG. BOARD :ONO. FILLED LINTEL BLK W/ (1)5 RE5AR CONTINUOUS 'RECAST LINTEL EE ENERGY CODE FORMS FOR 1SULATION R-VALUES ,.JNDOW ATTACHMENT AS PER MANUFACTURES 5PECIFICATIONS PRECAST SILL (1) 45 RE5AR VERTICALLY W/ GONC. POURED CELL Ix2 P.T. FURRING STRIPS A 16" O.G. 8' CMU 1/2, GYP. WL. 5D. WOOD 5A5E FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RRS05.1.1 ON il" O.S.B. SHEATHING OR �' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9" A5 w/ 2" DIA. WASHERS, 'i" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32" O.G. MAX IN FIELD. GONG. FILLED LINTEL 51-K. W/ (1) 45 RE5AR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) 05 RE5AR- VERTICALLY W/ CONC. POURED CELL 8" CMU 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE HAYS 4'-0" O.C. (AT SHEATHING: SEAMS) STIF FBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) TYP. PRE-ENG WD. TRUSS 24" O.C. a.+4. MAX. Q 1—STORY 0 GABLE BLOCK~ - )WALL SCALE: 3/4" = I'-V CONT. 2x4 RAT RUN SECURED W/ (2) 12d's o EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/5" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS :-CAST GONG. SILL P.T. FURRING STRIPS A 24" O.G. 1/2" GYP. WL. 5D. WOOD SASE SEGIRE TO BLOCK W/ 2X4w SECURE TO BLOCK "4' TAPCONS OR DRIVE PIN 8£GJRE TO BLOCK W/ i(`' TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN (MIN. SWANK SIYE .10 MIN. HEAD SIZE 300 (MIN. SWANK SIYE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I Y4) 4 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4) MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X MUST BE WITHIN W OF EACH END NOTE: STRUCTURAL 2X MUST BE NOTE, WITHIN 8' OF EACH END < STRUCTURAL 2X MUST BE WITHIN 8' Cf EACH END 4 ON OUTSIDE 4 SECURED S' cm %' DRYWALL 18 O.G. MAX SPACING ON OUTSIDE 4 SECURED THROUGH 18 O.C. MAX SPACING. ON OUTSIDE 4 SECURED IV O.C. MAX SPACING. THROUGH NON-STRUCTURAL �(4' I'X4' OR DO P.7. NAILER 2X6! NON-STRUCTURAL W TAPCON 2X6m THROUGH NON-STRUCTURAL i(.' MIN. I-Y<' EMBEDMENT 6ECU� 70 BLOCK W/2-%' MIN, I-Y4 EMBEDMENT INTO 9ECUR£ t0 BLOCK TAPCON MIN. 1-Y4 EMBEDMENT SECURE t0 BLOCK WCUI INTO BLOCK. INTO BLOCK Ix4 P.T. OR %4'X4' MIN. TAP'GONS OR DRIVE PIN BLOCK NTO BLOCK WA-I/4' TAPGONS OR ❑ SECURE THRU FRAME 4 (MIN. SPANK SIZE .145 W/2-V TAPCONS OR DRIVE PIN EXTEND 1-Y4' INTO BLOCK MN. HEAD 61ZE 300 : CMU DRIVE PIN (MN. SWANK 91YE .145 ' CMU ❑ W/' tAPD01`!6 OR DRIVE MIN. EMBEDMENT I YEN :DRYWALL (MIt1 &-YANK SIYE .145 8' CMU MIN. HEAD SIZE 300 MIN.WiTH A S 'DRYWALL PIN (MIN. SHANK 81Z£ .145 IN V O WITHIN 8' lF EACH END to, O.C. MAX SPACNCx 'X4' OR I'X2' P.7. NAILER MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 