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HomeMy WebLinkAbout7795 Davie Ray Drn f" r-. • STATE OF CERTIFIED FLORIDA DESIGN CRITERIA: BUILDING CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017) • AIL LOCAL AND STATE CODES DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. *OCCUPANCY • CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED •EXPOSURE *I —STORY RESIDENCE • 2—STORY RESIDENCE — RESIDENTIAL, GROUP R3 — VB — CLASS B — Vult=160 MPH Vasd=124 MPH —C — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. IST FLR LIVING 2ND FLR LIVING CALL .' S 1046 SQ. FT. 139g SQ. FT. TOTAL LIVING 2441 SQ. FT. GARAGE 403 SQ. FT. ENTRY 32 SQ. FT. TOTAL 2882 SQ. FT. 8X10 PATIO 80 SQ. FT. 12602 TELECOM DRIVE, TAMPA, FL. 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS REVISIONS ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION 08/08/11 2-STORY BLOCK CONVERSION A/C ADJ. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET 01/16/18 BID SET ISSUED ALT. AMP. ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM 01/22/IS 2011 FBC UPDATE BD. BOARD M.T. METAL THRESHOLD CL CAB. CENTER LINE CABINET MTD. MTL. MOUNTED METAL 02/12/16 STONE ELEVATIONS ADDED CLG, CLR. CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER 02115AO I 51D SET RE -ISSUED 04/16/I8 FOOTING REVISION PER M. BOUIES CONC. CPT. CONCRETE CARPET PL P.B. PROPERTY LINE PUSH BUTTON 05/14/I6 INCORPORATE I -JOIST DETAILS t FRAMING PLANS PER M. 50WES C.T. CERAMIC TILE PH, PHONE D. DRYER PLT. PLATE 01/12/18 CONSTRUCTION DOCUMENTS RE -ISSUED DBL. DOUBLE PLYWD. PLYWOOD D.G. DIA. DUAL GLAZED DIAMETER PR. P.T. PAIR PRESSURE TREATED 08/20/18 50LLARD DETAIL REVISED DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS01/26/15 DETAIL- 'ADDING BAR TO BOND BEAM" ADDED TO SI2A 02/15AS TRUSS ID'S ADDED TO FRAMING SHEET DP. DR. DEEP DOOR R.A.. REF• RETURN AIR REFRIGERATOR GRILL 02/26/1S PLAN MAINTENANCE D.S. DTL. DOWNSPOUT DETAIL RM. R.O. ROOM ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR 04/01/1S REVISED LINTEL SIZE Q ENTRY EA. ELEV. EACH ELEVATION S.D. S.H. SMOKE DETECTOR SINGLE HUNG 04/26/115 UPDATED LEDGER BOLT SIZE t SPACING EQ. EXH. EQUAL EXHAUST SHT. SHTHG. SHEET SHEATHING 06/21/19 ADDED LED LIGHTS * KITCHEN t BATHROOMS PER MARK 501JUES 08/21AS REVISED I -JOIST LAYOUT EXT. F.G./FX . EXTERIOR FIXED GLASS SHWR. SIM. SHOWER SIMILAR 09/13/IS LEDGER BOLT SPACING REVISED F.G. FIN. FUEL GAS FINISH SL. SL. GL. SLIDING SLIDING GLASS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLR. FLOOR STD. STANDARD FLUOR. FR. DR. FLUORESCENT FRENCH DOOR SWS SHEAR WALL SECTION 05/01/20 REVISED STAIRCASE AND STAIR SECTION DETAIL FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND —FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON CODES .el.. 1 ?s� trx. �,7 E. NATiC N AND T►'1 s ,`Ra1LL ORDINANCE Cr 1 n -, I — INDEX CF DRAWINGS ARCHITECTURAL SKIT . ET PG CS -COVER PAGE PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG A1A-DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATION "G" PG A4G-LEFT & RIGHT ELEVATION "G" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.1B—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.1A—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN PG S6.1A—DETAILS PG SN1—DETAILS DESCRIPTION DESCRIPTION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w � J w % Lu O Lu Lu O J Ll C�.1 LU W W cn c QEQ 4 Q 0 0 ti co ISUBDIV. &LOT: ABBOTT PARK LOT #38 BLK 9 PROJECT# 04181.000- 38091 MODEL: 3EFB 2447- ROBIE" GARAGE SWING: LEFT PAGE: COVER SHEET 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: SHEET c s GENERAL NOTES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 6th EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION, C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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. ALL BACKFILL AT STRUCTURES, SLABS, STEPS AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 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 , AND COMPACT TOMAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. SHALL BE KEPT DRYY S SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 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. