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HomeMy WebLinkAbout7779 Davie Ray Dr"I 0 0 2447 13 13 3 J13 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 • STATE OF. FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS CERTIFIED BUILDING CONTRACTOR: DATE DESCRIPTION INDEXOF DRAWINGS FLORIDA BUILDING CODE, RESIDENTIAL, ABv. ABOVE LAV. LAVATORY 6TH EDITION (2017) A/C AIR CONDITIONING LUM. LUMINOUS 08108/I1 2-STORY BLOCK CONVERSION ADJ. ADJUSTABLE M.C. MEDICINE CABINET ARCHITECTURAL SHEET DESCRIPTION • ALL LOCAL AND STATE CODES ALT. ALTERNATE MFR. MANUFACTURER 01/1(0/18 51D SET ISSUED AMP. AMPERAGE MIN. MINIMUM PG CS -COVER PAGE DR H O RT O N HOMES BD. BOARD M.T. METAL THRESHOLD 01/22/18 2011 F5C UPDATE *OCCUPANCY —RESIDENTIAL, GROUP R3 CL CENTERLINE MTD. MOUNTED PG GN— GENERAL NOTES 12602 TELECOM DRIVE •CONSTRUCTION TYPE — VB CAB. CABINET MTL. METAL 02/12/I8 STONE ELEVATIONS ADDED PG Al —FIRST FLOOR PLAN • MIN. INTERIOR FINISH — CLASS B CLG. CEILING N.T.S. NOT TO SCALE TAMPA FL 33637 CLR. CLEAR O.C. ON CENTER 02/15/1s BID SET RE -ISSUED PG AlA—DETAILS •BASIC WIND SPEED — Vult=160 MPH CONC. CONCRETE PL PROPERTY LINE 04/16/I8 FOOTING REVISION PER M. 5OWES PG A2—SECOND FLOOR PLAN TEL: (813) 7 4 0- 9 7 2 0 Vasd-124 MPH CPT. CARPET P.B. PUSH BUTTON - C.T. CERAMIC TILE PH. PHONE 05/14/18 INCORPORATE I -JOIST DETAILS 4 FRAMING PLANS PER M. 5OWE6 PG A3H—FRONT & REAR ELEVATION "H" • EXPOSURE - C D. DRYER PLT. PLATE �r r� FAX: (813) 740-9715 - DBL. DOUBLE PLY". PLYWOOD 01/12/18 CONSTRUCTION DOCUMENTS RE -ISSUED PG A4H—LEFT & RIGHT ELEVATION H • 1-STORY RESIDENCE D.G. DUAL GLAZED PR. PAIR • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DIA. DIAMETER P.T. PRESSURE TREATED 08/20/16 BOLLARD DETAIL REVISED PG El —FIRST FLOOR ELECTRICAL PLAN DIM. DIMENSION R. RISER PG E2—SECOND FLOOR ELECTRICAL PLAN AND STATE CODES DISP. DISPOSAL RAD. RADIUS 01/26/19 DETAIL- 'ADDING BAR TO 50ND BEAM' ADDED TO SIIA PG P1—PLUMBING PLAN DP. DEEP R.A.G. . RETURN AIR GRILL 02/15/19 TRUSS ID'S ADDED TO FRAMING SHEET DR. DOOR REF. REFRIGERATOR PG M1—FIRST FLOOR MECHANICAL PLAN • STATE OF FLORIDA SQ.FT. CALC.'S D.S. DOWNSPOUT RM. ROOM 02/264S PLAN MAINTENANCE PG M2—SECOND FLOOR MECHANICAL PLAN DTL. DETAIL R.O. ROUGH OPENING ° PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SOLID CORE EXTDR 04101AS REVISED LINTEL SIZE 6 ENTRY PG D1—DETAILS IST FLR LIVING 1046 SQ. FT. EA. EACH S.D. SMOKE DETECTOR ROLAND A. ABOUCHACRA 2ND FLR LIVING 1399 SQ. FT. ELEV. ELEVATION S.H. SINGLE HUNG 04/26/19 UPDATED LEDGER 5OLT SIZE 4 SPACING PG D2—DETAILS EQ. EQUAL SHT. SHEET 06/21/19 ADDED LED LIGHTS is KITCHEN 4 5ATHROOMS PER MARK 50WES PG D3—DETAILS TOTAL LIVING 2441 $Q, FT, EXH. EXHAUST SHTHG. SHEATHING AR N o . 93723 EXT. EXTERIOR SHWR. SHOWER 08121AS REVISED I -JOIST LAYOUT PG D4—PRODUCT APPROVAL GARAGE 403 SQ. Ft. F.G./FX . FIXED GLASS SIM. SIMILAR PG WA1—WALL ASSEMBLY DETAILS ENTRY 32 SQ. FT. F.G. FUEL GAS SL. SLIDING 09/13/19 LEDGER BOI-T SPACING REVISED FIN. FINISH SL. GL. SLIDING GLASS PG WA2—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. TOTAL 2582 SQ. FT. FLR. FLOOR STD. STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS PG WA3—WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. 8X10 PATIO WSQ, Ft. FLUOR. FLUORESCENT SWS SHEAR WALL FR.DR. FRENCH DOOR SECTION 05/01/20 REVISED STAIRCASE AND STAIR SECTION DETAIL PG WA4—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FTG. FOOTING TEMP. TEMPERED GLASS PG WA5-NOT USED Tel: (40 7) 7 74 — 6 0 7 8 GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB PG WA6—WALL ASSEMBLY DETAILS G.F.I. Fax: (40 7) 7 74 — 40 7 8 GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL STRUCTURAL SHEET # DESCRIPTION GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE PG S1—FOUNDATION PLAN H.C. HOLLOW CORE V.P. VAPOR PROOF PG S1.1A—DETAILS DRAWING / CONTRACT DOCUMENT HDR. HEADER W. WASHER HGT.ORHT HEIGHT W/ WITH PG S1.1B—DETAILS REVIEW BY BUILDER INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW PG S1.2—FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR w/H WATER HEATER PG S1.2A-DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.1A-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.1A-DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.iB—DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S4-SECOND FLOOR DECK PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4.1A-DETAILS CLARIFICATION. PG S4.2—SECOND FLOOR DOWEL PLAN ALL WORK SHALL CnMP!Y WITH PREVAILI AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTN%Cs FLORIDA BUILDING ODE, PG S6—ROOF FRAMING PLAN NATIONAL ELECTRIC C.ODE' RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY AND THE CITY OF 2EPHYRHILLS MANNER. AB DESIGN GROUP TAKES NO PG S6.1A—DETAILS ORDINANCES RESPONSIBILITY FOR INTERPRETATIONS OF PG SN1-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. P,F-\/IF-VV OAX CITY OF N1INE.i PLAN EXA 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w � J y l � F V F 0 o } a w O C�1 J UJ cl ui W W_ j Q J Q Q OC OL F cq c c C 001 0 0 0 r F V SUHDIV. & LOT: ABBOTT PARK LOT #36 B LK #9 PROJECT# 04181.000- 36091 MODEL:. 3EFB 2447- ROBIE" GARAGE SWING: LEFT PAGE: COVER SHEET 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA 2c"T ND A. ABOUCR AR NO 93723 PRINT 05 26 20 DATE: SCALE: 1/4" = 11 - SHEET c s 1-1 n s GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE 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. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 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 2 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. 5 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. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. 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 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 1. GARAGE DOOR 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/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''/z-INCH GYPSUM BOARD OR EQUIVALENT. 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 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 3/4' PVC (SCHEDULE 40), INSULATED WITH W, AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR 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 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" 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 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. 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-C1063 -15A AND R703.7. 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. 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) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w 0 uj U 0 w o > = a � °C _QqQU U w o w uj o o n o o 0 M - 0 a 0 SVBDIV ac LOT: ABBOTT PARK LOT #36 B LK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: GENERAL NOTES Q6LO MPH EXP. PRINT 05 26 20 DATE: SCALE: 1/4" SHEET GN T_T__ ___T_T1 • A '-0" 16'—�' 2'-0" 1'—mot" l'-011 201-0" 29'-8° MASONRY / FRAME WALL LEGEND 8' BLOCK WALL UN.O ON PLANS 8'-0' 5RG. 8' BLOCK WALL UN.O ON PLANS Il' - 4" 5RG. LOAD 5RG. WALL U.N.O. ON PLANS I 4' INTERIOR NON LOAD 5RG. WALL U.N.O. ON PLANS ALL INTERIOR DOORS TO 5E 6'-6' HT COMPONENT AND CLADDING WIND LOADS BASIC WIND E FOIE FOR 3 SECOND GM Opem AND TYPE SQUARE FOOTAGE ZONE 160 MPH WIND M FEMARKS MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA S.G.D. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 31/-35 BASIC WIND SPEED MPH = 160 (Vult) AL PRESSURE COEFFICENT = t 0.18 BLDG. T.=II, EXP.=C, MEAN ROOF HT. = 23'-0" FTHEFBCR ES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF 6TH EDITION (2017) TO MEET TESTED ALLOWABLE OMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 01/10/18 SQ.FT. CALC. S IST FLR LIVING 1046 SQ. FT. 2ND FLR LIVING 1399 SQ. FT. TOTAL LIVING 2441 50. FT. GARAGE 403 SO. FT. ENTRY 32 SQ. FT. TOTAL 2682 SQ. FT. 8XI0 PATIO 80 SQ. FT. FIRST FLOOR PLAN_ NOTE: -2 -8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-5 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOM5-GORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL 5E SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA 5Y NOT LESS THAN 1/2"(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HA51TA5LE ROOMS SHALL BE SEPARATED FROM ALL HA5ITA5LE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. F5CR 201-1 (6TH ED.) 302.1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 x4 0 q U 0 w a 1 o �- lu u 6 N -- :iztv w a -I a p o o a _a o o a N � eL OC N o U OC � 0 0 A 0 e ti v cn SUBDIV. 8c LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000-36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN 60 MPH EXP. C fPRINT DATE: 05/26/20 1 ' SCALE: 1/4" = 1'-O" SHEET �I / Qw 2 z zci �a w J (Loo O Q 4 = cn 42' HIGH HALF WALL W/ CAP (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER \ W/(3)08 3' SCREWS * EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING — A � 'IL DBL. TOP PLATE 0 cq Id ( : BAR DETAIL A SCALE: 1/2' -O' (2) 2x12 HEADER, SEE FRAMING PLAN 3/4' T <G SUB FLOOR GLUED < SCREWED PER FASTENER SCHEDULE 9'-4 3/4" 2ND FIN. FLR. PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) 42' H. 1/2 / WALL W/ / (2) 2x8 HEADER, SEE FRAMING CAP 3/4' KICK PLAN PLATE / NOTE: / STAIRS RISERS TO CONFORM TO FBCR 6TH EDITION (2011) / MIN. TREAD■10' MAX. RISER=i 3/4' COATS / 3/16' MAX. VARIATION IN ]'MAX. RISERS/TREADS ADJACENT TO EACH NOSING / OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR 10' / CROSS SECTION DIA. TO BE 1 1/4' +-1/4' MIN. R IVALENT N GAB A51LI YWINDERS-MIN. 6' WIDE 2 X 4 RE-INFORCING NARROW END MIN. 11" WIDTH * 12' FROM r * EA. 2 X 12 STRINGER STAIR DATA: NARROW END 34' MIN. HANDRAIL HGT. SECURE W/12d 6'-8' O.C. 15R 0 1.52' / NOTE: 3-2x12 SYP STRINGER 14 +REA06 0z / 'ENCLOSED ACCESSIBLE SPACE UNDER REINFORCED W/2X4 SPF STAIRS SHALL HAVE WALLS, UNDER / W/CONT. BEAD OF STAIR SURFACE AND ANY SOFFITS SUB -FLOOR ADHESIVE PROTECTED ON THE ENCLOSED SIDE / PL-400 OR SIMILARE * WITH 1/2' GYPSUM BOARDS. FBCR 302.1. EA HORIZONTAL RUN LO'-O" FIN. FLR. ---2X4 ATTACHED W/ 10d MASONRY NAILS * 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.G. MAX. VB STAIRmSECTION HANDRAIL 6 36' W/ 2X4 RE - INFOR THE CLEAR SPACE 5ETWEEN THE HANDRAIL AND THE WALL SHALL 5E NO LESS THAN 1 1/2" AS PER F5CR R311.71.8.2 NOTE: HANDRAIL RETURNED TERMINATE POST, ENDS SHALL 5E TO THE WALL OR INTO A NEWEL NOTE: 1. HANDRAIL5 SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1j"± 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4' AND A LARGEST CRO55 SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 1/50 . 2. TH15 RAILING SYSTEM 15 DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH 5ARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16018.1 / F.B.C. 2011 HANDRAIL SECTION SCALE: 3/4'=1'-O' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W � � q w O a °C iIN u -- Q, N �- v Q } � w Q w 4 , C e A A f V SUSDIV. & LOT: ABBOTT PARK LOT #36 B LK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: FLOOR PLAN DETAILS 60 MPH EXP. C rPRINT DATE: 05/26/20 1 ' SCALD: 1/491 = 11 _011 ' SHEET 2.J'_Vn I1'-S" 3'-0" 3'-0" 12'-0' 2' - S" 21' -4" 3052 - SH 3052 - SH I I � Itn N 1 `-3 I I BDRM #4 BDRM #5 8'-O' CLG. n � BATH #3 in 8'-0' CLG. ti 0 cn 3:0 _ LAV. LAV. ,n � T 3' S _ 'l) " o 0W WC. I BDRM #3 �. �PTIL .1 III i OPT. i — I c `� i _ 4 nS" T� C41� HASE c0 r LAUD. 8'-0' CLG. V. C. N @ 22'x36' (ATTIC I 0 0 SHWR. PAN 8 - LOFT' IACCESJY-14= �� � 3'-10" 5'-6" '-4" 3'-10" 3'-10" 6' C '-0' 4'-4" 0W 'h►- 0. e BATH -a � HALF ON, 8'-0' CLG. WALL STAIR DATA W/ GAP .4 � 15 RISERS 61.52' 14 TREADS 610' � +I' NOSING IN V `v G. J/NQ% AIR HANDLER ON METAL I STAND W/ PAN I BELOW I m N1 1= I� 0 OWNER'S 8' m I.0 G. sum 8'-O' CLG. 1H4-SH a o o a EGRESS EGRESS 2'-4" 12'-4" 5'-4" 20'-0" 9'-S' SECOND FLOOR PLAN SCALE: 1/4 a 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W � � y o w o > LU _ a w � U aLill w o o LU A e E4 V ti � SUBDIV. & LOT: ABBOTT PARK LOT #36 BL #9 PROJECT# 04181.000— 36091 MODEL: 3EFB '2447—ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 60 MPH EXP. I SCALE: 1/4" = 1'-0" SHEETA2 —- 111 m ii.,i u�tli, IYuli!YT �F n11xCa� i�li fl11 �f, I _',i �_. .. ����1 -- �I �.J d d.. i� {u��:�dl is a r.IR1111 +/-23'-11" h _ _ _ _ _ _ _ SLDG. HGT. �M'w 4" RAISED — BAND (TYR) SHINGLE ROOF FYPON BKTIIXI-I OR EQUIVALENT r I� 8" RAISED BAND �, 12 1 9'-4 3/4" 2ND _ _ _ `" _ _ _ _ _ 5 _ _�9'-4 3/4" 2ND FIN. FLR. _ _ FIN. FLR. S'-0" 1ST FLR. — — _ S '-0" 1ST FLR. BRCS. HGT. BRG. HST. 4' RAISED BAND BAND (TYR) ICI Ili ICI ICI MI�� � � :�4' RAISED BAND IT-4" 2ND FLR.OL BRCS. HGT. 1'-0 9'-4 3/4" 2NDoL FIN. FLR. S'-0" 15T FLR. OL BRG. HGT. 0'-0" FIN. FLR. oL `-LINE TO BE SCORED FRONT ELEVATION - SCALE: 1/4 = 1'-0' TEXTURED FINISH TEXTURED FINISH IT-4" 2ND FLR. BRCS. HGT. 013'-4 3/4" 2ND FIN. FLR. S'-0" 15T FLR. BRG. HGT. 0'-O" FIN. FLR. AREA OF ATTIC = 1451 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 1451 /300 4.84 VENTILATION AREA X SQ. INCHES PER FT. (144) = 696.48 SQ. IN. MIN. REQUIREDVENTILATION = .5X 696.48 IN UPPER PORTION OF ATTIC 348.24 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 348.24 /138 TOTAL#OF VENTS REQUIRED = 3.02817 TOTAL# OF VENTS PROVIDED = 4 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'x4' GALV. 