WITHIN S' OF EACH END 4 'DRYWALL 'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y49 EACH END 4— ❑ 1'X4' OR 1'X2' P.T. NAILER MIN. HEAD SIZE 300 2 ❑ 19' O.C. MAX SPADING. SPACING. ❑ Is' O.C. MAX SPACING. MIN. EMBEDMENT 14' SECURE TO BLOCK W!J-9b,' 7{`' OJ3.B. X 4' MN. 7{y' OSU3. X 4' MIN. WITHIN e' OF EACH END 4 IV O.C. MAX SPACING TAPCCN6 OR DRIVE �y (MIN. SW NK, SIZE U45 DOOR GASNG 2X84s SECURE TO BLOCK Wrl-�1(0' DOOR CA61NG SECURE TO BLOCK W/I-I/4' SECURE tAPDON6 OR DRIVE PIN DOOR CASING DOOR GA81NCs MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW tAPCONB OR DRIVE PN (MIN. SHANK 81X£ DOOR JAMB OR WINDOW (MIN_ SHANK SIZE .145 POOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y<) ATTACH ?O 2X F'ER .145 MIN. HEAD SIB 300 ATTACH 70 2X PER MIN. HEAD 6IZE 300 ATTACH TO 2X PER ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DVAIL6. MIN. EMBEDMENT 149 MANUFACTURES, DETAILS. MIN. EMBEDMENT 1 Y4) MANUFACTURES, DETAILS. MANUFACTURES DETAILS. IN O.C. MAX SPACINGS WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 NOTE; SWIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED N) 18' O.C. MAX SPACING, NOTE. SHIM A8 NEEDED TO PLUMP JAMB lD0 NOT EXCEED Y4) 18' O.C. MAX SPACING. JAMB (DO NOT EXCEED Y4 ) JAMB (DO NOT EXCEED Y4) TO HIACK +1-1/%1q" DOOR JAMB TO BLACK +9" DOOR JAMB TO BLACK +9-7/18" DOOR JAMB TO BLACK +9/4 OR +5/4 DOOR JAMB WINDOW TO BLOCK +1-15 8 WINDOW 0 BLOCK +3" E G WINDOW TO BLACK +9-7 16" %1 WINDOW TO BLOCK +3, 4 OR +5/4 " C : 3/B = -0 �� SCALE: 3/8'•I'-0' 2X4w SECURE To BLOCK w/')(`' 2x4m 2x4:. 2x4:- TAPCCNS OR DRIVE PIN SECURE TO BLOCK Wd'4 fiEGU t0 BLOCK W/ SECURE TO BLOCK W/ (MIN, SHANK SIZE OR DRIVE PIN TAPGONS OR DRIVE PIN TAPCONS OR DRIVE PIN .Wb MIN. HEAD SIZE 300 (MIN.TAPSPAON� (MIN. SHANK SIZE .145 (MIN. 94ANK SIZE .14b (MIN. 6F4AN1K SIZE .145 MIN, EMBEDMENT I Y4') WITHIN MIN. HEAD SIZE 300 MIN. HEAD SIYE 300 MIN. HEAD SIZE 300 V OF EACH END 4 18' O.G. MIN. EMBEDMENT I Y4) MIN. EMBEDMENT I Y4) WITHIN . MIN. EMBEDMENT 1 Y4) WITHIN MAX SPACING. NOTE: STRUCTURAL 2X MUST WITHIN s' OF EACH END 4 NOTE' STRUCTURAL 2X MUST 8' EACH END ! 18' O.G. S' OF EA04 END 4 18' OG. NOTE: STRJCTURA_ 2X MUST ZX6� BE ON OUTSIDE 4 SECURED IS' O.C. MAX SPACING. BE ON OUTSIDE 4 SECURED MAX SPACING. MAX SPACINGS. ON OUTSIDE 4 BECIURED SECURE t0 BLOCK TNROUG1 4 NON-STRUCTURAL 2X6m THROUGH NON-STRUCTURAL THROUGH NON-STRUCTURAL W2_%: TAPGONS OR N MIN. I-B SECURE TO BLOCK W/I-I/4''14' TAPGON MIN. I-Y4' SECURE 70 BLOCK WR- SECURE TO BLOCK W/J-%' %' TAPCON MINL I-$' DRIVE PIN EMBEDMENT INTO BLOCK EMBEDMENT EDME TAPCONS OR DRIVE FIN EMBEDMENT INTO BLOCK TAPGONS