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 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 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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, PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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 1/2" AMAFLEX. 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 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 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. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 1. GARAGE DOOR 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 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 EXTERIOR WALL COVERINGS 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 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR 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 THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE 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: R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 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 EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN %2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. -- 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 7w 9 w V o > ll i �n _ J U -' 0 0 10 `J a U 4Ln v aLu oc u' u Q w I d o 0 A � LIN 0 0 dl � v 0 e w SVSDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: GENERAL NOTES 60 MPH EXP. PRINT 05 26 20 DATE: SCALE: 1/4" SHEET GN y 1A 4 1' -- - F a d ')caI-A11 '-0" 10 -0" 2'-01I 11_4"-11-011 20'-0" 11LL// , 9'-S" YY , 29' -S" MASONRY / FRAME WALL LEGEND 8' BLOCK WALL U.N.O ON PLANS 8'-0' 5RG. 8' BLOCK WALL U.N.O ON PLANS ll' - 4' 5RG. LOAD 5RG. WALL U.N.O. ON PLANS 4' INTEROR NON LOAD 5RG. WALL U.N.O. ON PLANS ALL INTERIOR DOORS TO 5E 6'-6' HT CObPONBIT AND CLAMM WW LO" BASIC WW E)lPWN FOR 3 SECOND GM OPENM SQUARE ZONE 180 mm ww M* R&IARICS AND TYPE FOOTAGE 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) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 6TH EDITION (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 00/18 SQ.FT. CAM'S IST FLR LIVING 1048 SQ. FT. 2ND FLR LIVING 13SS SQ. FT. TOTAL LIVING 2441 SQ. FT. GARAGE 403 SQ. FT. ENTRY 32 SQ, FT. TOTAL 2882 50. FT. 8XIO PATIO 60 50. FT. FIRST FLOOR PLAN_ NOTE: -2 -8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL SE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1/2"(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 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. FBCR 201-1 (6TH ED.) 302.E 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w o > _ a w o A ui w;; - a Q p � 4 o % 0 01 %z r C A 0 'a C SUBDIV. 8a LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000-- 38091 MODEL: 3EFB "'2447-ROBIE" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN 60 MPH EXP. C PRINT 05 26 20 DATE: ' SCALE: 1/4" = 1'—O" ' SHEET Al mm�mmlmmffim minm 0 Qw (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 z 42' H. 1/2 WALL W/ CAP M 3/4' KICK lz PLATE ]'MAX. / —NOSING 10, 11N. 2 X 4 RE-INFORCING / ® EA. 2 X 12 STRINGER SECURE W/12d / 3-2x12 SYP STRINGER REINFORCED W/2X4 SPF W/CONT. BEAD OF SUB -FLOOR ADHESIVE FL-400 OR SIMILARE EA HORIZONTAL RUN — 2X4 ATTACHED W/ 10d MASONRY NAILS a 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.C. MAX. 42' HIGH HALF WALL W/ CAP li t" / 't I/' N 05L. TOP _ PLATE Q m BAR DETAIL A SCALE: 1/2' =1' -0' (2) 2x12 HEADER, SEE FRAMING PLAN 3/4' T 4G SUB FLOOR GLUED < SCREWED PER FASTENER SCHEDULE e'-4 3/4" 2ND FIN. FLR. 8'-0" 5RG. Hr3T. PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) --(2) 2x8 HEADER, SEE FRAMING PLAN NOTE: STAIRS RISERS TO CONFORM TO FBCR 6TH EDITION (2011) MIN. TREAD=I0' MAX. RISER■l 3/4' COATS 3/16' MAX, VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/6' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4' +-1/4' OR PROVIDE EQUIVALENT GRASPA51LITY WINDERS- MIN. 6' WIDE 5 NARROW END MIN. II' WIDTH 0 12' FROM STAIR DATA: NARROW END 34' MIN. HANDRAIL HGT. NOTE_ 15R 6 1.52' 14 Ev 'ENCLOSED ACCESSIBLE SPACE UNDER +1TREADS 10 NOSING STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. FBCR 302.1. ..O'-O" FIN. FLR. VTAIR OSECTIONSC ALE: 1/2'z 1'-' HANDRAIL 's 36' W12X4 RE - INFOR THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2" 45 PER FBCR R3111Z.2 NOTE: HANDRAIL RETURNED TERMINATE POST. ENDS SHALL BE TO THE WALL OR INTO A NEWEL NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14"t 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 1/60 . 