'L'-TYPE FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES OVER 030 FELT PAPER ON 1/16' O.S.B. SHEATHING OR 1/2' COX PLYWOOD SECURED PER NAILING SCHEDULE TOP OF BOND BM 2ND FIN. FLR. (PER ELEV.) LUS26 2x6 SYP RAFTERS OR PRE-ENG'D TRUSS (PER ELEV.) ROOF SLOPE PER - —1 ELEVATION MIN. 1/16' OSB SHEATHING GUSSET TO BE SECURED TO 2X6 MEMBERS W/ Sd NAILS 3' O.C. ® PERIMETER LUS26 W/ (4) I0d's 1'-4" TO LEDGER AND (2) 10d's TO 2x6 JOIST 2' - 0' 2X6 SYP PT LEDGER Wl--X7 1/2'x8' THREADED ROD 32' O.C. t WITHIN 6' OF EACH END MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. f SCALE: 1/2 = 1'-0' ENGINEERED WOOD TRUSSES ® 24' O.G. SUBMIT SHOP DRAWINGS SEALED BY PROFESSIONAL ENGINEER FOR REVIEW AND COMMENTS PLYWOOD SHEATHING SEE STRUCTURAL 2ND FLR BRG. HGT. ,l (PER ELEV.) I' ROOFING AND FLASHING W/ DRIP-� EDGE PER MNFR. WARRANTEE REQUIREMENTS WRAP FASCIA WITH BREAK METAL Ix2, 2x6 WOOD FASCIA SEE_-// STRUCTURAL FOR FASTENERS VENTED SOFFIT PER ATTIC CALC'S 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS —� 2ND FLR. WINDOW PER PLAN SCALE: 1/2 = 1'-0' 2X6 SYP PT LEDGER W/ I/2'x8' THREADED ROD 32' O.C. E WITHIN 6' OF EACH END MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY i . AAI►1 CAAQ CTI 1 CHANNEL FOR SOFFIT TRUSS STRAPS AND ANCHORS SEE STRUCTURAL MASONRY BOND BEAM SEE STRUCTURAL Jim 1441 N. RONALD REAGAN I3LVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W � � Cl = u i W O _ Q w 'Da :z. C4 I cA OC N N ocLu w Cl [� r 0 A SUBDIV. 8e LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "H" 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/4" SHEET A3H 1!77 l 2".i_I I .I IIIL i6 ' i.. 11 1 1 IT-4" 2ND FL_ R.�_ BRCS. HGT. 9'-4 3/4" 2ND oL FIN. FLR. 0'-0" 1ST FLR. OL BRG. NCxT. 0'-0" FIN. FLR. LEF"ll ELEVATION SCALE: 1/4 = V-0" TEXTURED FINISH R G ffil --'I Y y '" E LIE VA T 10 N SCALE: 1/4 = V-0" TEXTURED FINISH j%1-1'-4" 2ND FLR. BRCS. HGT. 9'-4 3/4" 2ND 'FIN. FLR. 8'-0" 15T FLR. BRG. HGT. 0'-0" FIN. FLR. ly M'-4" 2ND FLR. BRCS. HCzT. 9' - 4 3/4" 2ND F IN. FLR, BR8'-m" 16T FLR_ Cx. HGT. 2>'-ID" FIN. FLR. IV 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 4 y p �i U o w "Y i►j O � V fli t�i uJ w Q a F M("� C 0 0 e f � v SUBDIV. & LOLl T: ABBOTT PARK LOT #36 B LK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB '2447-ROBIE" GARAGE SWING: LEFT PAGE: RIGHT & LEFT ELEVATION "H" 60 MPH EXP..g ARCHITECT PRINT 05 26 20 DATE: SCALE: 1/4►, _ 1_0„ SHEET ��, �i ICI t ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125v OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EITERUPQUIPED AULI R (TAMFFND ER INTERUPTER (TAMPER RESISTANT TYPE) 220v OUTLET (4) WIRE CONNECTION —�i— EXT. WATERPROOF GROUND FAULT -tf— 1 OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER �t4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT © RECESSED CAN ® VENT. FAN I CFM PER SQ. FT. VENT. FAN W/L IGHT I GFM PER SQ. FT. VANITY LIGHT FIXTURE (OPEC* TBD BY BUILDER) TKIFLUORESCENT LIGHT 2-BULB WRAP AROUND (RECESSED) FLUORESCENT 21 2-BULB WRAP LIGHT AROUND (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK L IGHT 0 PANEL METER WATT. BACK-UP OS.D. SMOKE DETECTOR W/ HARDWIRE WALL MOUNTED BATT. BACK-UP $� SMOKE DETECTOR W/ HARDWIRE ® 6/CO CARBON MONOXIDE SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE INTER -CONNECTED COMBO SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK W14 WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/ AIR. CONDITIONING TO SEE E 21 U.N.O. DISCONNECT THIS SWEET TV TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSMOTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP n no 36' INCANDESCENT LIGHT STRIP 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES �—► USB PORT • LOCATION OF Tv JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6T14 EDITION (2011) 4 NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). LAMPS SHALL SELECTED AND • ALL BE BY BUILDER lb% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 METER FIELD VERIFY LOC. LIGHT FIRST FLOOR ELECTRICAL PLAN_ ALL BRANCH CIRCUITS REQUIRED IN N.E.C. 210.52 ARE TO BE PROTECTED BY AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT GGFI WP Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 24O V -1 Ph MAIN: 150 Amp M.C.B FEEDER:3-#1 CuTHWN& 1-#6Cu(G)inl 1/2"C. OR 3-#2/OALTHWN& 1-#6Cu(G)in1 1/2"C. Wire Pole Bkr Description Watts Circuit Circuit Watts 6240 Description Space Space A/C C.U.-1 Bkr 30 Pole 2 Wire #10 #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 #12 2 20 Irrigation Pump 1000 3 4 5 6 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 V2" C. OR 3-#2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit circuit 2 4 6 Watts Description Bkr Pole Wire #12_ 1 20 Small Appliance 1500 1 8000 Range 50 2 #6 #12 1 20 Microwave! Hood GFI 1800 3 #12 1 20 Small Appliance 1500 5 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 1500 7 8 #12 1 1 20 Dining Receptacles AFCI 1500 9 10 12 1 1200 Disposal GFI 20 1 #12 #12 1 20 IBath GFI Receptacles 1200 11 1 1500 Dishwasher GFI 20 1 #12 #12 1 20 1 Foyer / Hall I Dining AFCI 1200 13 14 16 5000 Dryer GFI 30 2 #10 #14 1 15 Kitchen, Living Room, Pantry Lights AFCI 900 15 Space 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & CIO AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 1 20 Bed #2 & Bath #2 AFCI 1200 21 22 24 1200 Garage/ Exterior Lts & Receptacles AFCI 20 1 #12 #12 1 20 Bed #5 & Bath #3 & Hall & Laundry AFCI 1200 23 900 Owner's Suite AFCI 15 1 #14 Space 25 26 900 Owner's Bathroom AFCI 15 1 #14 Space 27 28 1000 Irrigation controls only 20 1 #12 Space 29 Space Space 31 Space Space 33 space Space 35 W40 Space Space 37 Space #8 2 35 A/C AHU-1 (Heater 5KVA at 65% 5525 1411 39 Space 42 Space Load subject to demand factor calculations ! line 1 16600 26700 1 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 43300 First 10000 watts at 100% 10000 Remaining watts at 40% 13320 Total A/C load 11765 LOAD CALCULATION IS BASED ON AtC NON -COINCIDENT LOAD Total Connected Load Watts 35085 Total Amps (watts / 240 volts) 146.2 General Lighting & Receptacle Total A/C Square Feet General Lts & Rec 3 W I Sq. Ft. Hi -Hats 1 at 65WA i ht at 100% Total General Lights & Rec (Watts) General Lts & Rec Panel A 1 Load 2447 7341 65 7406 Ckts# watts/ckt Totalwatts 8 9261 7406 nl Ir o el —ON o nl r 1 1 LED LIGHTING C� SINGLE LAV.- 5ATH02 150 At If= ELECTRICAL. R15E R NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). LOCAL CODES, AND ALL LOCAL POUTER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE TI- HN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 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 BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT 10 OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 1*4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 61H EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 t*.1 tJ LU oJ W O > Q 1LU Ot_ � w oc o o Q Uj a o a 0 sz! e 0 a0� dl V SUHDIV. 8a LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000— 36091 MODEL, 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA ND A. ABOUCHACRA AR NO 93723 , DATE: 05/26/20 1 ' SCALE: 1/4„ = 1Apf 1 SHEET E I A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES __e 125V OUTLET 20 AMP SINGLE POLE ZIQ IIOV OUTLET 110V OUTLET Or-SL OUTLET WIRED TO SWITCH T GFI 110V OUTLET E0JIPAUL D INTERU R (TAMRND ER INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATERPROOF T OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER SWITCH 4-WAY OPER 1-0 WALL MOUNTED LIGHT CEILING LIGHT O LED CLG LIGHT Q YP LED VAPOR PROOF LIGHT O Vf= VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN 1 CFM PER SQ. Ft. VENT. FAN W/L IGHt I Cp.M PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4'21 FLUORESCENT LIGHT 2-BULB WRAP AR AROUND (RECESSED) FLUORESCENT LIGHT 2-5ULB WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL own METER O S,j,>, SMOKE DETECTOR MATT. BACK-UP W/ HARDWIRE WALL MOUNTED BATT. BACK-UP S D SMOKE DETECTOR W/ HARDWIRE S/GO CARBON MONOXIDE SMOKE DETECTOR BUTT. BACK-UP W/ HARDWIRE INTER -CONNECTED COMBO SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/ AIR CONDITIONING SEE TO E 21 V UXO. DISCONNECT THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP A A A A A [) 36' INCANDESCENT LIGHT STRIP 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES �--a► USB PORT • LOCATION OF TV JACKS t PHONE OUTLETS t FANS TO BE VERIFIED * HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6 ! NEC 210.12 2014 EDITION, • 20 AMP DEDICATED LAUNDRY CIRCUIT. s GFI ® ISLAND (NOT ON KITCHEN CIRCUIT) s DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS Or - SECTION M15013 FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 61H ED (2017). • ALL LAMPS SHALL SELECTED BUILDER AND BE BY 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 SECOND FLOOR ELECTRICAL PLAN. -------III ----�\ I � I c � c I \ / LED LIGHTING @ DBL. LAV. OLUNER'S BATH LED LIGHTING @ DBL. LAV. BATH 3 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 cn O CJ a LLt Q < > uj Q Q F V ti cn SSUBDIV. & LOT: ABBOTT PARK LOT #36 BLK J PROJECT# 04181.000- 36091 MODEL- 3EFB '2447-ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA ND A. ABOUCHACRA AR NO 93723 PRINT 05/26/20 DATE: SCALE: 1/4" SHEET r cl n 6 r FIRST FLOOR PLUMBING PLAN S a SECOND FLOOR PLUMBING PLAN SCALE: 1/4 = V-0"-- - TUB VTR VTR I TO MAINPLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W � � o w iu o f-- ZO (L p OC w w w M r ® e E-4 V ti � SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: PLUMBING PLANS 60 MPH EXP. SCALE: 1/4" = 1'-0" SHEET 0 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2, ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 151 CLASS 1 AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. CEILING PLENUM AIR SUPPLY AIR HANDLER EVAP. TRAY PLATFORM HVAC SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG INSIDE CAULK NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE o V SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2.4 DRAINS FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC INV. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR THERMOSTAT m PASS—THRU AIR GRILL SECURE STRAP TO CONC.- I CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4` CONCRETE SLAB--/ �-SECURE STRAP TO UNIT W/ (2) 08X1 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD. NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 6 12' FROM STRUCTURE COUNTERSUNK G.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'XS` CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 111,10 FLOOR SLAB CLEAN -OUT (TYP.) nEXT. GROUND CLEAN -OUT (TYP. VENT THRU WALL FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - 1'-0' 1441 N. RONALD REAGAN BL' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 x O 0 U w o 0 a � N w a °' Lu o o a o o Q o 0 E14 A � c ti ISUHDIV. 8a LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA ND A. A AR NO PC INT 05 26 20 TE: ALE: 1/4" = 1'-0" SHEET mi 11 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB i MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (201-1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 -I. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (201-1) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER SOLID LINE = SUPPLY TRUNK BROKEN LINE = RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN d LIGHT O/A OUTSIDE AIR THERMOSTAT m PASS-THRU AIR GRILL SECOND FLOOR MECHANICAL PLAN. FREE DRAW AIR HANDLER CLOSET W/LOUVERED DOOR SUPPLIED BY BUILDER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 7uLj-c,lm W > n a 144 O 4 N J Ck w U N N N v A w u w pp Q w� Cl.Q ul Q Q ol A 0 0 A 0 0 c SLTBDIV. & LOT: ABBO TT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB '2447-ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/41' SHEET M 2 s 2X4 TOP PLATE PER FLR, ri PLAN � 1/2' CLCs. BOARD 7T PRE -FAB TRUSS NOTE: STUDS IN PARTITIONS SUPPORTING 1/2' DRYWALL WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE SECURE BT. 2X4 WOOD " PLATE TO SLAB STUDS 024' THAN 1(o O.C. OR, NOT W/ 10d MASONRY O.G. LESS THAN 2xlio, WHERE NAIL 32' O.C. SPACED NOT MORE MAX THAN 24" O.C. CONC. SLAB FIN. FLR (-l--�TYP. INT. WALL NON- BRIG. D 1 SCALE: 3/4" =1'-O' 5" DIA. SLEEVE, DO NOT CUT RE5,AR PIPE BOND BEAM DO NOT CUT SOLID GROUT THE BOND �/ �1�- � _ _ _ BE'�`M i2) COURSE RESARS — -- 2A PIPE THROUGH BOND BEAM D1 5CALE: 3/4"=1'-O" CAULK AND SEAL GAO LINE I J'PV SLEEVE FOR GAS LINE '—Uk= BASES a ° a , d �' .� 2B GAS LINE THRU BLOCK D1 SCALE''2''''-V' CORNER BEAD I/2' THICK, 2 GOAT S' CMU SEE PORTLAND CEMEN T STRUCTURAL FOR PLASTER APPLIED REINFORCEMENT DIRECTLY TO MASONRY 2x& P.T. WD , . f,.. ATTACHED FILL � CELL AS PER DIJCT AAPPROVAL REEL SEALANT s WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ TEEL ---GAL---- FA� DRTO�TB WOOD JAMB PER I�eOpucT GALV. STEEL APPROVAL REQ VERTICAL TRACK OVERHEAD DOOR I' MIN. BY OTHERS BY MAUF. SLIDE FASTENED TO Roots TRACK1 PI DUCR BRACKETS APPROVAL REQ. 3 GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0" FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. OVER 030 FELT PAPER OR SECURE W/ (2) 12d NAILS FIBERGLASS SHINGLES OVER "30 FELT PAPER SYNTHETIC PRODUCT, INSTALLED PER SECTION 6 EA. END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC R905ll ON a' O.S.B. PER STRUCTURAL DETAILS OVER "30 FELT PAPER OR OVER 030 FELT PAPER PRODUCT, INSTALLED SHEATHING OR J' COX SYNTHETIC PRODUCT OR SYNTHETIC PER SECTION R905.1.1 PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED ON ' O.S.B. SHEATHING FASTENER SCHEDULE R905.1.1 ON ' O.S.B. rb PER SECTION RS0511 OR CDX PLYWOOD STIFFBACK AT ALL UPRIGHTS SHEATHING OR i' CDX ON �' O.S.B. SHEATHING 5/S" GYPSUM BOARD SECURED PER Y PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR CDX PLYWOOD OR 1/2 HIGH FASTENER SCHEDULE I -0 PRE-ENG WD. TRUSS � 11 FASTENER SCHEDULE 1 -0 SECURED PER STRENGTH CLG. T1'P. � TYP. MTL. DRIP EDGE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE O.H. O.H. 2x FASCIA PER NATION STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS ELEVATIONS PRE-ENG TRUSS SEE ENE ENERGY CODE FORMS FOR INSULATION R -VA U S L L E PRE -ENG TRUSS VENTED SOFFIT STRUCTURAL DE ACONT. 2x RAT RUN �S UREA PER VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE PRE -ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED OLPEIR ELEVATION WEEP SCREED 2x FASCIA PER t Pu 2x FASCIA PER P. ELEVATIONS OH ELEVATIONS 2x P.T. SECURED PER 5/8" GYPSUM BOARD OR 1/2' a 2x P.T. SECURED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS NIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT ° AS PER MANUFACTURES SPECIFICATIONS — R-4.1 INSULATION p; 1/2' THICK, 2 COAT REFERENCE WINDOW ATTACHMENT AS PER RTLAND CEMENT PAST STRUCTURAL MANUFACTURES SPECIFICATIONS R APPLIED r : DIRECTLY TO MASONRY REFERENCE°. Ix2 P.T. FURRING STRUCTURAL - -: STRIPS 61 24' O.C. 1/2' THICK, 2 COAT PORTLAND a, Ix2 P.T. FURRING ° 8' CMU CEMENT PLASTER APPLIED STRIPS a 24" O.C. 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT IJ2 GYP. WL. BD. ' CEMENT PLASTER APPLIED I/2" GYP. WL. BD. PORTLAND CEMENT WOOD BASE 8' CMU DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. 0'-0' FIN. FLR. 0'-0' FIN. FLR. — 0'-0' FIN. FLR. 8' CMU a. a. d d, a a a a O Q W/ WINDOW OPENING TYP. WALL SECTION W WINDOW OPENING TYP. WALL SECTION n B A B NO OPENING NOTE: NO OPENING PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (�-4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 5 1-STORY GABLE BLOCK WALL D1 SCALE: 3/4"=1'-O' 15 REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'=1'-O' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST SE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 xuj p = U 0 NE w > � _ Q i °C 4 Q dl N N c a w -1 8 o Q 8 o a 0 0 M � ' e 0 e f SUBDIV. 8e LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAIL 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/4" SHEET DI :�:�,1.;,. .. TF4 _r,,.--T-I-T--' --- d' I I -T-- TI C I i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 7d) Q U a w ui Q o 0 ui N F � % W A C Q A 0 a 0 e V ti cla SUBDIV. & I.OT: ABBO TT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB 2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. DATE: 05/26/20 ' SCALE: 1/4" _ l'_O" ' SHEET D 2 TOP: 2X6 P.T. ® CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 0 0 "'SECURE 2x4 ONE' Rd FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (1) WITHIN S' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 0 NI 19 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D3 SCALE= I/2'-r-W (I8' CMU Yz" DRYWALL 1'X4' OR 1'X2' P.T. NAILER lx4 P.T. OR b/4'X4' MIN. r-SECURE THRU FRAME 4 F1 EXTEND I-Y4' INTO BLOCK W/ 3/W6' TAPCONS fT(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASINGS DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 41) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 2X4: cm SECURE TO BLOCK W/ We,' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6:cm SECURE TO BLOCK W/2-3/4,' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y41) — WITHIN 6' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: cm SECURE TO BLOCK W/2-3/fb' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END 4 16' O.C. MAX SPACING. —� 8" CMU YZ" DRYWALL I'X4' OR 1'X2' P.T. NAILER f—DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.T.S. 2X4 SECURE TO BLOCK W/ MI6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. 2Xro:= SECURE TO BLOCK W/2-%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') — WITHIN 6' OF EACH END 4 18' O.C. MAX SPACING. 2X8:cm SECURE TO BLOCK W/2 - 3/ib' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/fb' TAPCON MIN. I-Y4' EMBEDMENT INTO BLOCK. 8' CMU �Xz' DRYWALL I'X4' OR I'X2' P.T 11 NAILER 7f6' O.S.B. X 4' MIN. CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15 16' C SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ 3/f6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8" OF EACH END 4 18' O.C. MAX SPACING. 2X�ocm SECURE TO BLOCK W/2-3/fb' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8amm SECURE TO BLOCK W/2-3/W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 15- O.C. MAX SPACING. —/ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK 8' CMU DRYWALL D 1'X4' OR I'X2" P.T. NAILER r-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41) DOOR JAMB TO BLOCK +2 1/4" INDOW TO BLOCK +2 1 4" @SCALE7 N.T.S. 2X4 SECURE TO BLOCK W/ 3if6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL ZX 18 O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xrocm SECURED THROUGH SECURE TO BLOCK W/2- 'NON-STRUCTURAL 3/f� TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') }�' DRYWALL WITHIN 8" OF EACH END . 411 I'X4' OR 1'X2' P.T. NAILER 18 O.C. MAX SPACING. a 2X8� SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOT& SHIM AS NEEDED TO MUM JAMB (DO NOT EXCEED X0 DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T E)SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )14' ) WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-34W NON-STRUCTURAL We,' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4' .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 MIN EMBEDMENT I Y') WITHIN 8' OF EACH END 4 8' CMU IS' O.C. MAX SPACING. Yi' DRYWALL 2X8:® � I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-3/fb" 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 (o" TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4") OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T F SCALE: N.T.S. 2X4 SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/1-1/4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPAC ING. 2X8cm SECURE TO BLOCK W/1-1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPAC ING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 34' TAPCON MIN. I -Y4' EMBEDMENT INTO BLOCK. 8' CMU ' DRYWALL 17-�Ii a��VX4' OR 1'X2" P.T. NAILER n7f6' O.S.B. X 4' MIN. Y. fDOOR CASING DOOR JAMB OR WINDOW ATTACH t0 2X PER MANUFACTURES `DETAILS. NOTE- SHIM AS NEEDED TO PLU D JAM6 (00 NOT EXCEED X DOOR JAMB TO BLOCK +3-7/16 WINDOW TO BLOCK +3-7/16" G SC)LE: N.T S. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/1-1/4" NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN S' OF EACH END 4 V DRYWALL 15" O.C. MAX SPACING. n �—:I'X4' OR I'X2" P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4" " P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 y4') DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 TTACH TO 2X PER 15' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3 4" @SCALE: N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W � � WLu _ Q cl o w oc � Wuj W cl cl ti q c 0 C 0 A 0 A A 0 SUHDIV. 8a LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB 2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. D E: NT 05/26/20 1 ' SCALE: 1/4„ = 1,-0" ' SHEET D 3 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w o w oc Q � w N 0. Lo N w a o a o a� a e C e 0 a s~ SVBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000-36091 MODEL: 3EFB "2447- ROBIE" GARAGE SAYING: LEFT PAGE: PRODUCT APPROVAL LISTING 60 MPH EXP. C PnnqT DATE: 05/26/20 1 ' SCALE: 1/4„ = 1'_O" ' SHEET Fl) IM411 NOTE: APPROVED BUILDING WRAP 6 SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE 6' • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE ENDS) 4 6' 0 HORIZONTAL LAPS. WRAP MATERIAL) OVER ' ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' APPROVED HOUSE WRAP. ". WITH FORT15ER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE / If OR LESS PIPE fo'x6' SELF -ADHERING MEMBRANE PENETRATION FLASHING (COMPATIBLE W/ HOUSE PREFORMED CONTROL JOINT THICK, 3 COAT CEMENT WRAP MATERIAL) OVER 4'x4' t: SELF -ADHERING MEMBRANE F CONTROL JOINTS T � � PLASTER FLANGE O/ ` \` ' � FLASHING OVER APPROVED BE WIRED TIED TO LATH • V WRB LAYER 02, FORTIF15ER O.G. MAX (VERY.). NOTE: DO BUILDING PAPER I' MIN. LAP � METAL LATH HOUSE WRAP. NOT FASTEN CONTROL JOINT TO Q `"' " PIPE / \ FLASHING TO EXTEND ONTO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH Ne' LEG MAY BE USED TO TEMP. FASTENED 01' (VERT.) O.G. MAX X X X I SECURE CONTROL JOINT AT SUPPORTS X X X — DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPACED gTWRBUCCLOYjAp METAL LATH SELF -ADHERING MEMBRANE GUT AND OVERLAP ONE SIDE OF FLASHING SELF -ADHERING MEMBRANE • �' O.G. MAX VERTICALLY I Ste—' *1 ST '�2 FLASHING WOOD SHEATHING WRB LAYER "I, �" THICK, 3 COAT CEMENT WRB LAYER 01, PLASTER STUCCO WRAP I ST UCCO UGGO WRAP METAL LATH ....-. , -, .. ,: ,. ,.,:;,: :•-. - -`" s:: 6' MIN PAP LAP FLOW ONLY - t' ER a WRB LAYER �1, FORTIFIBER ..r WRB LA ER 02 FO TIFI BER i BUILDING PAPER "2 FORTIFIBER BUILDING BUI A LD PAPER BUILDING PAPER METAL LATH I \ / I SST BCCOYWRAP —ER 01, 6'x6' SELF -ADHERING MEMBRANE I FLASHING OVER 4'x4" f1f To �' ( INSTALL FASTENERS (CLIPS, � SELF -ADHERING MEMBRANE FLASHING OVER APPROVED LATH SHALL NOT GAP MIN. WOOD SHEATHING STRAPS, STAPLES) AS ; . HOUSE WRAP. BE CONTINUOUS W TO a' b' TO e' I REQUIRED TO SECURE MIN' MIN. THROUGH CONTROL �-I FLASHING TO EXTEND ONTO PIPE PIPE/ WIRE TO FRAMING JOINTS BUT SHALL,: :.. ,.::, , a<,,.�,•;.. •,s . ,,; e..,<? , ,.:, q , ., �;., 4'x4' SELF -ADHERING MEMBRANE BE STOPPED AND , .. {' ` FLASHING OVER APPROVED HOUSE WRAP. TIED AT EACH SIDE. r MIN LATH FLASHING TO EXTEND ONTOPIPE PER ASTM C1063 PROVIDE 2X4 BLOCKING LAP, 4' OVER — PLACED FLAT MAX. W TO 8' ALL LAP 1.10.1.4 FROM CONTROL JOINT WHEN i . CONTROL JOINT FALLS ON 2 APER LAP �e' CONT. BEAD OF SEALANT 1. FASTENERS FOR LATH TO BE NAILS OR i STRUCTURAL STUD SCALE: 1 1/2'sV-0' I INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER 2. WIRE TIES TO BE (NO. 18) 0415' WIRE � � / .0 ' SHEATHING 3. BLOCKING SHOWN MAY BE IN ADDITIOI* TO WALL STUDS REQUIRED PER PLAN / \ I ELASTOMERIC COATING OVER STUCCO/ j C.Y. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER SECTION R703.7 Exterior lathing and plastering NOTE: SHEATHING Exterior use of portland cement plaster SIDE LAPS OF METAL f shall comply with the application PLASTER BASES SHALL requirements of ASTM C 926-12A. BE SECURED TO BUILDING i 6' MIN. Installation of exterior lathing and framing » ►� FRAMING MEMBERS. PAPER LAP shall comply with ASTM C 1063-12A. 1 M TYPE CONTROL JOINT THEY SHALL BE TIED BETWEEN SUPPORTS WITH OZ415-IN. (121-MM) STUCCO ' JS' LAP ® LATH WIRE AT INTERVALS NOT awl 3' LAP s PAPER MORE THAN V (229-MM). R, AS PER ASTM C1063 I. FOLD INWARD • PT. A O L FOLD INWARD • PT. A I.S.I. FIFE FENETfRATION DETAIL (F fRA�I E ) ® 2. CREASE • PT. B ® K I C K O U T NOTE: 3 A FOLD FOR REPAIR OF TEARS ® IN WRB LAYERS, TEARS HORIZONTAL LATH N.T.6, DETAIL MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL 4 STICK • 4g• O1. FOLD INWARD • O 1. FOLD INWARD • PT. A WOOD SHEATHING OR CMU PT. A 2. CREASE • PT. B WRB LAYER "1, 2• CREASE STUCCO WRAP(FRAME ONLY 3. GREASE • M. G 3. CREASE • PT. C ,"%-�: 4. FOLD PT. C OVER PT. B TILL PT. C TOUCHES BorroM FLANGE ® THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU)L E E N D x METAL LATH (FRAME ONLY) ® ©FOLD © LAP UJRB TAPE OVER DRAINAGE FL ANE C WR5 ��. ROOF/WALL SCREED FLANGE WATER TIGHT SEAL. FOLD, 122 b Qj• CUT. ' THICK, 3 COAT CEMENT ? 5'X5' 'TYPE CONTINUOUS W 5 L A NT" E R *2 ( F O RT I F 15 E R ...... PLASTER (FRAME), I/1' 2 COAT -� GALV. METAL FLASHING CEMENT PLASTER (CMU) z (NAIL TO ROOF DECK, NOT BUILDING FAPE R WRB LAYER 02, FORTIFIBER WALL SHEATHING) BUILDING PAPER (FRAME ONLY) �,�,, WRB LAYER 01, �► CAP SHINGLE - DO NOT NAIL, M T, L_ LATH X X X X .,i,'war,+" �► STUCCO WRAP (FRAME ONLY) LAP LAYERS OF:BUILDING WRAP INSTALL WITH ROOF CEMENT S �r` a�4��% not OVER NAILING FLANGE, STOP WRB APPROX. I J4' ABOVE •;•;�', Yw. SHINGLES (FRAME ONLY) 6• a :ti=y •., :. FRAME OR CMU . , , .. , EXTERIOR \ ROOFAUALL SCREED ROOF CEMENT 3x6 WALL FLASHING I ROOF PER ELEVATIONS WOOD SHEATHING KICK -OUT FLASHING (SEE I � DETAIL) yj" �� \ &E L_F - AD HE 5 I VE FL_ A5H ING - - - - - - :;.. NOT 1'-IETAL_ LATH: LATH TO BE FER SECTION FELT UNDERLAYMENT WATER TIGHT SEAL (FIEND OR /f� C� C� )VOTE+INSTALL KICKOUT ALDER DO NOT CUT) R103.1.1 / A5T� C — J tIN. L55. SHINGLE ROOFIW_v A FLASHING AT BOTTOM OF ROOF 4 DRIP EDGE: OVERLAP 3', WALL INTERSECTIONS PER & Q. YARD C U T I L_ I T"r O R N O� I N A L EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASCIA WRAP 7 2 �)L FLASHING- H I N D L• A T � � O � C� V NOT � � � T & P � C I � I `.%� / A � (O N �.C� / / ) FASTEN 4' Or— MAX.�� N.T.S. U41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W � o ID w N } � — w w w o 0 � U a � V q 0 (�j F N N v 4 w Lu w Q w Q Uj � % [w., CP c °' C A 0 A h V SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/4" SHEET WAS INSTALL (V SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6" SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE: OVER TOP 4 SIDES 1. BOTTOM, 2. SIDES, 3. TOP X: VENT CAP 15 TO BE SET IN BED SELF WOOD SHEATHING WOOD SHEATHING OF: SEALANT AT TOP AND WRI5 LAYER 01, FLASHING SIDES ONLY. SEALANT 16 TO 5E WRIB LAYER 01, STUCCO WRAP UNIT TOOLED 50 AS TO DEFLECT STUCCO WRAP WRB LAYER "2, FORTIFIBER WATER AWAY FROM JOINTS. 7, M DING PAPER E-Z BEAD ALL AROUND PREMANUP. DRYER VENT -APPLY SEALANT ALL VENT CAP (SET IN FORTIFIBER JOINTS AND INTERSECTIONS CONT. SEALANT) U)O0D ij ; 1/8' TEXTURED BUILDING PAPER CONST14 TION FINISH * WOOD APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL MEMBER 0 "1 a O.C. MAX ON ALL SIDES, 41 CAULKING JOINT SEALANTO ALL AROUND a, CMU J" THICK, 3 COAT CEMENT TOP 4 SIDES PLASTER Ya' TO)J" MID -WALL PER SECTION R703.7 WEEP SCREED 75< Exterior lathing and plastering (L ]BACKER ROD Exterior use of portland cement plaster TO )/a" MID -WALL shall comply with the application 6'DRYER VENT (BLOCK) WEEP SCREED requirements of ASTM C 926-12A. 6UJIDE STRIP SELF X ADHESIVE FLASHING, CLEAN Installation of exterior lathing and framing MASONRY BEFORE APPLYING r X.shall comply with ASTM C 1063-12A. WRIB LAYER 01, (o" SELF-ADHESIVE �TEXTURED FLASHING FINISH MASONRY STUCCO WRAP HOODED VENT BUILDING PAPER WOOD FRAMED OVER 'QUICK FLASH' WALL HORIZONTAL WEEP SCREED J' THICK, 3 COAT CEMENT PLASTER (FRAME TO BLOCK). METAL LATH HORIZONTAL WEEP SCREED WRIB LAYER 02, FORTIFIBER PIPE T14ROLIG14 (FRAME TO FRAME) BUILDING PAPER WALL WOOD SHEATHING DRYER VENT (FRAME) 6' SELF ADHESIVE---,,, FLASHING (INSTALL PER MANUR SPECS.) all BUILDING PAPER WOOD SHEATHING UNDER 'QUICK FLASH' WR5 LAYER 01, WR5 LAYER 01, CUT OPENING IN STUCCO WRAP STUCCO WRAP APPROVED HOUSEWRAP WR5 LAYER 02, FORTIF15ER FOR BOX INSTALLATION BUILDING PAPER WOOD CONS A TUCTION CUT `X' INTO X . WR5 LAYER 01, SELF -ADHERING ENT PENETRATION STUCCO WRAP MEMBRANE FLASHING METAL LATH SCALE: N.T.S. APPLY SELF -ADHERING VINYL CASING BEAD WRAISED BAND MEMBRANE FLASHING WOOD SHEATHING Mu OVER BOX AND OVER TO)J' MID -WALL WEEP SCREED APPROVED WR5 LAYER STE F '*I 5TE F *2 ro' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING APPROVED Z FLASHING HOUSEWRAP WRIB LAYER 01, BELOW STUCCO WRAP ELEC. METER FIELD ELEC. METER FIELD STONE VENEER VERIFY LOCATION SELF -ADHERING APPLY 60 MIN OVER SCRATCH COAT VERIFY LOCATION CUT SUCH THAT MEMBRANE FLASHING NO MEMBRANE GRADE 'D' FELT ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER AND ONE (1) LAYER OF PAINT APROVED .......... . HORIZONTAL RIZO NTAL WEEP S C REED W/STONE VENEER PRIOR TO INSTALLING ELEC. HOUSEWRAP L METER \_ WR5 LAYER 02, FORTIP15ER (FRAME TO BLOCK) • CAVITY TO BE FILLED 5TEF #3ATE BUILDING PAPER WITH RIGID POLYMERIC F *1.4- LEGENT-,\ ISOCYANOTE-POLY15LEND FOAM IJ- ("GREAT STUFF" OR SIMILAR) APPLY A SILICON ELA5TOMERIC DRAINAGE PLANE (WR5 BASE SEALANT AT POINT COATING OVER STUCCO/ C.V. FINISH LAYER STUCCO WRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z 5EAD-01- • 0 • 0 • 0 0 (SEE TYPICAL WALL SECTION) 0 *00000 0 OVER 60 MIN 00 00 0* 00 WI;R5 LAYER *2 (FORTIF15ER GRADE `0' 0. METAL LATH AREA TO RECEIVE FELT -PROVIDE 0. 0 BUILDING PAPER) ;? ;? STUCCO SCRATCH COAT SEALANT AT ALL JOINTS AND METAL LAT�4 X—X—X—x 1 COAT OF PAINT W/5ACK- 00 ;0*0 INTERSECTIONS 0 .000 ROLL PRIOR TO 0. 0. OX 1 4 ELEC. METER INSTALLATION STUCCO( F_ —PROVIDE -STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING DISCONNECT 5TE F '*E�_ 5TE F NOTE., ELECTRICAL RECEPTACLE METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT 9 [,Olt & R7103.1.1 A5TM G-5471-OCJ, MIN. 2.5 L55. S PENETRATION PER &a. YARD (UTILITY OR NOMINAL LATH PCE5 NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 oLU LU o (L 0 W� Q U.1 a LU %j CQ ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000-36091 MODEL: 3EFB "2447-ROBIE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. PRINT 05/26/20 DATE: I SCALE: 1/4" = IA" I SHEET WA2 WOOD SHEATHING EXT. WOOD FRAMED WALL COLUMN SHEATHING ---- WEATHER RESISTIVE WRB LAYER P SUB -FLOOR DECKING - STUCCO WRAP '- ` BARRIER "I 3' X 3' 26 GA. GALV. '� , WEATHER RESISTIVE WOOD WRB LAYER "2, FORTIFIBER FINISH LAYER l2 LAYER METAL DRIP EDGE BARRIER 02 BUILDING PAPER PRE-ENG'D TRUSS _ ____ _ SET IN FULL BED OF ;f _ CONSTRUCTION PEEL 4 SLICK) _ 6 , 3/4' HAT CHANNEL ' THICK, 3 COAT CEMENT WEATHER RESISTIVE 6' PEEL E f SEALANT,,' MIN. j' I, :; SAP. W/Ns' TYPE 'X' DRYWALL PLASTER BARRIER 01 SPACE FROM DRIP j PEEL STICK 6' SAP. m TOP OF WEEP SCREED WEATHER RESISTIVE SLICK DRIP FACE TO TREX \ TO SHEATHING BEHIND WEEP SCREED BARRIER 02 DECK EDGE TO I FULLY 'L' FLASHING; ' THICK, 3 COAT CEMENT .._.. '� N ROOF CEMENT 4' POSITIVE DRAIN V RIES ""--'-'� .. WOOD SHEATHING ------ -- WEEP SCREED PLASTER ? 1 V X 3' 26 GA. GALV. �\ METAL LATH y4' GAP FOR BACKER METAL DRIP EDGE WRB LAYER "I, , `� ROD 4 SEALANT y4� GAP FOR BACKER SET IN FULL BED OF STUCCO WRAP ` WOOD SHEATHING I i2'XI 3/4, P.T. OR SIMULATED ■ WOOD (TREX) FILLER, 1i MIN. THICK 3 COAT CEMENT ` VINYL CASING BEAD • \ CONTINUOUS ROD < SEALANT SPACE FROM DRIP PLASTER i �/� . < FACE TO TREX WEATHER RESISTIVE V SELF-ADHEREING WATER PROOFING let WEATHER RESISTIVE VINYL CASING BEAD :. BARRIER "1 AM66-WFWC-"180 CUSTOM CASING BEAD FLASHING WRAPPED �` ,/ BARRIER "1 LAYER (2 LAYER PEEL d ,>f' - " WEATHER RESISTIVE > .:... 0 TOP OF WEEP SCREED EXTERIOR GRADE STICK) WRAPPED FROM BARRIER "2 DRY WALL ' ~ '„ .; � WEATHER RESISTIVE WATER PROOFING let -- � , � TO SHEATHING BELOW BALCONY DECK TO -- --cop mmi ra ml , Pe BARRIER "2 LAYER (2 LAYER PEEL _ _ ---- EXTERIOR COLUMN '/ 1 ,. I ; COLUMN SHEATHING � CANTILEVER ' WRB LAYER "I, ' THICK, 3 COAT CEMENT 4'"`r "'' '' 4 STICK) `•�� ;PAWMRC adTM STUCCO WRAP 4' POSITIVE DRAIN PLASTER ' WEEP SCREED 6' PEEL < STICK t ti DECK MEMBRANE _ � VINYL CORNER BEAD DRIP EDGE TO DECK `•, 6' SAP. �;� -� ,, ; �';L�, , . , .,. ► ! EXTEND OVER DRIP , PEEL t STICK WRB LAYER *2, FORTIFIBER VINYL CASING BEAD SUB FLOOR EDGE '�, I �z'x3' 'L' FLASHING BUILDING PAPER SSHOWN FOR CLARIFICATION IN FIELD NOG - ~`FULLY EMBEDDED IN ______ ___________ FICATION OF ® - 3' X 3' 26 GA. GALV. SUB FLOOR f 1 m SEPARATE ACCESSORIES ONLY) , ' METAL DRIP EDGE ! ROOF CEMENT -- ------ OF .:.. , . ....-------------------------- --------------- --------------------= SET IN FULL BED , 6' SELF- ADHERE ING 1 X 3 26 GA. GALV. 3 I SEALANT ii MIN. --------------------------------------- ---- ' '• 1 i� XI /4 P.T. OR SIMULATED ---- METAL DRIP EDGE FLASHING WRAPPED � SPACE FROM DRIP WOOD (TREX) FILLER, , ; P.T.OR SIMULATED SET IN FULL BED OF STUCCO YWRAP ` =v ; ER 01,� � CORNER OF CANTILEVER � � � FACE 70 TREX " CONTINUOUS ; + E SEALANT, � MIN. �� ` n , 4 POSITIVE DRAIN _- VINYL CASING BEAD WOOD (TREX) FILLER, ; ` - SPACE FROM DRIP AMICO AM66-WFWC--I8Q 2 WEEP SCREED y4' GAP FOR BACKER CONTINUOUS ''FACE TO TREX CUSTOM CASING BEAD ROD t SEALANT WATER PROOFING let y4' GAP FOR SEALANT '' VINYL CASING BEAD ,.. FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t PEEL SLICK) SLICK) WRAPPED FROM OPT. BACKER ROD. I WATER PROOFING let CANTILEVER DRIP MODIFIED 90 3/4 RESILIENT BALCONY DECK TO STICK)E(2 LAYER FEEL WRAPPED FROM I NO GAP IN FIELD HAT CHANNEL ° CANTILEVER 3/4 RESILIENT ' (SHOWN FOR CLARIFICATION OF 10 EDGE VINYL CASING BEAD �' THICK, 3 COAL CEMENT HAT CHANNEL BALCONY DECK TO PLASTER VINYL CASING BEAD CANTILEVER SEPARATE ACCESSORIES ONLY) I ; ;:?. CASING BEAD METAL LATH' THICK, 3 COAT CEMENT 5/8' TYPE "X' DRYWALL c ; WOOD SHEATHING ' :': PLASTER 10 A DTL. CP C ANT. WEATHER RESISTIVE SCALE: 11/2' =1'-0' FINISH t PAINTED W/TEXTUREDEX FAINTED ; ; METAL LATH E G E N BARRIER 01 ' WEATHER RESISTIVE D WOOD SHEATHING THICK, 3 COAT CEMENT BARRIER 02 FINISH --- PLASTER 4 POSITIVE DRAIN" THICK, 3 COAL CEMENT 4 POSITIVE DRAIN '' II II WEEP SCREED NOTE; DRAINAGE PLANE ANE C WRB VINYL CORNER BEAD WEEP SCREED PLASTER NO GAP IN FIELD LASER #1, 5 I UCCO WRAP/ VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF METAL LATH: LATH TO 5 E PER SECTION (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY 2.5 L 55, WR5 LA�ER *2 (FORT IF (5ER ...... — — SEPARATE ACCESSORIES ONLY) PEfi� SQ. �'' R �I�TI ITS O NOMINAL 5UIL_IDING PAPER) BALCONY DRIP BALCONY DRIP L 11A EDGE INSTALLATION 11C EDGE INSTALLATION C9) COLUMN LATH DOE5 NOT MEET SPECIFICATIONS) >�ETAL LAT}...I x x x x (Wr"L" FLASHING) SCALE: NTS WOOD CONSTRUCTION 5TUGGO a WOOD SHEATHING !IT , `• WEATHER RESISTIVE BARRIER 01 WOOD 61II4E 4�T�-IING 2x FRAMING MEM5E�' UJRB LAYER "i, 1 3/4 RESILIENT WEATHER RESISTIVE STUCCO WRAP ;I HAT CHANNEL I " BARRIER 02 _ _ _ _ _ " THICK, 3 COAT CEMENT WOOD SHEATHING SELF-P-ADHESIVE FL-A5HING PLASTER _ VINYL CASING BEAD I; WRB LAYER "2, FORTIFIBER =`` r �- �' THICK, 3 COAL CEMENT BUILDING PAPER- 2 1/2 ° CORNER BEAD UJRB LATER 1 ' PLASTER 5/6' TYPE 'X' DRYWALL "'' METAL LATH FASTENED TO SHEATHING METAL LATH r ;' i W/TEXTURED d PAINTED I 1 " O.C. MAX. �= _ STUCCO WRAP WOOD SHEATHING = ! ' FINISH � X4 � X ' 1 = N THICK, 3 COAT CEMENT �' j x i U1RB LATER2, FORTIFIBER THICK, 3 COAT CEMENT " ' . l2) 2x12 HEADER PLASTER `'"� �- I ' PLASTER `i ! i BUILDING PAPER x �=—WRIB L,41'ER`l, " EL D ER METAL LATH I:. 6 5 F- A H INGt; 4 POSITIVE DRAIN;, ' -'' ! VINYL CORNER BEAD `` WEEP SCREED STUCCO WRAP FL�4SI-41NC� THICK 3 COAT CEMENT x WOOD SHEATHING '=� ,� ~`' (EXPLODED VINYL CASING BEAD NO GAP IN FIELD ! ;:, VIEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP ' 4 CLARITY11, )-�`-- DRIP EDGE WRB LATER 02, FORTIF15ER ,,•�:, .