OR DRIVE PIN TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOGC (MIN. SWANK SIZE (MIN. SHANK SIYE .145 (MN. SHANK SIYE .145 (MIN. SHANK SIZE MS, .146 MIN. HEAD SIZE me S' CMU MIN. HEAD SIZE 300 MIN. WEAR SIZE 300 MIN. EMBEDMENT I Y4'1 WITHIN 8' OF EACH END 4 MN. EMBEpr iTHiN S' OF EACH EN.G. MN. HEAD SIYEAir 8' CMU MIN. EMBEDMENT I Ya'1 WITHIN 0' OF EACH END ❑ K. D -L I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 149 WITHIN W OF EACH END 4 8' GMU K' DRYWALL g, CMU Yi' DRYWALL 4 Is' O.C. MAX SPACING. IS O.C. MAX SPACINGS. 11 I'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACNG. US' DRYWALL MAX �'�❑I'X4' OR 1'X2' P.T.NAILER 2X&: NO 2X SECURE TO MEMBER 2X8�I'X4' ' 4'MIN. 2X8:m ❑ OR I'X2' P.7. NAILER 2X8mCASING SECURE TO BLOCK STRUCTURAL SECURE TO BLOCK W/1-V4' P.T. X SECURE TO BLOCK wa-%, OOR CASING SECUI� TO BL-4i(4' Wn -94' TAPCONS oR W/[2712d WITHIN 8' OF EADH TAPGONS OR DRIVE PNTAPCONS OOR CASING OR DRIVE PIN 7AF'CON6 DR DM IMIN. SHANK SI DRIVE PIN £ND 4 b' TO 8' Off. MAX (MN. SHANK SIZE .145 (MIN. SHANK SIYE.145 WEAD SIZE 300 POOR JAMB OR WINDOW MN. HEAD SIZEDOOR JMiB OR WINDOW (MN. SHANK SIYE.145 MIN. HEAD SIYE 300 OOR CASING POOR JAMB OR WINDOW MIN. HEAD SIZE 300MIN. MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y41 WITHI AtrADH TO 2X PER MINL EMBEDMEITHIN ttACH 70 2X PER 5' OF EACH ENOL. MANUFACTURES DETAILS. MIN. £MBEPMENT I Y4) 7TAGH TO 2X PER : WITHIN 8 OF EACH END 4 A'II'AGW TO 2X PER ANUFACTURES DETAILS. e' OF EACH END 4 18' O.C. M,�NUFACTLLR£8 DETAILS. MAX SPACING. WITHIN S' OF EACH END 4 MANUFACTURE6 DETAILS. IS' O.G. MAX SPACING, MAX SPADING. SWIM AS NEEDED t0 PLUMB NOTE: SI-III"1 AS, NEEDED t0 PLUMB 18' O.C. MAX SPACINGS. NOTE: SHIM AS, NEEDED TO PLUMB NOTE; BF41M AS NEEDED 70 PLUMB : JAMB (DO NOT ExrrrD A,) JAMB (Do NOT EXCEEDY4) JAMB (DO NOT EXCEEDY4) LA 1 I'X4' OR 11X2' P.T. NAILER Ix4 P.T. OR %IX4' MIK SECURE 7HRU mum J EXTEND I Yi INTO BLOCK W/ ❑ CNS %1 TAPGOR DRIVE PIN (MIN. SHANK SIM J45 ❑ MIN. HEAD SIZE 300 MIN, EMBEDMENT I -A' WITHIN 8' OF EACH END � 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATYADH 70 IX PER MANUFACTURES DETAILS. NOTE, SHIM AS, NEEDED TO PLUMB JAMB (DO NOT EXCEED Yw DOOR JAMB TO BLACK +9/4 OR +5/4 %1 WINDOW TO HIACK +9/4 OR +5/4 u SCALE: 3/8'•'-0 JAMB (DO NOT EXCEED Y4) DOOR ]AA® TO BLOCK +9" DOOR 7AA® TO BLACK +9 9/4" -r DOOR JAMB TO BLOCK +1-1//2" DOOR JAMB TO BLACH +2�� yT TO BLOC g" WINDOW TO BLOCK +9 3 4" e ��1 WINDOW TO BLACK +I-1/i" intl WINDOW TO HIACR +2 1/4 " Fi' H SCALE: 3/8'=I'-0' " SCALE. 