2. THIS 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 BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1607.8.1 / F.B.C. 2011 HANDRAIL SECTION : 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 F w � J V J 0 Q � W U .. to 0 J 0 cn *- r r ALu to Lu ui Tcp 5 e e Eli V cn SUBDIV. & LOT• ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447—ROBIE" GARAGE SWING: LEFT PAGE: FLOOR PLAN DETAILS 60 MPH EXP. Co PRINT DATE: 05/26/20 1 SCALE: 1/4" = 1'—O" SHEET 7 �I 29' - S" III-S" 3'-011 3'-01 12'-011 2' - S" v 21' - 4" 5' - S" 3052 - SH 3052 - SH I I I e I I BDRM #4 o BDRM #5 s'-0' cLG. , s'-O' CLG. BATH #3 _ ��� in 0 r� 8'-0' CLG. @ m =cp n V. C. LAV. LAV. itl3'_SII 2 I _ { II � 3�11 81- �l C MILLI- W U 1 N 1 v `� BDRM #3 �P1 ii TOFT. i N —1 0 L__�L_ �__� A/C iI_4" 4'-aI CHASE LAUN. - N V C. 0 'n 36'xao0' ? A 7 ItC I 0 0 SHW . PAN '81 LOFT LCCESSj _ 5 N 8'-0' CLG. `t E 3'-1011 51_&II I-4" 3'-10" 3'-1(Z�" m �'-0" IA 4'-411 Qw �� 0. BATH @ 42' H. ON. HALF 0 8'-0' CLG. WALL STAIR DATA } W/ CAP 0 0 15 RISERS 4VI.52' q c� 14 TREADS 610' +1' NOSING V.uu cv 1N AIR HANDLER @ F ON METAL I STAND W/ PAN I 5ELOW I M I m I� OWNER'S C. 0 ICLG. SUITE 8' I tic 8'-0' CLG. E= �ua_Su IN u u u u u u u EGRESS EGRESS Q /21-411 12'-411 5'-4" 3'-8" ( 1-00 201_011 91_�" 1C/ I K/ K/ 2c31-511 , SECOND FLOOR PLAN_ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 p = w 0 w A W J 0 o 'Q � o Q OC OC crl 0 0 0 0 ti V to ISUBDIV. & LOT: ABBOTT PARK LOT #38 BLK 9 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 60 MPH EXP. C. a+as a rr: SCALE: 1/4" = 1'-0" SHEET A2 �-frF ------- i -T-1 1 T +/-23'-11' h _ 5LDG. HGT. 17'-4' 2ND FLR. SRC . HnT. 11-011 FYPON DECORATIVE SHUTTER OR EQUIVALENT 4' RAISED BAND (TYP.) 9' - 4 3/4" 2ND oL FIN, FLR. S'-0" IST FLR.O_ 5Rn. HnT. COACH L IGHT 6' RAISED — BAND (TYR) � 0'-0" FIN. FLR. 1-f'-4" 2ND FLR.OL 5RC%. HGT. 1' - 0' 9'-4 3/4" 2NDoL FIN. FLR. 0'-0" 1ST FLR. oL 5RCx. HCsT. 0'-0' FIN. FLR. OL TYP. M �111 III No �111 NEI MR �t f 12 ::�151 LINE TO SELEVATION_ CORED SCALE: 1/4 = 1'-0' TEXTURED FINISH REAR ELEVATION TEXTURED FINISH ROOF ,L17'-4" 2ND FLR. "'5RG. HGT. FYPON IVX50' DECORATIVE SHUTTER OR EQUIVALENT _ 9'-4 3/4' 2ND FIN. FLR. S'-0" 1ST FLR. SRG. HnT. 4' RAISED BAND (TYP.) ,LO'-O" FIN. FLR. ,417-4" 2ND FLR. —v5RCz. HGT. '3'-4 3/4" 2ND FIN. FLR. 8'-0" 15T FLR. SRI�. HGxT. O'-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 PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'x4' GALV. 'L'-TYPE FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES OVER 030 FELL 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 i 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.G. 0 PERIMETER LUS26 W/ (4) 10d'e TO LEDGER AND (2) 10d'6 TO 2x6 JOIST 2'-0" 2X6 SYP PT LEDGER W/ 1/2'xS' THREADED ROD 32" O.C. t WITHIN Co' OF EACH END MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 2X6 SYP PT LEDGER W/ 1/2'xS' THREADED ROD 32' O.C. < WITHIN 6' OF EACH END MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 0 MILI CM1'2CP'� I L FOR SOFFIT smimma u, =--sm SCALE: 1/2 = I'-0' ENGINEERED WOOD TRUSSES • 24' O.C. SUBMIT SHOP DRAWINGS SEALED BY PROFESSIONAL ENGINEER FOR REVIEW AND COMMENTS PLYWOOD SHEATHING SEE STRUCTURAL 2ND FLR BRG. HGT. (PER ELEV.) Y f ROOFING AND FLASHING W/ DRIPf EDGE PER MNFR WARRANTEE REQUIREMENTS WRAP FASCIA WITH BREAK METAL I4, 2x6 WOOD FASCIA SEE STRUCTURAL FOR FASTENERS / VENTED SOFFIT PER ATTIC CALC'S J 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS �J 2ND FLR WINDOW PER PLAN L 1 v E" S 01F, F SCALE: 1/2 = 1'-0' TRUSS STRAPS AND ANCHORS SEE STRUCTURAL MASONRY BOND BEAM SEE STRUCTURAL m1111 1-1- X i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Id ti w p UJ U 0 W 03 } Q v 01 0 a ti SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "G" 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/41' = 1'-0" SHEET Ant oil (low 1l'-4" 2ND FLR. BRG. HGT. g'-4 3/4 2N[) FIN. FLR.