�I 11 D INSTALLATION -- - BUILDING PAPER WINDOW FLANGE - ----- - 1 WRB LAYER sl, x WOOD CONSTRUCITON CORNER BEAD k FRAME STUCC WRAP , " 14A f 2 1/2/ ` . WEATHER RESISTIVE WRB LAYER 02 FORTIFIBER a BARRIER 01 CORNER BEAD BUILDING PAPER x� WEATHER RESISTIVE (FASTENER 4 SPACING a 71" O.C.) BARRIER 02 METAL LATH VINYL CASING BEAD �' THICK, 3 COAT CEMENT N '� ' THICK, 3 GOAT CEMENT ; PLASTER f PLASTER 5/6' TYPE 'X' DRYWALL METAL LATH '� '- i W/TEXTURED E PAINTED WOOD SHEATHING 6 "SELF -ADHERING �� = FINISH , J i THICK, 3 COAT CEMENT HEADER/BEAM CMU FLASHING r PLASTER, 1 � I' VINYL CORP. 4 5/ " THICK, 3 COAT CEMENT ' VINYL CORNER BEAD It PLASTER APPLIED DRIP GAP --- -'' POSITIVE DRAIN ----- - WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CORNER BEAD k B LO C K CASING B E AD C WINDOW 14B15B 11EDRIP EDGE INSTALLATION (FRAME, NO BAND, 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W R ra 0 � V 0 4 o j oo ~ = e w °L w v 4LuQ Lu w w Q o 0 4 op Q, Q a, 0 0 61 C 0 C �i v SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA ;T91 WI',,r 1:*s,: _iI PRINT 05 26 20 DATE: SCALE: 1/41' = 1'-0" SHEET WA3 '--------------------------------------------------------------- -------'------------------------ \ ' GAP TYP g" THICK, 3 COAT CEMENT ,, _," THICK 3 COAT CEMENT -\\ Y4 WOOD SHEATHING EASING BEAD PLASTER \ PLASTER 1X TRIM MEMBER TO TRIM METAL LATH SEALANT METAL LATH ` WRB LAYER *1, STUCCO TO `X WRB LAYER *2, FORTIF15ER STUCCO WRAP ..,. WOOD SHEATHING SIDING TRANSITION BUILDING PAPER ° , ° ° 11 SIDING a WOOD SHEATHING WRB LAYER *2, FORTIF15ER IBUILDING P PER _ I URB LAYER #1, LI WINDOWFRAME STUCCO WRAF _ I BER ....._--•- 4` ! ................................................METAL LATH 1UF ' BUILDING PAPER ' j 6,i I WRB LAYER *I, J' THICK, 3 COAT CEMENT x i WRB LATER 02, FORTIF15ER STUCCO WRAP WRB LAYER * 1, I I STucco WRAP PBUf LD lNG PAPERE-ZLASTER i I lUJBFLEX BLE FVCCASING ROD) ' ti 6 "SELF -ADHERING I METAL LATH CASING BEAD_-....•.,...........v.-......--,-.... ..8 FLASHING • IT!. 6" SELF-ADHEREING \ `IExPLODED TRICK, 3 COAT CEMENT FLASHING OR PEEL STICK VINYL ANGLED I CASING BEAD VIEW FOR PLASTER I WRB LAYER 01, STUCCO WRAP, 15"^:�`•:; ; CLARITY) SIDING TO STUCCO ; ' \ WRAPPED AROUND FRAMING ; - -. CASING BEAD ; MEMBER \ k`:i i ~- 18 I 6 SELF ADHESIVE FLASHING DRIP CAP _ (CROSS SECTION) I I ----- WOOD SHEATHING I WINDOW FLANGE WRB LAYER *1, , STUCCO WRAP ,i ''� ' 2 X FRAMING ' MEMBER DETAIL BELOW EXPLODED VINYL ANGLED BEOD�cp srleucrlON .,\ \\ /� \CASING BEAD FOR CLARITY ' \ WOOD SHEATHING WEATHER RESISTIVE WRB LAYER *2 FORTIF15ER -' \ BARRIER 01 ----------------------------------------------- ------------------------------------------------- BUILDING PAPER i WEATHER RESISTIVE / BARRIER 02 ' \ METAL LATH .! f I X 'I Y4 LAP SIDING 6' SELF -ADHERING 1 } /6 REVEAL / ; FLASHING ' THICK, 3 GOAT CEMENT 1 :::a:ri f 6' SELF -ADHERING THICK, 3 COAT CEMENT '/a G,4P T1'P PLASTER PLASTER ,\ \ :' '.1 FLASHING BARRIERRESIStIvE \ \ \ '� WEATHER RESISTIVE CASING BEAD .\ w..:: STARTER STRIP \ BARRIER n SEALANT TO WINDOW METAL LATH 6"SELF-ADHERING \, '; .':° ..' ,1 \ ` FLASHING ' t DO NOT CAULK OR I �/ 6' SELF -ADHERING I / FLASHING ;, � � �': � !ij � � '' SEAL OPENING I \ j _ _ GALV'D METAL RI CA - GAFLA°sNIG L 'Z' FLASHING I WRB LAYER "2, FORTIF15ER ; ----' DO NOT CAULK OR I BUILDING PAPER I ---"--- - ---- I Ya' X 6' SIMULATED SEAL OPENING ; WINDOW FRAME ; WINDOW FLANGE WOOD TRIM MEMBER WOOD SHEATHING STUCCO CASING ° CASING BEAD @) WINDOW BEAD /' \ I V X 6' SIMULATED ° ° I WOOD TRIM MEMBER H \ I - - a a4 SEAL GAP W/CAULKI� w(FRAME, W BAND\ APPROVED SEALANT •• a I' I STUCCO CASING 1 BEAD I I SIDING TO STUCCO WRB LAYER 01, 1 STUCCO WRAP (6) BLOCK TO FRAME I I WOOD SHEATHING TRANSITION 19 " ; 6 WIDE PEEL E STICK OVER FLANGE ; WINDOW FLANGE ; METAL LATH NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO 5E PER SECTION �� 2X FRAMING (W//8 FLEXIBLE PVC BACKER ROD) WRB LATER #1, R`03.-1.1 / ASTM C-S41-09, MIN, 2B LBS, MEMBER STUCCO WRAP WOOD SHEATHING PER SQ. YARD (UTILITY OR NOMINAL APPLY FULL BED OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS) FLANGE BUILDING WRAP BUILDING WRB LAYER 02, FORTIF15ER "-_r_ ---- WRAP BUILDING PAPER WOOD CONSTRUCTION ' WOODSHEATHING ------------------------------ --------------------------------------------------------------- i I W R5 L Al R *1 BEYOND 6' SELF -ADHERING FLASHING " THICK, 3 COAT CEMENT STUCCO WRAP WEATHER RESISTIVE ,,� AST ' ' I BARRIER "I /%" I ' \ BARRIER WEATHER01 ISTIVE O LAP >< FLER = j 1 I WEATHER RESISTIVE / \ 6' MIN. ABOVE TOP ° II I I BARRIER °2 / / / OF 'Z' FLASHING E Z B E AJD WINDOW CASING I X I I X I R UJ%6 Ivi=AL P SIDING 4,F/ WRB LAYER #2, FORTIPI16 I '' II / ' I WEATHER RESISTIVE I 5U I L D I NG PAPER 6' SELF -ADHERING - BARRIER VINYL ANGLED I FLASHING ? \ + WEATHER RESISTIVE CASING BEAD 1 I \ / BARRIER 02 z ` 1„IE TAL LATH / \� \� VINYL CASING BEAD i STARTER STRIP 1 � � zAF>_ D HING METAL �i__ ___ _ __ ___� DO NOT CAULK OR I /-� ��// /-� SEAL OPENING DO NOT CAULK OR S II TH I C</ 3 COAT CEMENT \ SEAL OPENING (EXPLODED /� C 41 VIEW FOR PLASTER *Z" FLASHING METAL WEATHER RESISTIVE LEGEND 'Z' FLASHING BARRIER � TO LAP CLARITY) WOODY RIM SIMUMEMLATED ` ` 6' MIN. ABOVE TOP OF Z FLASHING E-Z BEAD VINYL CASING IpD6TRM MEMBER DRAINAGE PLANE (UJRB BACKER FLEXIBLE PVC \ / I LAYER 01, STUCCO WRAP) BACKER ROD) � \ / I ' SELF -ADHERING FL SELF -ADHERING FLASHING I I 1 WR7� LAYER (FORTIF15ER F I BE R FLASHING \ 7a' THICK, 3 COAT \\ ' SEAL GAP W/CAULKII-s CEMENT PLASTER I OR APPROVED SEALANT BUILDING PAPER) WEATHER RESISTIVE " WEATHER RESISTIVE BARRIER 1 BARRIER M METAL LATH X X X X CASING BEAD RAISED WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER 02 (W/%' FLEXIBLE PVC BACKER ROD) STUCCO 9 d BAND SIDING TO STUCCO WEATHER RESISTIVE (FRAME) BARRIER 02 17A SCALE: 1 1/2" =1'-0" @ FRAME TO FRAME WOOD SHEATHING TRANSITION 19 SELF-ADHESIVE FLASHING — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w q CA w o > _ a u °C ~ V W � � W Wcp Q c °, � C e 0 a C v SVSDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT: 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA ND A. ABOUCH, AR NO 93723 PRINT 05 26 20 DATE: SCALE: 1/4" SHEET 1 I I I 11 1\ 2x(o SUB -BAND W/1"x4" NOTCH s END, WRAPPED PEEL # STICK IN 1� I\ I� I\ I \ I � METAL FASCIA WRAP ys" FROM �\ STUCCO, 1 FROM ,Q r UJOOD UJALL \ ��. EXTERIOR WALL (FRAME OR CMU) °All" _ \ IN, .ten 1 \ NOTE- NOTCH FOR 2 X( \ DRIP EDGE '1/8" TEXTURED FINISH m WOOD 1/2" TEXTURED FINISH a CMU METAL FA 2X6 SUB I'. 1/9' TEXTURED FINISH 6 U OOD, 1/2' TEXTURED FINISH m CMU METAL LATH UJOOD SHEATHING OR CMU UJRB LAYER *I, STUCCO WRAP (FRAME ONLY) WRB LAYER "Z, FORTIRBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT - RFZ 10VED ,EYOND) OFF WALL :CO) > FINISH :TUBED W/1 "x4" NOTCH a IN PEEL 4 STICK WRAP 1 " OFF S SAND 2 " L PRE -ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2"x4"x4'-011 SCABBED TO TRUSS W/126 NAILS (o"-8" O.C. MAX. 2x SUB - SAND WIV "x4" NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL 0S WALL W KIC K- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUS -SAND WIV"x4" NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND l IV2"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w � � y w o > U a w n U °C a �+ 0 a e cp U W Q A Lu n o Q n o Q LLI � e cl 3; a Is cq zz e a e Eel SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB '2447-ROBIE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXLmC fPRINT DATE: 05/26/201 SCALE: 1/411 = 1l-0" SHEET WAS c a 2'-0" FoTew7u 16'-0" 20'-0" 2'-0" 11'4" FOUNDATION PLAN SCALE: 1/4 = V-0" 7'-0" 11'-4" mm FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, DINDICATES #6 BAR,OINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2) #5's - (+)0,-0" FM-16x18 16" CONTINUOUS 18" - (2) #5's _ (+)0"-0" FMC-16x18 16" CONTINUOUS 18" - (2) #5's VARIES CW-12x12 12" SEE PLAN 12" - (2) #5's - (+)0"-0" CWC-12x12 12" SEE PLAN 12" - (2) #5's VARIES TE-2 12" SEE PLAN 8" - (2) #5's F-24x24 24" 24" 12" (2) #5's (2) #5's TE-1 8" SEE PLAN 8" - (2) #5's - (-)0'-4" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w � J 7 W o 0 N > 0 _ U w Q 0 w Q � V oc � 4uj }}}uj��� uuj Q w 4 a %i M f 0 Q v SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN ILJ60 MPH EXP. C. PRINT DATE: 05/26/20 1 SCALE: 1/4,t = 1'-0" SHEET sl 30" MIN. EACH WAY G MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _ Q STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND F7 CELL SEE PLAN FOR SIZE AND Q d 0 >- SPACING REQUIREMENTS Jo } SPACING REQUIREMENTS I— p � of aUJ _ °:� ° D o GARAGE DOOR W U W p p °p W RECESS m U 00 J d Q D D° FM QJ U = z 8" CMU WALL O a'' 8" CMU WALL p . CORNER BARS, SAME SIZE AS BAR W w 8 O c4 — o z_ cy) IN FOUNDATION WITH 30" LEG EACH W^ /_/ 1 o +_ 0 -0 I WAY AT ALL CHANGES IN DIRECTIONS cn TOP OF SLAB co TOP OF SLAB I ..o ° SO THAT THE STEEL REINF. IS CONTINUOUS OV ° ° d MATCH AMOUNT OF CONTINUOUS BARS ° SEE SLAB SCHEDULE ° ° -VARIES I ° D IU ,aFOR N, MASONRY EXT. PORCH SLAB 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE • APPLICABLE) _z ° SEE SCHEDULE FOR WxD, BAR SIZE iv AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" SEE SLAB SCHEDULE TOP OF GARAGE �. I CONTINUOUS STEEL MONOLITHIC UNITS SET EXT. PORCH SLAB ° FOOTING REINFORCEMENT SEE SCHEDULE 7=0„ AT ELEV: 4" CHAMFER (1-STORY) 0'-0" W/ 1/2" ISOLATION d 6" CHAMFER (2-STORY) JOINT (WHERE • 4 SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) z ° FOR WxD, BAR SIZE � DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING 1 SCALE:3/4"=1'-0" &EXTERIOR MONO -FOOTING GARAGE SCALE:3/4"=1'-0" MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=V-0" RECESS AROUND 4 DOOR OPENING GARAGE SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. —VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE TZ 2" CAPPED W I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE j NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT.29 W/FLANGE @ BASE O 0- SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO a EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY o i+� J Q 8", UNO a FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. ADDITIONAL METAL _ w SPECIFICATIONS FOR U) a BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO = COI USE AND COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4) 1/4" X 2 1/4" F- o PREPARATION OF w HOLES, DO NOT USE 10d W cn W UPLIFT IS PRESENT. TAPCONS AllAllHOLE. W x 3" w SEE SLAB SCHEDULE SEE SLAB SCHEDULE � a a a ° o O O� M �Q� +- 0'-0" TOP OF SLAB ° ° a +- 0'-0" TOP OF SLAB F4"'CHAMFER (1-STORY).a ° 6" CHAMFER (2-STORY) ° ° • a a �° ° • A °. EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD AND BAR QUANTITY AND BAR QUANTITY SCALE:3/4"=1'-0" ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION 7 Q V 6 SCALE:3/4"=V-0" (W/ UPLIFT ) SCALE:3/4"=V-0" NO UPLIFT ( ) SCALE. 3/4 1 0 \ LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO 0 0- PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL F. 16" O/C STAGGERED. a W ADDITIONAL METAL m U CONNECTORS NOT a REQUIRED WHEN NO (n UPLIFT IS PRESENT. 8 CMU WALL oM Z • POURED LINTEL CONT. (TYP.) +- 0'-0' OIL+" 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE - ° ° ° TOP OF SLAB I •;�;: 2X WALL FRAMING . , +_ 0'_0" 1 SLAB SCHEDULE !, •• 1/2" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB a ° z Z ° - "� MINIMUM EMBEDMENT INTO ° "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° ° 00 ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX = POURED MONOLITHICALLY WITH ° °. —•—° FOUNDATION AND SLAB SEE SCHEDULE 4 ° ° SEE SCHEDULE FOR WxD, BAR SIZE • • FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL AL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 9 SCALE:3/4"=V-0" (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W � � 4 o > � _ W a w U EQ N W A w w� w 4 uii Q w M 0 � F V SUBDIV. & LOT: ABBOTT PARK LOT #36 B LK #9 PROJECT 04181.000- 36091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C 00 ARCHITECT - STATE OF FLORIDA 11� D a AM AR N 3723 PRINT 05 26 20 DATE: SCALE: 1/41' = 1'-0" SHEET S1. 1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND MIN. 10" T EAD W/+1" NOSE z SPACING REQUIREMENTS o } 8" CMU WALL _ #4 REBAR ( TYP.) ~ g 0- PAVERS +- 0'-0" +- 0'-0" CO U 8" CMU WALL W � TOP OF SLAB ° • TOP OF SLAB o SEE SLAB SCHEDULE CO U J Z 1/2" RADIUS OR o j � SEE SLAB SCHEDULE dCHAMFER ° . ° ° Orl 01-01, a • ° TOP OF SLAB SEE SCHEDULE > a FOR WxD, BAR SIZE w w ° z w4 a a. AND BAR QUANTITY Q 2 Oo ° • i:° ° > .J 9 EE SCHEDULE • m (D FOR WxD, BAR SIZE _� EQ. EQ. SEE SCHEDULE AND BAR QUANTITY FOR WxD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL 3 INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL AT ALL PAVER AREAS SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN Z_ STEEL REINFORCING IN GROUTED PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING CELL SEE PLAN FOR SIZE AND WALL W/ SYP No 2 STUDS SEE Q 0_ SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE >' BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ ~ -VI-7 PROVIDE DBL. TOP PLATE 1/2"x9" WEDGE ANCHOR W/ 2" m U WASHER SET IN HIGH STRENGTH 00 — _j i EPDXY 5-1/2" EMBED. MIN. @ 16" SIMPSON SPH4 OR SPH6 OC MAX. w W - _Z 8" CMU WALL BTM AND TOP PLATE O m ANCHORS W/ 10d x 1 1/2" o +- 0'-0" +- 0'-0" COMMON NAILS FILL ALLx X. ° TOP OF SLAB ° a ° ° a q TOP OF SLAB HOLES, DO NOT USE 10d ° ° x 3" SEE SLAB SCHEDULE ° a ° Z 4 SEE SLAB SCHEDULE — W ° Q + 01-01, EXT. PORCH SLAB ° •� . 