3/8'=1'-0' SCALE: 3/8'=I'-0' SCALE: 3/S'=1'-0' ` FASTENER SCHE©UL.E NAIL REQUIREI" IENT5 ROOFDIAPPRAGM USE T/16" O.S.B. OR 1/2, CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND •8 RING SPANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. N F ME USE 08 GUN NAILS a 4' OG SITE HEAD LENGTH DIA. ENSILE STR. 8d ROUNp)MODIFIED I T/8" .113 170fd00 OR T 10d ORUND)'TODIFIED 21/8' .128 110000 ROOF SHEATHING TO GABLE E D RA EXTERIOR SHEATHING NOTE: NAILS TO BE MFG. BY MEMBER OF INT. USE I/2' GDX OR i/16' OSB PLY WITH •8 RING SHANK GUS NAILS AT 6' STAPLE, NAIL < TOOL ASSOCIATION O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 10IN INCH NOMINAL SPANK DIAMETER BOTTOM PANEL AND "8 RING SPANK GUN NAILS AT 6' O.G. AT 2 RING DIAMETER OF 0012 OVER SHANK DIAMETER INTERMEDIATE SUPPORTS OR 1/16' YIP SPEATHING SYSTEM 3 16 TO 20 RINGS PER INCH (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4 0.280 INGP FULL ROUND DEAD DIAMETER NOTE: -RING SPANK GUN NAILS SPALL BE PERMITTED AS AN 5 2 INCH NAIL LENGTH ACCEPTABLE FASTENER FROM ANY MANUFACTUS Eft -ROOF DESIGN PFEESSURE 5A6ED ON WORST CASE L SCKNARIO FOR TONE 3 _� TOP CORD !BLOCKING AT 4' LL O.C. MAX. N FIRST 2 FRAMING NOTE - TYP. EXT. SWEATPING ATTACH4MENt z 0 SPACES AT EACH END. FOR SPEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL n RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE z ROOF SHEATHING NOT REQUIRED EXCEPT A OPENINGS a z F m� ROOF 5I4EAT-I4ING LAYOUT" AND ENDWALL BRACING BUILDING LENGTH FOR G36 LE END FRAMING "8 RiNG SHANK C.UN NAILS ® 4' O-C. TOP s BOTTOM EDGES . . FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBCR RRSOB.1.1 ON all OS.B SHEATHING OR �' GDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE J 2x4 OR 6 FASCIA PER — ELEVATIONS VENTED A M. SOFFIT — StIF=FBAC T ALL — UPRIGHTS OVER-10" HIGH (SEE SEALED G. FOR SIZE < CONDITI O.S.B. SHEATHING OR J' CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 1/1roZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) -1/8" THICK, 3 COAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D" PAPER OVER TYVEK 5UILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED (SEE DETAIL -t/WA2 SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.C. MAX SECURE 2x6 PT. PLATE TO 5L / J"xS" ANCHOR 5OLT W/ 2' W ER SET IN SIMPSON HIGH ST NGTH EPDXY -t" EMBED. MIN 32" OC 2x4 5LOGKING BETWEEN TRUSSES WHiERE "X" 5RACING IS PRESENT PRE-ENG GABLE TRUSS _0 CONT. 2x4 RAT RUN SECURED TYP. (2) 12d's a EACH TRUSS 0-H. TO 5E INSTALLED D. IN" OF TRUSS SPAN, OR 10' - " O.C. MAX. SEE ENERGY CO3VE FORMS FOR INSULATI/NR-ALUES URD OR }" HIGH STRENGtBOARD x4 a 24" O.G. 6 INTERIOR KNEE WALL CONC. FILLED LINTEL BLK W/ (1) 05 