` V -0" 1ST FLR. BRG. HGT. 0'-0" FIN. FLR. 12 LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH RIGif-TIT ELEVATION SCALE: 1/4 ^ 1'-0' TEXTURED FINISH :j417'-4" 2ND FLR. B� RCz. HGT. ;;0'-4 3/4" 2ND FIN. FLR. BRS'-0" 1ST FLR. N4GT. 0'-0" FIN. FLR. ,`I-l'-4" 2ND FLR. 9-'5p,G. HrzT. J'-4 3/4" 2ND FIN. FLR. ,`S'-0" 16T FLR. BRG. HGT, 0'-0" FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W u o o w cn 4 w 2 J C� o < Lu o Q 0 0 �{ (]L - e A A 0 v SUBDIV. & 1-- ABBOTPARK LOT #3 B LK 9 PROJECT# 04181.000— 38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: RIGHT & LEFT ELEVATION "G" 60 MPH EXP. C rZ%iZM r 05 26 20 DATE: SCALE: 1/4" = 1'-0" SHEET Film ELECTRICAL LEGEND SYMM50L DEFINITION NOTES —{---� 125v OUTLET 20 AMP SINGLE POLE IIVV OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI IIOV OUTLET D IRNO LT 4) INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION LT GFI OUTLET IN ET RRIPT RGIRDUND SWITCH SWITCH 3-WAY OPER ! ✓4 SWITCH 4-WAY OPER. 1-0 WALL MOUNTED L IGHT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN ® VENT. FAN I CFM PER SQ. FT. VENT. FAN W/L IGHT I CFM PER $0. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® FLUORESCENT LIGHT 2-5UL5 WRAP AROUND (RECESSED) FLUORESCENT LIGHT 2-BULB WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT W FLUORESCENT 15? 21 4' TRACK LIGHT 0 PANEL METER BATT. BACK-UP OSMOKE S.D. DETECTOR W/ HARDWIRE WALL MOUNTED BATT. BACK-UP S D SMOKE DETECTOR W/ HARDWIRE ® S/CO CARBON MONOXIDE SMOKE DETECTOR BATT, BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT Lr� NATURAL GAS fl/ OUTLET ` TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/C AIR CONDITIONING U.N.O. SE BED ON DISCONWECT THIS SWEET TV TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION p.Q 24' INCANDESCENT LIGHT STRIP n Ao 36' INCANDESCENT LIGHT STRIP 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD P.B. PUSH-BUTTON FOR CHIMES ♦—� USB PORT • LOCATION OF TV JACKS a PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) 4 NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • 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 (201-1). • SHALL ALL LAMPS BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, bth EDITION R404.1 METER FIELD VERIFY LOC. ;EACH 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 WI WP Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-#1 CuTHWN & 1- #6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts 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 1/2" C. OR 3-#2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pale 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 1600 7 8 #12 1 20 Dining Receptacles AFCI 1500 9 10 12 1 1200 Disposal GFI 20 1 #12 #12 1 20 IBath GFI Receptacles 1200 11 1500 Dishwasher GFI 20 1 #12 #12 1 20 Foyer I Hall / 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 & C/O AFCI 900 19 1 20 1000 lGarage Door Opener GFI 20 1 1 #12 #12 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 30 1000 Irrigation controls only 20 1 #12 Space 29 Space Space 31 32 34 Space Space 33 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 650A 5525 39 40 Space 41 42 Space Load subject to demand factor calculations !.line 16600 26700 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 / Sq. Ft. Hi -Hats 1 at 65W/LI ht at 100% Total General Lights & Rec (Watts) General Us & Rec Panel A Load 2447 7341 65 7406 Ckts# watts/ckt Totalwatts 1 81 926 7406 t�l I r o - L o ctl r � 1 l I � LED LIGHTING @ SINGLE LAV, 1E�0 At'-IR ELECTRICAL_ RI5ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR rotH EDITION (201-1), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 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 ABOVE SOFFIT 0 OVERHANG;.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR &tH EDITION (2011). 5/6" 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 H J � U 0 444 O LU _ J W o a f— lJl Z c( J Ll � U �L 4 LU L—Uj Cl 4 LU Q 0L (IQ Mjn A 0 v ti rn SUBDIV. 8a LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000- 38091 MODEL- 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. C DAET 05/26/201 ' SCALE: 1/4" = 1'-0" 1 SHEET ����-ill nl�eailel�ine IIF�o111rtIt�Flit�lrinellil� ��ti�ti��I��B�I� ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET OUTLET WIRED T S TO SWITCH GFI 110V OUTLET EQUIPED W/GRFAULT 4) INTERUPI'ER (TAMPER PERER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF: ROUNLT GFI OUTLET IN RRUPTE SWITCH SWITCH 3-WAY OPER. �24 SWITCH 4-WAY OPER. 1-0 WALL MOUNTED LIGHT CEILING LIGHT O LED CLG LIGHT O YP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ® RECESSED CAN VENT. FAN I CFM PER SQ. FT. VENT. FAN W/L IGHT I CPI PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® FLUORESCENT LIGHT 2-5UL5 WRAP AROUND (RECESSED) EE FLUORESCENT