4" CHAMFER (1-STORY) TOP OF SLAB a W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) ° JOINT (WHERE ° ° APPLICABLE) Z_ MATCH STEEL REINFORCEMENT ° . 6" PVC CHASE - PER SCHEDULE THRU FOOTING N SEE SCHEDULE �> ° Ch Q °. ° .. ° a ° d ° 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE MATCH STEEL AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 SCALE:3/4"=V-0" (W/ UPLIFT) SCALE:3/4"=V-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1441 N. RONALD REAGAN BLVD LOL0NGWOOD, F3275 PH: 407-774-6078 Ag08FAX: 407-774-47 dwwwup.com.abe00A#: 03325 W p u o w v y = a o U qidip W Q J 0 Q 0 4 e tv M cp 0 0 0 6 V SVBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT STATE OF FLORIDA ND A. ABOUCHAM AR NO 93723 PRINT 05 26 20 DATE: SCALE: 1/4" = 1'-0" SHEET S1.11-31 ^-- - - - 1 I I I In T-r-rrT- MI 111 .� - - -- -- - - - .. I � � �� 26'-10" .. 20'-0" 16'-0" 14'-2" 12'-0" 8'-4" 4'-4" a 0 N o bo 00 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325cz Llug UCk CA F W � � y W p = V o O cai sysnly. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT 04181.000- 36091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. C S CALE: sHEET�_._/..-�_-- S1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK TIE VERTICAL REBAR GROUTED BOND BEAM VARIES PER ELEV. d TO HORIZONTAL �- d ° REBAR W/ 10"' HOOK Z_ a a 9, a ° ° d ° H4 4 GROUTED BOND BEAM c� VARIES PER ELEV. ° d d a d J d Q Q #5 BARS d Q m ° m ° co d O d ° � ct d • o d 10" HOOK O 11 d 8„ d CM I O M d J °. Q ° Q ° d e° "^ a °". Q .. a ° ® a s ° Z N 0 CLEAN OUT REQUIRED o V-0„ OU Q FOR INSPECTION °.a a. .a d Q co DO ° Q bo 00 O I ° cmp ° . a d r O o Ofa 7f� co -0 FIN. FLR. O d ° TIE ERTICAL REBAR �° M _ a d °a TO HORIZONTAL d. I a Q a. a REBAR W/ 10" HOOK d ° Z_ ry =, O CMU UNIT DIMENSIONS ° ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS METHOD HORIZONTALNERTICAL HORIZONTALNERTICAL REINFORCING 2 REINFORCING 1 .1 - r BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" < i;z� \ 1� < 70V 1% MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" SCALE: 3/4 =1 -0 SCALE: 3/4"=1'-0" W W go 70 d NEW REINF. BAR Of c SECURED W/ 2- PART �- 0- EPDXY. MIN. EMBED I 6", UNO = Q FOLLOW ALL MANF. to p I SPECIFICATIONS FOR _ USE AND Q PREPARATION OF HOLE. W O � d ao �QQ ° ° d d .°. dQ d STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti y 0 Q u C4 O w rA U N r. j. V 4 w Lu -j w 4 Lu d w 0 w 0 w M T 0 E t� SUBDIV. & LOT: ABBOTT PARK LOT #36 B #9 PROJECT 04181.000- 36091 MODEL: 3EFB "2447—ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. CJ ARCHITECT STATE OF FLORIDA ROLAND A. AID AR NO 93723 PRINT 05 26 20 DATE: SCALE: 1/4" SHEET S 1A 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & REMARK DESCRIPTION 1D (2) 2X8 BEAM SCHEDULE RRRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 — (1) #5 (1) #5 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID CB1 CONCRETE 3000 8x31 2 ROWS (2) #5 (2) #5 #3 8"O.C. GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 1 SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C~164wA11111 SAFE LOAD -POUNDS PER LINEAR FOOT 4~401111r SAFPLF 4�i�r SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F201T 8F24-IT 8F281T 8F32-1T 8F8-1B 8F12-1B 8F16-1B MOAB 8F24-1B 8F28-1B 8F32-1B 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 T-6" (42") PRECAST 1025 1024 1598 3'-6" (42') PRECAST 1569 2655 3524 4394 5263 6132 7001 3069 4605 6113 7547 8974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-0" (48') PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" (48') PRECAST 765 763 1309 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 2693 4605 6113 7547 8974 10394 11809 1363 2306 3060 3815 4570 5325 6079 4'-6" 54" PRECAST ( ) 1599 1969 2110 2931 3753 4576 5400 6224 `� ,-6„ (54) " PRECAST 592 591 1073 4,-6„ (54) PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547 (7) 8672 10294 11809 1207 2040 2707 3375 4043 4711 5379 6-4- 64 PRECAST " ( „) 1217 1349 1438 1999 2560 3123 3686 4249 5 " (") PRECAST 411 411 745 5'-4" (64") PRECAST 1016 171A11) 2276 (a) 2838 3399 3961 4522 1663 3090 5365 7547(36) 7342(19) 8733(19) 10127(19) 1016 1715 2276 2838 3399 3961 4522 „ 5-10" (70) PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 " PRECAST 5-10" (70) 340 339 616 5-10" (70) " PRECAST 909 1567(16) 208Q13) 2593 (9) 3107 (6) 3620 (a) 4133 (3) 1451 2622 4360 7168(46) 6036(19) 7181(19) 8328(2o) 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 V-6" (78") PRECAST 507 721 490 V-6" (78") PRECAST 835 (12) 1407(26) 186421 23291e 2790(16) 3251(14) 3712(12) 1238 2177 3480 5381 8360 103ft7) 8825(14) 835 1407 1868 2329 2790 3251 3712 �� �� 7 -6 (90) PRECAST 743 1011 1729 2632 2205 2698 3191 3685 " " 7 -fi (90) PRECAST 424 534 3fi3 �- �� " 7 6 (90) PRECAST 1065(as)1624(sq 2025(26) 2426(2e) 2827(z5 3228(24) 1011 1729 2661 3898 5681 8467(4a) 6472 (16) 1224 1624 2025 2426 2827 3228 9'-4" 112" PRECAST 699 1160 1625 2564 3486 2818 3302 """„ 9-4 (112) PRECAST 326 512 230 9-4 (112 j PRECAST E727 708(26) 1136(34) 1474(34) 1815(s4) 2157(34) 2500(34()554 752 1245 1843 2564 3486 4705(37) 6390(47) 862 1318 1 1643 1969 2294 2619 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 284 401 180 10'-6" (126") PRECAST 530 575 za) 916 (33) 1188(33) 1461(3s) 1736(33) 2011(33) 643 1052 1533 2093 2781 3643(36) 4754 (46) 530 695 1180 (6) 1472 (4) 1763(2) 2055 2346 " 11 -4" (136) PRECAST 362 582 945 1366 1846 2423 3127 4006 " 11-4" (136) PRECAST 260 452 154 - " 11-4" (136) PRECAST 474 504 (23) 800 (32) 1037(32) 1274(32) 1513(32) 1753(3s) 582 945 1366 1846 2423 3127 4006 494 607 104$1o) 1372(11) 1643 (a) 1915(6) 2187 (5) " 12 -0" (144) PRECAST 337 540 873 1254 1684 2193 2805 3552 � " (144) " PRECAST 12 -0 244 402 137 12 � " " -0 (144) PRECAST 470 (9) 458 2s) 724 pi) 938 (32) 1153(32) 1369(32) 1585(32) 540 873 1254 1684 2193 2805 3552 470 550 940 (1o) 1302 16 1560(13) 1818(r1) 2075 (1o) 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 13'-4" (160") PRECAST 217 324 110 13'-4" (160") PRECAST 418(is) 386 (22) 607 30 785 3o 964 39 1143 31 1323 31) 471 755 1075 1428 1838 2316 2883 428 460 780 (9) 1159(21) 1418(2o) 165319) 1887(17) " " 14 -0 (168) PRECAST 279 424 706 1002 1326 1697 2127 2630 " " 14 -0 (168) PRECAST 205 293 100 " " 14 -0 (168) PRECAST 384 (1s) 358 (21) 560 �) 724 ) 889(3o) 1054(3o) 1220(3o) 442 706 1002 1326 1697 2127 2630 410 425 717 (9) 1063 21) 135823 1582 1807 21) 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 284 91 14'-8" (176") PRESTRESSED 239 334 (21) 520 (29) 672 ) 825 (29) 978 (29) 1131(3o) 458 783 1370 1902 2245 2517 2712 246 395 663 9 980 (2o) 1303(26) 1518(25) 1734 (24) 16-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 16 4" (184") PRESTRESSED N.R. 259 83 15'-4" (184") PRESTRESSED 224 313 20 486 (23) 627 129) 769 (29) 911 (29) 1054(29) 412 710 1250 1733 2058 2320 2513 230 368 616 a 908 (2o) 1240(26) 1460(n 1668 (26) „ 17-4" (208) PRESTRESSED N.R. NR NR NR NR NR NR NR " PRESTRESSED 17-1" (208) .. N.R.4 R 64 17-4" " (208) PRESTRESSED 187 263 (19 405 (26) 521 7) 638 (M 756 (27 873 (27) 300 548 950 1326 1609 1849 2047 192 306 506 (a) 740 (19) 1005 1271(31) 147331 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19'4" (232") PRESTRESSED N.R. 148 52 19'-4" (232") PRESTRESSED 162 229 (17) 348 (26 447 26 547 (2s 647(26) 747 Ca) 235 420 750 1037 1282 1515 1716 166 263 429 6 623 (16) 841(26) 1059(3o) 1227(3o) " 21-4 (256) PRESTRESSED N.R. NR NR NR NR NR NR NR " 21-4 (256) PRESTRESSED N.R. 125 42 „ 21 -4 (256)" PRESTRESSED 142 204 16 307 23 393 23 480 (2s) 568 (24) 655 (u) 180 340 598 845 1114 1359 1468 142 232 373 (7) 537 (17) 721 26) 905 (29) 1048 (29) 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264") PRESTRESSED N.R. 116 40 22'-0" (264") PRESTRESSED 137 197 (15) 295 22 379 23 462 3) 546 (23) 630 (23) 165 315 550 784 1047 1285 1399 137 223 358 513 (17) 688 (2a) 863 (se) 999 (26) 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0" (288') PRESTRESSED N.R. 91 33 24'-0" (288") PRESTRESSED 124 179 (1a) 267 (21) 342 (21) 416 (21) 492 (21) 567 (22) 129 250 450 654 884 1092 1222 124 r 202 319 m 455 (16)1 606 (23) 1 757 (27) 876 (27) (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 orou-I I/ IIVU 10 vi iv- i iivuv� FIRST FLOOR LIFT BEAM PLAN_ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W o p z _ U <i w 0 Q J "i Q w Q Lu cl IZZ S T h v SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB 2447- ROBIE" GARAGE SWING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/4" :SHEET S 2 NOTES TO THE INSPECTOR/CONTRACTOR „ ., _ ° TYP. 8 x8 � 1 #5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE HEIGHT. NFORCING L2 RE ( ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" co 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 81t VERTICAL REBAR W/ 10" HOOK / � 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P� F� 8xl6 DBL. BOND TOP OF oj / \O��-Z BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • G 8x8 BOND BEAM TOP OF W/ (1) #5 BAR UO BOND BEAM O F = FILLED W/ GROUT iq� 30" TYPICAL .`�OF U = UNFILLED GROUT SOLID FROM j4TOP �1 NOMINAL LINTEL TO TOP OF BOJNDOF OPENING WIDTH # OF #5 S, IN 2ND BOND BEAM, IF FILLED LINT #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/ 1 M/0 B 8x8 PRE -CAST CONCR NOMINAL�� LINTEL W/ (1) #5 BAR (MASONRY Q HEIGHT # OF #5'S, TOP OPENING - LENGTH 2" =WI BEAM DESIGNATION CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 REINFORCING O F BOND BEAM THAT XFXX - 1 T/l M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0" 1 AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER a p SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP OL LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT uu AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST °a 1/4 - OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 70�1 2 6 co EMBEDMENT 0 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO _ SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING V N\[7 BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL CORNER BARS 4 SILL CONSTRUCTION _ ARCHWAY FRAMING DETAILS AT CORNER STEP SCALE: 1 1/2 1 0 (:5 SCALE: 3/4" = V-0" 3 SCALE: 3/4"=V-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I SINGLE #5 CORNER ` BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF F I FILLED CELL BOND. BEAM � I I I 8x8 CMU PIER PROVIDE #5 BAR I ( W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE / SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE I N ELEVATION OF BOND BEAM 7 SCALE: 3/4"=V-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w p J p Lu = u n o V uj w Cl OC Q U r. o Q a � N +_ Q V CIO ALU W" Lu 4 " Lu 4 Lu 0 0 0 0 A V ti En [SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 04181.000-36091 ROJECT# ODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/4" = 1'-0" SHEET S2. IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Y"x5 Y") SYP. HTT4 W/ 5/8" DIA. (5/S3.1A) PT., WOOD POST x 5" EXP. BOLT WD-2 4X6 (3 Yz"x5 Y2') SYP. ABU46Z W/ 5/8" DIA. PT., WOOD POST x 5" EXP. BOLT 1--------- FIRE DRAFT STOP FLOORS -�_ 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �t I I 3/4" PLYWOOD 't I DRAFT STOP ' PRE-ENG. FLR. JOISTS I I I 1 1 1� I 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS ti_ 4 APPLY DRAFTSTOPPING ALONG THIS TRUSS AS TO LIMIT AREA TO 1000 S.F. FBCR 302.12 3.11 10B 3.1f a1 3 4 lu 4 �I I - 2x4 WOOD WALL W/ I = 2x4 WOOD - _ _ = SYP. NO.2 STUDS. WALL W/ PLACE DBL STUDS SYP. NO.2 UNDER EACH JOIST i = STUDS @ = _ _ _ _ _ _ = _ = 1 1: I _ - 12" O.C. - _ J ii ld 4 Ni i 5 N i II II II II II II I ° I II I II II II II II II II N II II II II II II U- II II II II II II II m II II II IIHJ3 II II II II II II II II 15 I WD _ _ _ _ _ yll WOOD I 3.1 ===-WALL W/ 11ull SYP. NO.2-STUDS @1 12" O.C. 6 ° 11 FJ3 4 °FJ4 3.1 2X4 WOOD WALL W/ SYP. NO. 2 4 STUDS. PLACE _ 31 DBL STUDS 1 - - - - - UNDER EACH JOIST _ u 2x4 WOOD WALL W/ SYP. - - _ - - NO.2 STUDS @ 12" O.C. - N F== _ _ = HJ4 = _ - - _ _ 9B 10B 3 3.1 3.1 3.1 -------------------- SECURE HU26X TO GIRDER 4 W/ % CMU W/ (4) 9 4Dx 2 3/4" 3.1 TITEN 2 ANCHORS FJ6 �z� FJ7 pd� _ jouo-I0, FJ7 I ��'� _ FJ5 FJ5 FJ5 = _ 4 H1G FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST 10E >-.9 3 SECURE 2X12 HDR TO CMU W/HU410 W/(18) TITEN 2 SCREWS TO CMU & (10) 0.148x3 NAILS TO HDR SECURE 2X12 HDR TO 2X8 HDR MSTA-18 W/(14) 0.148"x 2 1/2" NAILS CJ3H 1A 3A CH1H M = 1 �1 � � ti 9A >3.1 0 3 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w Q J o u n 4 o a > - : U w o oe: a O J 0 co Q Lu w w Q cw A M� A T A C 0� 0 A A C 0 v SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000-36091 MODEL: 3EFB '2447-ROBIE" GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION ' H' 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/4" = 1'-0" SHEET S 3 T ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 "ROOF/WALL/FLOOR # 1100 UPLIFT SIMPSON SHEATHING B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 W/10 10d TO (12) 16d x 1 1" NAILS TO TRUSS (9) 10d x 1 1" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TRUSS AND (4) 1/4" x 2 1/4" DEL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF ABLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1/4" x 2 1/4" SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J" x 5" TITEN HD TO CMU AND (12) SIDS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 2x SECURED W/ (3) 16d 4" x 2 J" TO GIRDER CONT POURED LINTEL GALV. COMMON NAILS. ZENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, (2) 2" x 5" TITEN HD TO CMU AND (18) SIDS 4" x GALV. COMMON NAILS SUBMITS OSE P DRAWINGS 2x WOOD FASCIA SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH " 1, AND APPROVAL GALV. COMMON NAILS. (2) x 5 TITEN HD TO CMU AND (18) SIDS 4 x 3 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2" COVER & 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1 a 1 b 1 c GIRDER CONNECTOR(S) SCALE:3/4"=V-0" 2a 2b 2C TYPICAL ROOF SCALE:3/4"=1'-0" 3 MISPLACED 3EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE PER ELEVATION W/ 10dx1/2 HDG COMMON NAILS. @ EACH END TOTAL OF 10 SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 1 (2) 1/2" WOOD PANELS 90 j2xLUMBER COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE 6-0" MAX (W/1X4) (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FOR 10'-0" MAX (W/2X4) FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC 1x4 DIAGONAL MAX. PER ELEVATION LVL/I-JOIST WITH BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BACKER BLOCK W/ 12d's 8" PRE-ENG I -JOIST PLLAAN FOR LOCATION STIFFBACK (AS PER O C. MAX Lu U 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD o i�l �- MAY NOT BE REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ d (2) 10d's @ EACH TRUSS SECURE I -JOIST TO TOP PLATE TO BE INSTALLED @ w/ (2) 12d TOENAILS BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES _ DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE MIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2-1/2" NAILS TO POST., BOND BEAM REQ. SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 1 (2) 1/2" WOOD PANELS 60 1 (2) 1/2" WOOD PANELS 90 12xLUMBER BTM. PLATE TO BE PT. POST TO SIT DIRECTLY PROVIDE DBL. TOP PLATE ON SLAB 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER PROVIDE BLOCKING MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1/2" GYP. WL. BD. 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN a °. ° COMMON NAILS AT EACH CHORD ° a INTERSECTION TYP. BLOCK WALL W/ GABLE END BTM. CHORD BRACING 4 • 9 ° • • ° 6 SCALE:3/4"=V-0" 7 PRE-ENG'D TRUSS SCALE:3/4"=1'-0" ° a. LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" I -JOIST CONNECTION @ L.B.W. 4 SCALE: 3/4"=1'-0" UPLIFT) 24118" END 8" MAX. 24" MAX. w/ I -JOIST SPACING END w/I-JOIST TRUSS BRG. OR BTM. OF SHEATHING TYP. TYP. P. PA CIN SEE FRAMING PLAN END OF MAX MAX MAXLZ LEDGER BD. THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4*D 1/2" EXP. L (2) 2X8 SYP P.T. d FROM (2) 2X12 SYP P.T. 3/4" EXP. LU EDGE � HOLE EDGE >5/8" BOLT/J-BOLT W12" LEDGER BOARD LEDGER BOARD TO BOLT/J-BOLT W/ 2" USED SO LONG AS THEY CONFORM TO THE WASHER & 5 1/2" TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & 5 1/2" T HOLE DIAMETER MIN. EMBED. (TYP) FOLLOWING WITH I -JOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP} INTO GROUTED CELLS, 8" ALL < 2/5*D SGL. STUD AROUND BOLT. FRONT OUTER 1/3 OF 2. SPLICE OF FRONT AND REAR LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY LEDGER SHOULD LAP A MIN OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS z 4'-0,, - z EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" 00 3. ALL BOLTS TO HAVE WASHERS 00 2 2X12 AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WE DG E-BO LT/J -BOLT, 5" MIN. 4. EXP. BOLTSSHOULD SYP PT NOT BE ANY CLOSER BOLTS THAN 6" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS. TO JOIST - Z O/C. - z_ THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO FL#17241 0o 5� 5. ONLY LEDGER IN DIRECT 00 A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. (2) 2X8 CONTACT (REAR LEDGER) WITH REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 0111, EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST SYP PT CMU REQUIRED TO BE P.T. LEDGER SUBJECT TO F1 AND F2 FORCES. FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. BTM. HOLE DIAMETER EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST PLATE < 3/5*D DBL. STUD FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLTIJ-BOLT, 5" MIN. FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACING CENTRAL SPACING A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST STUD NOTCHING FL#17241WOOD LEDGER 11 ALTERNATE MATERIALS AND BORING LIMITS SCALE:3/4"=1'-0" 8 ATTACHMENT DETAIL 10 I -JOIST WOOD LEDGER DETAIL SCALE: 1 1/2"=1'-0" 9 SCALE: 3/4"=V-0' SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W 7� � � oW u n cd o Lu _ Q Lu 0 U F .. oui p °� Et= u NW A Lu p Q Lu Q o 0 IV [•wy cp M � T C 0 A 0 T ti V SvsDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000— 36091 MODEL.: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: DETAILS (I —JOIST) 60 MPH EXP. C r ara+' a 05 26 20 DATE: ' SCALE: 1/4„ = 1'-0" 1 SHEET S3. 1 A I, 1.. 1 ; 4,I x Ili —I dill 11, 1 Lil.d_,Ilii I'I:1 ,I.a NOT USED 1 SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING I -JOIST WALL / 2 I -JOIST SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS EACH END ° ° SIMPSON SPH4/SPH6 BTM. LVL PLATE STRAPS W/ 10d x 1 1/2"HDGNAILS FLOOR FRAMING, PARALLEL TO WALL SCALE: 3/4"=V-0" " #8 WOOD SCREWS l x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN � 8" CMU WALL REINF PER PLAN PER ELEVATIONk-314" O m z N SCREW PATTERN Q I -JOIST (SEE mOU N FRAMING PLAN) z *w PER ELEVATION N m = Z (2) 2x4 P.T. W/\_DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3/4"=V-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN I DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. I 8" CMU WALL— a' REINF PER PLAN 3/4" PER ELEVATION _ LLO SCREW PATTERN U) m zz U O a'< PER ELEVATION m �Z I -JOIST (SEE 2x4 P.T. CEILING 24" MA) FRAMING PLAN ) NAILER W/ MASONRY NAILS _T_ @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT 1-JOISTS PARALLEL TO EXTERIOR WALL SCALE: 3/4"=V-0" NOT USED 5 NOT USED NOT USED 6 7 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX a 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV, NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION • WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • 0• • • PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. ` AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10ds @ EACH FILL ALL HOLES, DO NOT USE 10d x 3" 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0 O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 10b 1 OC OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ° ° 8 aQ a TRUSS TO POST CONNECTION SCALE: 3/4"=V-0" a A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION 9a gb SCALE: 3/4"=V-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W o uj w o a iz U Q N �Lucn Q U A N U 4 v w uii uui � 0 'j1 T e 0 0 r ti SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000— 36091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: DETAILS (I —JOIST) 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA m AR NO 93723 PRINT DATE: 05 26 20 SCALE: 1/4" = 1'-0" SHEET S 3 . 1173 A 29'-8" 2'-8" 21'-4" 5'-8" 0 0 0 4 � 2.1 3 w g 2.1 U U in w- J J_ F- LL 0 9'-4 3/4" TOP OF DECK r 0 0 00 0 0 0 LO 0 U') - a o ._ OPEN I \/ o N ❑ N a a a M a a o 2'-4" 12'-4" 5'-4" 3'-8" 6'-0" 20'-0" 9'-8" 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W o _ ai i °C au `" ALU LU Jl w 0 Q cl w a 4 f]L 0 0 ti C 0 v SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000-36091 MODEL: 3EFB "'2447—ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR DECK PLAN 60 MPH EXP. C PRINT 05/26/20 DATE: SCALE: 1/4" = 1'-0" SHEET S/1 A LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O.C. BTM. LAP TO OCCUR OVER STUD 3/4" DIA. x 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16" O.C. 4" MIN. CONC. EMBEDMENT 2x MID -HEIGHT BLOCKING - AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH END SIMPSON H10A W/ 10d x 1 1/2" GALV. COMMON NAILS, FILL ALL HOLES UGGUK UVLR SIUD 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE 1x WOOD OR 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.C. SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW SECTION A -A SILL & HEADER FRAMI SHORT 2x STUDS BENEATH WINDOW SILLS 2x HEADER SEE PLAN FOR — SIZE AND QUANITY PROVIDE 1x WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.C. IVMILJ, k/ )'CMl,rl r-NL! I V I ML Vr if NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO ONLY FL#17244 , A — — — 16" MAX. PROVIDE (3) STUDS @ CORNERS LAP TOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NAIL STUDS TOGETHER W/ 12d @ 12" O.C. Cl PLACE 30# ROOF FELT BEHIND VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP.) 1/2" DIA. SIMPSON TITEN BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 6" FROM ENDS AND 16" O/C, VERTICALLY MAX NAIL STUDS TOGETHER W/ 12d @ 12" O.C. DBL. TOP PLATE CONT. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.0 (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6" O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END 16" MAX. PROVIDE (3) STUDS @ CORNERS LAP TOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" INTERIOR OR 11FA F. IN EXTERIOR OFm (2) 2x TO BLOCK ON 2x6 & 2x8 WALL CZ (3) 2x12 HEADER PROVIDE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.0 (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. DBL. TOP PLATE CONT. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2) 2x6 (3) 2x6 (2) 2x8 (3) 2x8 (2) 2x10 (3) 2x10 (2) 2x12 (3) 2x12 STUD SPACING @ 16" O.C. STUD SPACING @ 24" O.C. 0 - 2 ft N U) n. 0 Of O U Q 2 2x4 2 2x4 2 2x4 (3) 2x4 (3) 2x4 SEE PLAN SEE PLAN SEE PLAN SPAN KINGS SPAN KINGS 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (3) 2x6 0 - 2 ft 1 0 - 2 ft 1 3-4ft 2x4 2x4 2 2x4 2 2x4 2 2x4 (3) 2x4 (3) 2x4 SEE PLAN 3-4ft 2 3-4ft 2 2x6 2x6 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 5 - 6ft 2x4 2x4 2x4 (2)2 2 2x4 2 2x4 2 2x4 2 2x4 5 - 6ft 3 5 - 6ft 2 2x6 2x6 2x6 2x6 2x6 (2) 2x6 (2) 2x6 (2) 2x6 7 - 8 ft 3 7 - 8 ft 3 7 - 8 ft 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 9-loft 5 9-loft 3 2x6 2x6 2x6 2x6 2x6 2x6 2x6 (2) 2x6 9-loft 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10 -12 ft 5 10 - 12 ft 4 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 10 - 12 ft 2x4 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"=V-0" NAIL STUDS — TOGETHER W/ 12d @ 12" O.C. PLYWOOD SHEATHING, — SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" EXTERIOR MASONRY / WOOD CONNECTIONS SCALE: 1 1 /2"=V-0" 1/2" DIA. SIMPSON TITEN BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O/C, VERTICALLY MAX (1) 2x TO BLOCK ON 2x4 WALL—' (2) 2x TO BLOCK ON 2x6 & 2x8 WALL I� 16" MAX. PROVIDE (3) STUDS @ CORNERS LAP TOP PLATE MEMBERS 16" MAX. PROVIDE (3) STUDS @ CORNERS LAP TOP PLATE MEMBERS NAIL STUDS TOGETHER W/ 12d @ 12" O.C. PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" PLACE 30# ROOF FELT BEHIND VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP.) C3 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W � � Di a O 0 ' wcl a u OC U w Cal4 0 A w W w Q w 4 A 0 Cti V SUBDIV. ac ABBOT PARK LOT #3 BLK#931 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS �60 MPH EXP. C. PRINT 05 26 20 DATE: SCALE: SHEET S A AA 5 27'-4" 23'-8" 18'-0" 12'-0" 6'-0" 2'-4" 7 0 a a a C9 10 M ❑ co N a a 0 0 N op M o ElE 3'-5" 6'-4" l a o 0 0 0 0 5'-8" 9'-8" 71 14'-4" 18'-0" SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" co co O -c� r` 0 N M Nti O � N co O i iA _ co p O i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 000332504 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 000332504 W � � o p � u = � U w w 0 � � N w Q� � c�(3 A ww J w w Cwi � � � 0 0 h V sysDly. & LOT: ABBOTT PARK LOT #36 BLK 9 PROJECT 04181.000- 36091 MODEL: 3EFB "2447—ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR DOWEL PLAN Q60 MPH EXP. C ARCHITECT: STATE OF FLORIDA qua a 2 a AsouCHncwo AR No 93723 PRINT 05 26 20 DATE: SCALE: 1/4" = 1'-0" SHEET S4.2 el 0 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 1D (2) 2X8 BEAM SCHEDULE RRRZZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (PSI) SIZE REINFORCEMENT STIRRUPS REMARKS REMARKS BT TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 — 1 (1) #5 (1) #5 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 — 1 (1) #5 — N/A — GROUTED SOLID CB1 CONCRETE 1 3000 1 8x31 2(Rows (2) #5 1 (2) #5 #3 1 8"0.C. GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAllow4Affr SAFE LOAD -POUNDS PER LINEAR FOOT Cma4~11r SAFE P TOAD � I�r SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH 8F8-1T 8F12-1T 8F16-IT 8F20-IT 8F24-iT 8F28-1T 8F32-1T 8F8-1B 8F12-1B 8F16-1B MOAB 8F24-1B 8F28-1B 8F32-1B 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T X-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 T-6" (42") PRECAST 1025 1024 1598 T-6" (42') PRECAST 1569 2655 3524 4394 5263 6132 7001 3069 4605 B113 7547 8974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" (48') PRECAST 765 763 1309 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 2693 4605 6113 7547 8974 10394 11809 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 4'-6" (54') PRECAST 592 591 1073 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547 M 8672 10294 11809 1207 2040 2707 3375 4043 1 4711 5379 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 411 411 745 5'-4" (64'} PRECAST 1016 171411) 2276(4) 2838 3399 3961 4522 1663 3090 5365 7547(m) 7342(,0) 8733(,9) 10127(19) 1016 1 1715 2276 2838 3399 3961 4522 5'-10" (70') PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 5'-10" (70') PRECAST 340 339 616 5'-10" (70") PRECAST 909 1567(,$) 2080(13 2593 9> 3107 (s) 3620(4) 4133 (3) 1451 2622 4360 7168(46) 6036(s) 7181(t9) 8328(2o) 929 1567 2080 2593 3107 3620 4133 6 -6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 " PRECAST 6 -6„ (78) 507 721 490 6 ,-6" (78) " PRECAST 835 (12) 1407(2e) 186421) 232918 2790(1e) 3251(14) 3712(12) 1238 2177 1 3480 5381 8360 10394M 8825(14) 835 1407 1868 2329 2790 1 3251 3712 7 -6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 7 -6" (90)" PRECAST 424 534 363 7 -6" (90") PRECAST 727 (23) 1065(2e) 1624(31) 2025(2e) 2426(2e) 2827(25) 3228(24) 1011 1729 2661 3898 5681 8467(44) 6472 (,5) 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 9'-4" (112 ") PRECAST 326 512 230 94" (112 „) PRECAST 591 708(2s) 1136(34) 1474(34) 1815(34) 2157(34) 2500(34) 752 1245 1843 2564 3486 4705(31) 6390(4-t) 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 284 401 180 10'-6" (126") PRECAST 530 575 (24 916 (33) 1188(33) 1461(33) 1736(33) 2011(33) 643 1052 1533 2093 2781 3643(3e) 4754 (4s) 530 695 1180 (a) 1472 (4) 1763 2 2055 2346 " 11-4" (136) PRECAST 362 582 945 1366 1846 2423 3127 4006 " " 11-4 (136) PRECAST 260 452 154 " " 11 -4 (136) PRECAST 474 504 (s3) 800 (32) 1037 (32) 1274(32) 1513(32) 1753 (32) 582 945 1366 1846 2423 3127 4006 494 607 1042(1o) 1372(11) 1643 (e) 1915 (e) 2187 (s) " 12 -0" (144) PRECAST 337 540 873 1254 1684 2193 2805 3552 � " " 12 -0 (144) PRECAST 244 402 137 � " " 12 -0 (144) PRECAST 470 (9) 458 23 724 (31) 938 (32) 1153(M 1369(32) 1585 (32) 540 873 1254 1684 2193 2805 3552 470 550 940 (1o) 1302 1s 1560(13) 181411) 2075 (1o) 13 -4" (160��) PRECAST 296 471 755 1075 1428 1838 2316 2883 13 -4" (160)" PRECAST 217 324 110 13 -4" (160") PRECAST 418 (15 386(22) 607 30 785 30 964 ) 1143(31) 1323(31 4 11 755 1075 1428 1838 2316 2883 428 460 780 (9) 1159 (21) 1418(2o) 165419) 1887(17) " 14-0" (168) PRECAST 279 424 706 1002 1326 1697 2127 2630 " " 14-0 (168) PRECAST 205 293 100 " " 14-0 (168) PRECAST 384 (15 358 (21) 560 724 3o) 889(30) 1054(3o) 1220 (3o) 442 706 1002 1326 1697 2127 2630 410 425 717 (9) 1063(21) 13 23 _ 158222 1807(21 14-8" (176)" PRESTRESSED N.R. NR NR NR NR NR NR NR �� 14-8 (176" ) PRESTRESSED N.R. 284 91 " 14-8 (176)�� PRESTRESSED 239 334(21) 520 29 672(29) 825 29 978 ze 1131 30 458 783 1370 1902 2245 2517 2712 246 1 395 663 9 980 (2o) 1303(2s) 1518(2s) 1734 2a 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 164" (184") PRESTRESSED N.R. 259 83 15'-4" (184") PRESTRESSED 224 313 20 486 M) 627 (29) 769 (29) 911 (29) 1054(29) 412 710 1250 1733 2058 2320 2513 230 368 616 9 908 (2o) 1240(n) 1460w) 1668 (2s) " 17 -4 (208)" PRESTRESSED N.R. NR NR NR NR NR NR NR " 17 -4 (208)" PRESTRESSED N.R. 194 64 " 17 -4 (208)" PRESTRESSED 187 263 19) 405 ) 521 ) 638 756(27), 873 300 548 950 1326 1609 1849 2047 192 306 506 (a) 740 (19) 1005(2-r) 1271(31) 1473 31 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19'4" (232") PRESTRESSED N.R. 148 52 19'-4" (232") PRESTRESSED 162 229 (, 348 25) 447 ) 547 s 647 (2s 747(25) 235 420 750 1037 1282 1515 1716 1 B6 263 429 a 623 (,e) 841(2s) 1059(3o) 1227 30 „ ( „) 21-4 256 PRESTRESSED N.R. NR NR NR NR NR NR NR 21'-4" 256" ( }PRESTRESSED N.R. 125 42 " ( ") 21-4 256 PRESTRESSED 142 204 is 307 ) 393 23) 480 (23)568 (24) 655 24 180 340 598 845 1114 1359 1468 142 232 373 (n 537 (17) 721 (2s 905 M 1048(29) 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264") PRESTRESSED N.R. 116 40 22'-0" (264") PRESTRESSED 137 197 (%) 295 22 379 (23) 462 23 546 (n 630 (m 165 315 550 784 1047 1285 1399 137 223 358 513 p) 688 2a 863 ) 999 ) 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0" (288") PRESTRESSED N.R. 91 33 24'-0" (288") PRESTRESSED 124 179 (14) 267 (21) 342 (21) 416 (21) 492 (21) 567 (22) 129 250 450 654 884 1092 1222 124 202 319 v) 455 (is)j 606 (23) 757 W) 876 (2-r) (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 1♦ 1 ` 1 ♦ 8F8-1T/OM/OB 1 ` f 1 1 ` 1 ♦ , 1 ♦ GT U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" 1 1 1 1 1 1 1 1 1 1 1 � � 1 1 1 1 1 1 1 I ` I ` GT `♦ `♦ I, 8F8- 1 1 T/OM/OB 1 1 ♦� 1 - � 1 0 1 ►� 1 772 1 ♦ ,♦ 1 ## ♦, , 0 1 I 1 GT ♦ ` ♦lk , 8F81T/OM/OB , O ` 1 1 C21 8F8-1T/0M/0B 8F8-1T/OM/OB 1 SECOND FLOOR LIFT BEAM PLAN. SCALE: 1/4" = V-0" 1 1 1 oo 1 1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w J rLu o _ a w CL 05 or 4 Lu 0 p0Q Ci Lu EN, 4 Q c A 0 0 r y� dl ti v SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB "2447-- ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN �60 MPH EXP. PRINT 05 26 20 DATE: SCALE: 1/4f1 = 1'-0" SHEET S 5 r FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. r- M LA co Lo U-) M U U U U U U `o ROOF FRAMING PLAN_ SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h Wv J Lu W > _ U U � ,I.s C4 �q 0 � OC OG NJ' w 4 W 2 J w 0 w o I- 5> C C ti cn SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK #9 PROJECT# 04181.000— 36091 MODEL: 3EFB '2447—ROBIE" GARAGE SATING: LEFT PAGE: ROOF FRAMING PLAN ELEVATION ' H' 60 MPH EXP. oq DAET 05/26/201 ' SCALE: 1/411 = 1'-0" SHEET f, e (1 OR 2) SIMPSON H10A WHEN INSTALLING (1) SIMPSON H10A ON THE TRUSS ANCHOR WITH (1 OR 2) SIMPSON LGT2 10dx1 1/2" HDG NAILS TO INSIDE FASTEN EACH STUD TRUSS ANCHOR WITH TO DBL. TOP PLATE W/ PLYWOOD SHEATHING, SEE PLYWOOD SHEATHING, SEE NAILS TO NAILS, FILL ALL HOLES. TRUSS AND 10dx3" HDG SIMPSON SP2 NAIL PER "ROOF/WALL/FLOOR 10dx1 1/2" GALV. COMMON "ROOF/WALL/FLOOR TOP PLATE. FIRST ONE MANUF. SPECS. SHEATHING FIRST ONE SHEATHING APPLIED TO INSIDE FACE FASTENER SCHEDULE" APPLIED TO INSIDE FACE FASTENER SCHEDULE" OF WALL. IN ADDITION, OF WALL. IN ADDITION, ADD (4) 16d TOE -NAILS, 2 ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS. EACH SIDE OF TRUSS 2x WOOD FASCIA SEE 2x WOOD FASCIA SEE ROOF TRUSS UPLIFT ARCHITECTURAL 2x6 ARCHITECTURAL 2x6 CONNECTOR NOT SHOWN SECURED W/ (2) 16d Z SECURED W/ (2) 16d FOR CLARITY (SEE SHOP GALV. COMMON NAILS. ENGINEERED WOOD GALV. COMMON NAILS. ZENGINEERED WOOD DWGS.) 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS GALV. COMMON NAILS SUBMIT SHOP DRAWINGS FASTEN EACH STUD TO 12" O/C FOR REVIEW 12" O/C FOR REVIEW DBL. TOP PLATE W/ AND APPROVAL AND APPROVAL SIMPSON SP2 NAIL PER MANUF. SPECS. 2x STUDS 2x STUDS 2x BLOCKING 2x BLOCKING AT ALL SEAMS PLYWOOD A ALLOWABLE UPLIFT = 1040 LBS (1 STRAP) AT ALL SEAMS PLYWOOD A ALLOWABLE UPLIFT = 1885 LBS (1 STRAP) TOP PLATE ROLLOVER B ALLOWABLE UPLIFT = 2080 LBS (2 STRAPS) B ALLOWABLE UPLIFT = 3770 LBS (2 STRAPS) STRAP DETAIL 3 SCALE: 3/4"=1'-0" 4 NOT USED TYPICAL TRUSS/GIRDER CONNECTOR(S) hr PICAL GIRDER/TRUSS CONNECTOR(S) la lb SCALE: 3/4"=V-0" 2a �"� SCALE: 3/4"=V-0" 1 (- PRE-ENG GABLE TRUSS Row 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.G. (AT 8 SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. 8 MAX 2X4 DIAGONAL BTM. CHORD FOR STRAPPING BRACING. SEE PLAN FOR VERIFY LOCATION 8 W/ TRUSS PLAN SECURE 2x PLATE TO WALL W/ 3/8"x6" THRU-BOLTS @ 32" O.C. MAX THEN SECURE , GABLE TO 2x4 PLATE W/ 12d's 8" O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HGA10 ' @ 24" O.C. MAX 2x STUDS CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 2xSTUDS 5 GABLE TRUSS @ FRAME WALL SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W CQ W o p _ > i _ u to a Lu o w A uj 2 � o 4 w o Lu o 0 M °, f C e 0 e C V Z, Co SUBDIV. & LOT: ABBO TT PARK LOT #36 BLK #9 PROJECT# 04181.000- 36091 MODEL: 3EFB '2447—ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA ND k ABOkMi AR NO 93723 PRINT 05 26 20 DATE: SCALE: 1/4" SHEET S of". I A rl J 2 • • • • • ri • GABLE - END C 2 HIP ROOF ROOF WIND DESIGN PRESSURES' NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J_ Q Z Z Z) J W Z 2 U)o Z C� U) J Q Z ' CD z 00 IIJ Y Z 2 ' Z 00 J_ Q Y Z Q w Lij _ , U) U W w_�@�aU V F— U 02 o 00 w Z IZ TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING -� 11 BUILDING LENGTH I, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD IUtitJIKIJUlUKAL 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" O. N FIELD GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-concurrent 10 psf BTM CHORD -non-concurrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314". WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN''Y2" OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION, SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL 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. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL SHALL BE ASTM PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. C7 Z REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: 0 A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 00 1-1/2" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS (O.S 0 J TYP. 3/4" T&G SUB-FLOOK DECKING GLUED TU ALL EXPOSED MI=MtiEKS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 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. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL 8 O/C GARAGE DOOR BUCK 114" DIA. TAPCON MASONRY 8 O/C 1 1/2" EMBED., 4" END DIST., MASONRY / CONC. NAIL 1 1/2" LONG. TO MASONRY/CONC. NO WASHER FASTENER 1 1/2" EDGE DIST. SGD, AL. EXT. DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 1/2" DIA. W/ EXPANSION BOLT 24" O/C 4" EMBED., 4" END DIST., 1x PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/CONC. TO MASONRY/CONC. WASHER 3" EDGE DIST. CONTACT THIS ENGINEER FOR SPACING WINDOW BUCK CASE HARDENED COIL 91,O/C WINDOW/DOOR/FASTENED METAL STRAP TO 1xPT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA. "TAPCON" 18" O/C 1 1/2" EMBED, 8" END. NON -BEARING WOOD 1/2"° EXPANSION 24" O/C 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST, 1 1/2" EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT DIST, 3" EDGE DIST. 2x PT WINDOW BUCK 0.138' PAF x 2 1/8" 9" O/C 4" END. DIST, 1 1/2" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W � � p = U 0 O ui :3 LU o a W k3 N .,. �. iz Q N Q A Q LULU w J 0 0 > dl dl 0 e e V SUBDIV. & LOT: ABBOTT PARK LOT #36 B LK #9 PROJECT# 04181.000— 36091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. PRINT 05 26 20 DATE: SCALE: 1/41' = 1'-0" SHEET SNI mmmm 0