RE5AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 RE5AR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 0 16" O.C. @' GMU I " GYP. WL. 5D. III THICK, 3 CO PORTLAND a CEMENT PL TER APPLIED DIREC Y TO MASONRY z L 1— O RY GABLE NOTE: VAULT CLG. PER 1=5CR R905.1.1 - FOR ROOF SLO %ENT LE55 THAN 4:12, A (2) LAYER UNDERLLO C K WALL SYSTEM 15 REQUIRED. FOR ROOr- SLO4:12 OR GREATER, (1) LAYER UNDERLSCALE: 3/4"=1'-0" PERMITTED BUT MUST 5E PER ASTM 11, ASTM D 4869 TYPE IV, OR ASTM D 675l 2X6 P.T. SECURED TO IX4 DIAGONAL BTIM. MASONRY w/ 1/2"xV A.B. W/ CHORD BRACING. 2" DIA. WASHERS, I` MIN. SEE PLAN FOR EMBEDMENT WITHIN 8' OF LOCATION EA. END, 32 O.C. MAX IN PRE-ENG'D WOOD FIELD. TRUSS (TYP) le 24' O.G. MAX SIMPSON Q HETA-IS, (TYP) VERIFY -W/ TRUSS PLAN 48 2' DECK SCREWS 6 W-8' O.G. MAX r EDGES 4 12' OL. MAX IN FIELp. UNTHREADED SPANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEAT41NG TYP- 3/4" TAG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS IX4 SYP LATERAL RE-INFORCING 36, O.C. MAX r TRUSS 5-171. CHORD, SECURE W/(3) 10d NAILS 6 EA. TRUSS CHORD GABLE END BRACING SCALE: I/2' = I I —0` COSRING SHANK GUN NAILS ® 6' Ot. IN FIELD TYP. EXT. S44EATPING ATTAC4MENT FOR ROOF SPEATI-LNG t05.B. TO BE STRUCTURAL GRADE) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N h w ci w 0 a a w A F a F: StmDrv. T: CREEKSIDE LOT 39 PROJECT# MODEU 4EBB "1828-CALI" GARAGE a9VMG: LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 05/29/18 �cAL.E: i/r=V-0" SHEET D 2 5ERG1 A55 SHINGLES ✓ER 030 FELT PAPER STALLED PER FBCR RSo .1.1 ON �&" O.S.B. iH\141 �" CDX ECURED STENER HEDULE D. TRUSS .C. MAX. P EDGE 2FASCIA VATIONS VENTED ALUM.'OOFFIT 1/2" CDX OR 1/Iro" dj55 SECURE to WALL R FASTENER 5CHEDU ON SHEET p OR -1/16' ZI SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) -1/8" THICK, 3 COAT CEMENT PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE 'D" BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP I'-0 TAP. i DETAIL 15/WA2 GONG. FILLED LINTEL BLK. W/ lU "5 REBAR CONTINUOUS 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO Z W 2-STORY WALL 1 SECTION SCALE: 3/4" = I' -0" FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBCR RR905.1.1 ON J' OS.B. SHEATHING OR J" CPX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE --. IRA 2X4 OR 2X6 FASCIA—] PER ELEVATIONS SECURED W/ (3) 12d NAILS 1/2" CDX OR 1/16' OSB SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED, SEE — pETAIL 15, SHEET WA2 2X6 P.T. SECURE W/- 1/2"X9' ANCHOR BOLT 32" O.G. MAX. NAIL GABLE t0 2X6 W/ 126 NAILS 6" O.C. SECURE TO TRUSS W/ (2) 12d NAILS EMBED. S1 VERIFY W/ PLAN SEE ENERGY CODE ORM5 FOR INSULATION R ALU=5 