LIGHT 2'15ULB WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK L IGHT PANEL METER OSMOKE S.D. DETECTOR BATT. BACK-UP W/ HARDWIRE Val WALL MOUNTED BATT. BACK-UP SMOKE DETECTOR W/ HARDWIRE ® SIC 0 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 WH WATER HEATER IGNITION TO G BE ELEVATED DISCONNECT . A/C AIR CONDITIONING TO ISE 210V U.N.O. SEE AEI ON 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 FAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP 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 s 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 6TH EDITION (2011) ! NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI 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 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). o ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404J SECOND FLOOR ELECTRICAL PLAN. �-'-------II---- 0 I _I O � La � C Lo LED LIGHTING C DBL. LAV. OWNER'S BATH I II 1 \ / LED LIGHTING DBL. LAV. BATH 3 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W � U � w O c% } ! =4 Lu U � 0. p� Ofl ~ � U N c4j A LLI � W Lu Q ui A bl � 0 A A 61 0cp SUSDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000-38091 MODEL- 3EFB 2447- ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. SCALE: 1/41' = 1'-0" SHEET E2 -I I I i, i I ..I I. it lh1hill.li J, ,P' i1u AllAlk i lblAAA—AL11 Llhi Lii Ji..IL I l i !fl4 .I :.. ------------- GOND. o a a o Ell El 1E] Ell 0 0 0 o a o a a o VTR VTR 1'-i1" 3'-5" 2'-6" 2'-S" 19'-2° LAY N LAY I LAY LA 3" 2' LAV sa 0 TUB3'LAY ;- it� WC. ° ° o 2" ils N � O 2e V.1.R 3. 21 36 x60 z WC SHWR. PAN O Q cn � O r 3' 2' -10" 61 WASHER E/ I3' 2'-2" v 11'-10" 9'-S" 3'-il" 13'-11" SHWR 1'-2" 2'-8"/7 il'-1" 14'-9" KITCHEN SINK a W/ AAV I SHWR. PAN 4 ° ° AAV 71-1-77771, I 3. 2N LAY , 33 2' 6' 21 CEll N o a We SHWR i F-11 TO MAIN LL PLUMBING RISER DIAGRAM a o a a a a a a o 0 Ell Ell III o lEl 00 0 0 o a a o 0 SECOND FLOOR PLUMBING PLAN SCALE: 1/4 = 1'-0' FIRST FLOOR PLUMBING PLAN SCALE: 1/4 = I'-0' 1441 N. RONALD REAGAN LVD 0LONGWOOD, FL 3275mPH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.cAA #: 0003325 w � O 44 Lu _j w o U a 4 p v w q w ui w o <[ w o 4 o H M 01 C 0 Q 0 SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT] 04181. 000— 38091 MODEL: 3EFB " 2447— ROBIE" GARAGE SWING: LEFT PAGE: PLUMBING PLANS 60 MPH EXP. C ARCHITECT - STATE OF FLOPoDA PRINT 05 26 20 DATE: SCALE: 1/4" = 1'_0„ SHEET P 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 E MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 130A 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. g. 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 E VAP. 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 PVC SLEEVE TO LINES BELOW SLAB J! VREFRIGERANT 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 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 FLOOR SLAB CLEAN —OUT 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 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 0 THERMOSTAT ® PASS-THRU AIR GRILL VENT THRU SECURE STRAP TO CONC. CONDENSER WALL W/ (2)-3/16'X2' TAPCONS� UNIT //—�RMPSON EQUAL B ROLL STRAP 4' CONCRETE SLAB--// "SECURE STRAP TO UNIT W/ (2) +'8X1 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD - NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 6 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG mm FIN. GRADE OR PAVING SEE SPEC. I' - 8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED TrnEXT. GROUND CLEAN —OUT (TYP. FIRST FLOOR MECHANICAL PLAN. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W RN-. a >ui W -2 _ ::i Q w o U M a uiDQ U N �+ Ln N � chi w a w 2 � w a Q w °n a CN M r to SUBDIV. 8a LOT: ABBOTT PARK LOT #38 BLK 9 PROJECT# 04181.000— 38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN QL60 MPH EXP. ARCHITECT STATE OF FLORIDA NDA.A AR NO PRINT 05 26 20 DATE: SCALE: 1/4" = 1'-0" SHEET m I 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 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA SOA 2-3.1 r 4. FRESH AIR INTAK155 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 "I. 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 60-1. 