5/8" GYPSUM BO OR 1/2" HIGH STRENGTH LG. BOARD DOUBLE TOP P ATE WINDOW HEAD R SIZE VARIES PER WINDOW PENING SEE HEADER SP CHART FOR DETAILS WINDOW A AGHMENT AS PER MANUFA URES SPECIFICATIONS WINDOW ILL 2x6 ST DS is 16" O.G. MAX W/ INS, 1L. SEE ENERGY CODE FO FOR INSULATION V LUES 4 G 5U5FLO0R GLUED AND REWED AS PER FASTENER HEDULE ON SHEET D2 PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) a" GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD IX2 NAILER/DRAFT STOP — SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WI OW ATTACHMENT AS PER MA FACTURES SPECIFICATIONS PRE AST CONCRETE SILL (U '"5 BAR VERTICALLY W/ CON POURED CELL Ix2 P.T. FU RING STRIPS a " O.C. 8' CMU 1/2" GYP. WL. D. WOOD BASE 0I-00 FIN. FLR PRE-ENG GABLE TRUSS FIBS LASS SHINGLES OVER "30 LT PAPER INSTALLED PE FBCR RR'05-"1 ON O.S.B. EATHING OR J" CDX PLY Op SECURED PER F STENER SCHEDULE MTL. P IF EDGE 2X4 OR 2X6 ASGIA PER ELEv LIONS VENTED ALUM. 5 It 1/2' CDX OR 1/16" SB —� SECURE t0 WALL R FASTENER SGHEDUL ON SHEET D OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPEC5.) 1/8" THICK, 3 COAT CEMENT PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE 'D" BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP DETAIL-t5/WA2 5/8" THICK, 3 OAT PORTLANp MENT PLASTER 4vf=LIED DIREr,TLY TO A5ONRY 2-STORY WALL SECTION SCALE: 3/4" =1' -0" SPF $TIFFBACK (SEE SEALD TRUSS ENG, PACK FOR SIZE E CONNECTION) 2x4 OFF BLOCKING BETWEEN TRUSSES AT FIRST (5) BAYS 4'-0' O.G. (AT SHEATHING 5EAM5) r-R=-r-INIA-Z O.G. MAX. CONT. 2x4 SPF RAT RUN SECURED W/ (2) 12d's a EACH TRUSS (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d'6 a+ EACH TRUSS DIAGONAL X-BRACING TO COVER 5-TRUSSES 5/8' GYPSUM BOARD OR 1/2" HIGH STRENGTH GLG, BOARD T�' F, o,H. 2x4 BLOCKING BETW N TRUSSES AT FIRST l FI RGLASS SHINGLES OVER PROVIDE EAVE BAYS 4'-0" O.C. (A 030 FELT PAPER (OR BAFFLE OVER THE TOP SHEATHING SEAMS APP OVED EQUIVALENT) ON OF INSULATION FOR " O.S.B. HEATHING OR 2" CDX CLEAR VENTILATION PLY OOD SECURED PER PER FBEC R402.23 F STENER SCHEDULE ZIP SHEATHING SYSTEM PRE-ENG TRU55 [INSTALLED PER MANUF. r TL. DRIP EDGE SEE ENERGY COD FORMS SPECS.) OR PRE-ENG D. TRUSS WOOD SHEATHING r_r 24" O.C. X. 2x4 OR x6 SUB -BAND FOR INSULATION -VALUES. coNT. 2x4 RAT N SECURED PE ELEVATIONS $" GYPSUM B BO OR WRLAYER M, HIGH STRENGT CLG. STUCCO WRAP 12d's 'to CH TRUSS VENTED UM. SOFFIT WRB LAYER 02, FORTIFIBER SEE ENEY ODE FO" IS FOR BOARD BUILDING PAPER R INSULATIONRG-VALUES 1,0000 UPLIFT SIMPSON « METAL LATH is FASTEN TO WOOD STRUCTURAL 5/8" GYPS BOARD OR ONNECTOR SP2 E MEMBER e 7" O.G. MAX 1/2" HIGH RENGTH CLG. BOARD 2 5YP 02 2X5 STU _.— —vv-r x-ru000 DOUBL TOP PLATE D TOP "M" TYPE CONTROL JOINT WINDO HEADER SIZE VARIES P A E FRAME TO BLOCK PER NDOW OPENING SEE ,•, CONNECTION SEE DETAIL PEA ER 5PAN CHART FOR ZIP 5H THING 15/DI DE T ILS" RY WALL 6' METAL LATH STRIP SYSTEM NSTALLEDD (V WIDE STRIP SELF W1 OW ATTACHMENT AS PER PER MAN . SPECS.) DIA ANCHOR BOLT ADHESIVE FLASHING, CLEAN NUFACTURES SPECIFICATIONS OR AT I(o" O.G. MAX WITH -t" MASONRY BEFORE APPLYING INDOW SILL WALL EMBEDMENT AND 2" TEXTURED 2x6 STUDS 6 WWI O.G. MAX W/ SHEATHING DIA. WASHER FINISH + MASONRY INSUL., SEE ENERGY CODE s' CMU FORMS FOR INSULATION 2x8 SYP *2 SIMPSON SPI R-VALUES WOOD STUDS m EA. 2X5 J" T : G 5UBFLOOR GLUED AND AT 12" O.C. MAX STUD VERTICAL CONTROL SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 2x8 P.T. SYP *z BETWEEN DISSIMILAR 1- 0 501-E PLATE (1) COURSE TIE -BEAM (:4:?5La-TE ERIALS POURED SOLIDWITH N.T.S. x z CONCRETE. (1) 05 z REBAR HORIZONTALLY O � " T E G SUBFLOOR GLUED WEEP SCREED PER PRECAST LINTEL ND SCREWED AS PER y ASTM 926-C e 1063-C I FA ENER SCHEDULE ON PRE-ENG FLOOR TRUSS z u1 (SEE DETAIL 2/D3 WINDOW ATTACHMENT AS (INSTALL PER MFG. SPECS.) � IL SHEET D2 !" GYPSUM BOARD OR }' z 1u PER MANUFACTURES HIGH STRENGTH CLG. BOARD 111 U SPECIFICATIONS FASTEN 2X4 BBON -1 (k CMU) W/ (5) 126 N 5 t1 A IX2 NAILER/pRAFT STOP O � LL PRECAST SILL S w z REBAR 16 GONG. FILLED LINTEL BLK W/ � w O.C. MAX, IN PRE EN OR SS (1) "5 REBAR CONTINUOUS Z jy Lu CONCRETE ( INSTALL EC EE ENERGY CODE FORMS W Z POURED C L, 2 P.T. FURRING STRIPS R INSULATION R-VALUES Os) VERIFY F a 16" O.G. GONG. F I EL BLK W/ IL P CAST LINTEL p PLAN" S" MU C1 B CONTINUOUS WIND ATTACHMENT AS PER Z 1/2" YP. WL. BD. IB B O N MANUF GtURES SPECIFICATIONS 00 R-4.1 U INS LATION (1) 4 NTINUOU5 REBAR PRE-C T CONCRETE SILL FASTENING DET WOOD Sr: SCALE: 3/4"=1'-0° 11) N5 REB R VERTICALLY O4 REBA 48" LONG W/ GONG. P URED CELL LU/6" HOOK �' 24° O.C., Ix2 P.T. FURR G _ z q MIN. 24" IN 5 B STRIPS m 24" G. O ROOF TRLSS UPLIFT - 2 1 -Oil (1 1 I N CONNECTOR NOT 8 CMU c� I SHOWN FOR I/2' GYP. WL. 13p. IN &LA5) CLARITY (SEE SHOP DWGS.) WOOD BA5E .0, a FLR W �L I 3 1/2" GONG., RE W/ 6"x6" a W1.4XWI.40 WWM ON -MIL EXTERIOR WALLSE — a SHEATHING (E C TIO N �° POLY ETHYLENE V POR NOTES) FASTEN EACH STUD O O D RETARDER ON TO DBL. TOP PLATE W/ USP 6PT24 NAIL WELL -COMPACTED CL AN PER MANUF.SPECS. ..`. FRAME TO j"7-�rL-,L&" .