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 Z SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER SOLID LINE = SUPPLY TRUNK BROKEN LINE = RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR OT THERMOSTAT E;l PASS-THRU AIR GRILL FREE DRAW AIR HANDLER CLOSET W/LOUVERED DOOR SUPPLIED BY BUILDER SECOND FLOOR MECHANICAL PLAN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w y p = � U � o o w °L v w A ui 2clQ J w 4 w d A M aft A e 6 SUBDIV. 8a LOT: ABBOTT PARK LOT #38 BLK #J PROJECT# 04181.000- 38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. ARCHITECT STATE OF FLORIDA I`� PRINT 05 26 20 DATE: SCALE: 1/41 SHEET M 2 --- -� i i -T- I i I I L4,". 2X4 TOP PLATE PER FLR. PLAN CORNER BEAD 7TPRE TRUSS 1/2' THICK, 2 COAT 1/2' CLCs. 50ARD PORTLAND CEMENT 8' CMU SEE PLASTER APPLIED STRUCTURAL FOR DIRECTLY TO REINFORCEMENT MASONRY 2xb P.T. 110 NOTE STUDS IN 5' DIA. SLEEVE, ATTACHED FILL t •;, •,.:: •,,,; .,<...:.. •. ...,,,.,.. CELL AS F'ER PARTITIONS SUPPORTING DO NOT CUT OVAL REQ. 1/2' DRYWALL WALL HUNG PLUMBING RESAR CAULK MD SEAL >. SEALANT < FIXTURES AND WALL PIPEA WEAT HER ERSTRIP CABINETS SHALL BE NOT SAS LINE MOULDING ALL LESS THAN 2x�, WHERE BOND SEAM DO NOT CUT , �• PVC SLEEVE FOR GAS LINE AROUND (BY SPACED NOT MORE SOLID GROUT THE BOND S' CMU GALV. STEEL DOOR MANuf.) TRACK BRACKETS 2X4 WOOD W/ (1)- 05 5E AM ./'�-WOOD EASE aD fASTENED TO woop a PER SECURE 5t. STUDS 024' THAN 16' O.C. OR, NOT PLATE TO SLAB (2) COURSE RESARS PRODUCT VERTICAL STEEL OVERHEAD DOOR W/ 10d MASONRY O.C.LESS THAN 2x6, WHERE -- -- ° APPROVAL REa. BYMAF. TRACK NAIL 32' O.G. a ° BY MAUF. I MIN BY OTHERS SPACED NOT MORE FASTENED TO SLIDE MAX THAN 2 �' O.C. e TRACK BRACKETS ROOM ' W1 PRODUCT APPROVAL MO. GONG. SLAB a 4 ° FIN. FLR 2A PIPE THROUGH BOND BEAM 28GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SCALE: 3/4' =1'-O" D1 WALE= SCALE: 1 1/2 =1 -O �iTYP. INT. WALL NON— BRG. D 1 SCALE: 3/4' - I'-O" FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. OVER 030 FELT PAPER OR SECURE W/ (2) 12d NAILS N A. END FIBERGLASS SHINGLES SYNTHETIC PRODUCT, 0 EFIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER SECTION 2x BLOCKING 5ETWEEN TRUSSES FIBERGLASS SHINGLES OR SYNTHETIC RS05.1.1 ON J" O.S.5. PER STRUCTURAL DETAILS OVER " SYNTHETIC PRODUCT, TFELT PAPER OR OVER 030 FELT PAPER PRODUCT, INSTALLED SHEATHING OR j' CDX INSTALLED PER SECTION OR SYNTHETIC PER SECTION RS05.1.1 PLYWOOD SECURED PER PRODUCT, INSTALLED ON �' O.S.B. SHEATHING FASTENER SCHEDULE R905.1.1 ON' O.S B. PER SECTION R905.1.1 STIFF5ACK AT ALL UPRIGHTS SHEATHING OR CDX ON a" O.S.S. SHEATHING 5/8" GYPSUM BOARD OR CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR J' CDX PLYWOOD OR 1/2' HIGH I'-0" 1'-0" SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE O.H. D.N. Al 2x FASCIA PER PER NATION STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS SEE ENERGY CODE FORMS FOR' ELEVATIONS ° CONT. 2x RAT RUN SECURED PER PRE-ENG TRUSS INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES PER ELEVATION WEEP SCREED 4PER ELEVATION WEEP SCREED 2x FASCIA PER TYP 2x FASCIA PER ELEVATIONS pH ELEVATIONS 2x P.T. SECURED PER 5/8" GYPSUM 50ARD OR 1/2" 2x P.T. SECURED PER VENTED SOFFIT ( R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT RTLAND CEMENT REFERENCE WINDOW ATTACHMENT AS PER PLASTER APPLIED STRUCTURAL MANUFACTURES SPECIFICATIONS DIRECTLY TO MASONRY REFERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS 61 24' O.C. e 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING CEMENT PLASTER APPLIED STRIPS 24" O.C. 1/2' THICK 2 COAT PORTLAND 8' CMU 1/2" THICK, 2 COAT 1/2' GYP. WL. 50. DIRECTLY TO MASONRY 8" CMU DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED WOOD BASE CEMENT PLASTER APPLIED I/2" GYP. WL. 50. PORTLAND CEMENT DIRECTLY TO MASONRY 0'-0" FIN. FLR _ _ 0'-0' FIN. FLR 0'-0' FIN. FLR.I-L' _ 0'-0' FIN. FLR. � Q <. _ ° 8' CMU as a as a as aQ. o a a a as a a aa as as a a x W/ WINDOW OPENING B TYP. WALL SECTION A W WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION 905.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL S2 O PEER 1 UNDERLAYMENT SYSTEM r5-- 1—STORY GABLE BLOCK WALL D1 SCALE: 3/4"-1'-O' IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'-1'-0' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE II, ASTM D 4S�o9 TYPE IV, OR ASTM D 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 x p � U 0 o Lu m uul ,o a V E cog uj UJI Lu p�Q ,o 0 N M Ln f 0 A V' A ti cn SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000-38091 MODEL: 3EFB "2447—ROBIE" GARAGE SWING: LEFT PAGE: DETAIL 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA A. A NO PRINT 05 26 20 DATE: SCALE: 1/410 SHEET DI 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w � J r o p uCk w �UU N N chiLUtlu A _wl144 wto Q eL M T C 0 A 0 r 6-4 V SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000- 38091 MODEL,-. 