�FILL TERMITE TREATME T LOCK WALL 2 _ SHALL BE BORA-CARE SECTION AT TOP B (3) "5 REBAR CONTINUO OF EXTERIOR WALL ON CHAIRS rUJ l SCALE: NTS OVER 030 FELT PAPER INSTALLED PER FBCR RR905.1.1 ON �&" 0.5.5. SHEATHING OR J" CDX PLYWOOD SECURED PER FASTENER NOTE: SCHEDULE DIAGONAL BRACE a MTL. DRIP EDGE CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA HIGHEST RIDGE. DIAGONAL PER ELEVATIONS BRACE TO BE a ANY SPAN SECURED W/ (3) 12d 15'-0' OR GREATER REFER NAILS TO TRUSS ENG. FOR SEE FASTENER ADDITIONAL HORIZONTAL SCHEDULE ON SHEEN TRUSS REINFORCEMENT. D2 FOR SHEATHING FASTENER PATTERN 0'-0" TO 30'-0' (1) 1/2' CDX OR 1/16" 055 X-BRACE SECURE TO WALL PER 30'-1' TO 60'-0' (3) FASTENER SCHEDULE X-BRACE (1) X-BRACE ON SHEET D2 ® CENTER AND (2) OR -7/16' ZIP SHEATHING _ BRACE DIVIDED EQUALY FROM CENTER SYSTEM (INSTALLED PER MANI.F. SPECS.) / TO END 2X4 W/ 3/8' X 5 LAG J GABLE SIMPSO MMAX. A-2O g X- BRACING 32' O.G. MAX. DBL TOP PLATE SCALE: 3/4"=1'-0" 2X STUD 16' O.C. MAX. PRE ENG GABLE TRUSS NOTE: E: XTERIOR WALL STUDS 4 PLACE STRAPS SPACED SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE 6 WALL SHEATHING AND FASTENED AS ENG. PACK FOR SIZE t CONNECTION) CENTER OF TRUSS SHOWN WITH ONEADDITIONAL ST AT 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST FASTEN STUD O BLOCK WALL WITH USP MST STRAP WITH EACH WINDOW STUD TRUSSES AT FIRST (5) BAYS 4'-0' RIDGE. DIAGONAL FASTENERS AS sH INSTALL O.G. (AT SHEATHING SEAMS) BRACE TO BE A ANY STRAP + EA. EN UND) a NAILS [I Od COMMON NAI LS SPAN 15'-O" OR SPACE STRAPS AS OW6: -110 MPH 'C': 32 C. 11 T tUD [0.148 DIA X I GREATER. REFER TO -110 MPH 'B': 32' o. ) TRUSS ENG. FOR -160 MPH 'C': 32' O.G. STRAPS INSTALLED PRE-ENG W . TRUSS 24 ADDITIONAL -Ism MPH'5': 48' O.G. OVER WALL SHEATHING O.G. MAX. HORIZONTAL TRU58 TOP OF STUD WALLc' 48' O.G. REINFORCEMENT. SOLE PLATE —FILL ALL NG STRAP SECURE TO 0'-0" TO 30'-0' (1) q ILS HOLES W/ 10dMANAIINTO TRUSS W/ X-BRACE WOOD BACKING (2) 126 30'-1" TO 60'-0" (3) DO NOT PLACE SCREW IN NAILS X-BRACE (1) X-BRACE TOP OF TOP HOE NEAREST TO TOP a CENTER AND (2) MASONRY WALL OF CMU BLOCK WALL BRACE DIVIDED CONNECT BOTTOM of EQUALY FROM CENTER = STRAP TO CMU BLOCK WALL TO END w) (v 3/16' DIA. X 1-1/4' cox _ TAPCON MASONRY CONT. 2x4 SPF RAT RUN SECURED W/ 2-STORY CMU BLOCK WALL 12d's a EACH TRUSS T� GABLE END , , (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ (3) 12d'8 s EACH TRUSS DIAGONAL CROSS XTERIOR STUD WALL CONNECTIO X-BRACING TO COVER 5-TRUSSES BRACING 5/8" GYPSUM BOARD OR 1/2" HIGH g TO FIRST FLOOR MASONRY WALL STRENGTH CLG. BOARD SCALE: 3/4"=I'-0" 3 N 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W w c U w `. 0 F U w A F a 8LJ9DIV. as I01r. CREEKSIDE LOT 39 PROJECT# MODEIs 4EBB "1828-CALI" GARAGE 8VMG: LEFT PAGE: SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES 160 MPH EXP. C Dp�; 05/29/18 8CALE: lle=1'-0" 8HEET D3