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. PRINT 05 26 20 DATE: SCALE: SHEET D 2 �Ii6W : l �I Ifmwi t l' --- TOP. 2X6 P.T. 0 CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X S' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X S' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT= M- 0 a 'SECURE 2x4 ON-J' FLAT TO BLK W/ MASONRY NAILS. 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X S' J-BOLT OR ANCHOR 0 BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/6' WASHER 4 NUT. (1) WITHIN S' OF TOP, (1) WITHIN S' OF THE BTM, (3) EVENLY SPACED. of to NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT D3 SCALE:In'•r-®' 8' CMU V DRYWALL I'X4' OR 1'X2' P.T. NAILER Ix4 P.T. OR %BX4' MIN. D SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1-Y4' WITHIN S" OF EACH END 4 16' O.C. MAX SPACING \`DOOR CASING DOOR JAMB OR WINDOW _ ATTACH t0 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 SCALE: N.t.S. 2X4: SECURE TO BLOCK W/ W6" TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/2 -3N.' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y41) - WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU V DRYWALL 2X8: ® I I I"X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' U DOOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK +1-1/2" SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ 34' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN S" OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 SECURED THROUGH SECURE TO BLOCK W/2-3/(6' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 a, CMU MIN. EMBEDMENT I Y46) }�' DRYWALL WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. I'X4' OR 1'X2' P.T. NAILER 2X8:® 11 SECURE TO BLOCK W/2-3X6' }(6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPAC ING. NOTE: SHIM AS NEEDED t0 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/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL 3/W6' TAPCONS TAPCON MIN. 1-Y4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4" DRYWALL 18' O.C. MAX SPAC ING. 2X8 1"X4" OR 1"X2" P.T. NAILER a SECURE TO BLOCK W/2-3i(6' DOOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 15" O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1 4" @SCALE: N.T.S. 2X4 SECURE TO BLOCK W/ 3/(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8 OF EACH END 4 18 O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2 -W6' NON-STRUCTURAL Wr a TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 S' CMU MIN. EMBEDMENT I Y4')DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER a 2X8cm SECURE TO BLOCK W/2 -34' TAPCONS DOOR CASING (MIN. 514ANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y.i ) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" E SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X 15' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-34' NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4' .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') a CMU WITHIN 8' OF EACH END < DRYWALL 1S' O.G. MAX SPACING.' 2XS:® 1'X4' OR 1'X2' F.T. NAILER SECURE TO BLOCK W/2-3/W6' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)12d WITHIN S' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4') OOR CASING WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW IS' 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 +T WINDOW TO BLOCK +T F SCALE: N.T.S. 2X4 SECURE t0 BLOCK W/1v4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN S' OF EACH END 4 MUST BE ON OUTSIDE 4 16' O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL 3/W6' SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-4" TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y41) 8' CMU WITHIN W OF EACH END 4 " YiDRYWALL 16' O.C. MAX SPACING. 1'X4' OR I'X2" P.T. NAILER 2X5cEm SECURE TO BLOCK W/1-1/4' 3(6' 0.5.8. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN W OF EACH END ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ye) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" G 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 NOTE: STRUCTURAL 2X 18 O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE t0 BLOCK W/1-114' NON - STRUCTURAL 3/(6' TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') S" CMU WITHIN 6' OF EACH END 4 ' DRYWALL 16' O.G. MAX SPACING. I'X4' OR 1'X2' P.T. NAILER 2XScm 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 S" OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3 4" H SCALE: N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h W � � p � U a ~ cWn O w114 w o a N N Q e a c aLua IY - uj o o a e3: 5 Q M � 0 T 0 0 0 ISUBDIV. 8a LOT: ABBOTT PARK LOT #38 BLK 9 PROJECT# 04181.000- 38091 MODEL.: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA Z� NO PRINT 05 26 20 DATE: SCALE: 1/41f = 1'-0" SHEET D 3 PRODUCT APPROVAL LISTING -STANDARD LPH: 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 12f31/2020 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.E 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.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOO CONNECTORS 2017 FBCR 12/31/2020 10531.1E 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 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01f 2021 FL 13192.2 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 DAMES 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.FLORIQABUILDING.ORG CONTROL DATE: 03/14/20 ALD REAGAN JBLVDOOD FL 3275 In w � J w A � J o � o 4 � o 1�{ 0 ti SUBDIV. 8e LAT: ABBOTT PARK LOT #38 BLK 9 PROJECT 04181.000- 38091 HODEL: 3EFB "2447- ROBIE" GARAGE S W'ING: LEFT PAGE: PRODUCT APPROVAL LISTING 60 MPH EXP. C D A SCALE: 1/4" = 1'-011 SHEET NOTE: APPROVED BUILDING WRAP 6 u SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE 6VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE �a ENDS) 4 W * HORIZONTAL LAPS. WRAP MATERIAL) OVER LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP.'' ALL SEAMS NEED TO HI: GAPED FLASHING TO EXTEND ONTO PIPE WITH FORTIBER SHEATHING TAPE �....................,;;........... / I' OR LESS PIPE `:' 4' 6 xb SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT i �' THICK, 3 COAT CEMENT PENETRATION FLASHING (COMPATIBLE W/ HOUSE \ l WRAP MATERIAL) OVER 41x4' PLASTER FLANGE OF CONTROL JOINTS T / \:: ;.:.: ,:,:, SELF -ADHERING MEMBRANE BE WIRED TIED t0 LATH 0 9' � WRB LAYER 02, FORTIFIBER '' FLASHING OVER APPROVED > : HOUSE WRAP. O.C. MAX (VERT.). NOTE: DO BUILDING PAPER 1' MIN. LAP METAL LATH NOT FASTEN CONTROL JOINT TO FLASHING t0 EXTEND ONTO PIPE / \ WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH 3/a' LEG MAY BE USED t0 TEMP. FASTENED *�' (VERT.) O.G. MAX X X X SECURE CONTROL JOINT AT SUPPORTS X X X — DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF WRB LAYER 01, r— SELF -ADHERING MEMBRANE METAL LATH CUT AND OVERLAP ONE SIDE OF � O.G. MAX VERTICALLY FASTENERS TO BE SPACED STUCCO WRAP ( FLASHING SELF -ADHERING MEMBRANE * WOOD SHEATHING WRB LAYER "I, �' THICK, 3 COAT CEMENT CJ� STEP *2 FLASHING STUCCO WRAP I PLASTER STUCCO Y�P r• METAL ATH 6' MIN PAPER LAP BELOW ONL WRB LAYER 02 FORTIFI le BERY TIF15ER AY �'2 FOR WRB LAYER BUIL ING PAPER R \ WRB LAYER 02, FORTIFIBER, I BUILDING PAPER BUILDING PAPER METAL LATH STUCCOWRAP6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE TO I INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED LATH SHALL NOT GAP MIN. WOOD SHEATHING HOUSE WRAP. BE CONTINUOUS 6' TO s' 6' TO a' IRE D O SECURE FLASHING TO EXTEND ONTO PIPE THROUGH CONTROL MIN. MIN. PIPE/ WIRE TO FRAMING • �� ., � 4'x4' SELF -ADHERING MEMBRANE JOINTS BUT SHALL \ ,, .. -...: . u''V x'.i k,swhtr ash _, I. n s ,c FLASHING OVER APPROVED BE STOPPED AND HOUSE WRAP. TIED AT EACH SIDE. —PROVIDE 2X4 BLOCKING I' MIN LATH FLASHING TO EXTEND ONTO PIPE PER ASTM C1063 LAP, 4' OVER i 1014 PLACED FLAT MAX. 6' TO 8' ALL LAP FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON AP E R LAP %8 CONT. BEAD OF SEALANT NOTE:SCALE: I I/Z' ■ I'-0' STRUCTURAL STUD I. FASTENERS FOR LATH TO BE NAILS OR � � i � INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM CI063 INFILTRATION BARRIER OVER 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE / SHEATHING 3. BLOCKING SHOWN MAY BE IN ADDITION \ / ELASTOMERIC COATING OVER STUCCO/ TO WALL SCUDS REQUIRED PER PLAN C.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL \ / WOOD STUDS SECTION PER SECTION R703.7 Exterior lathing and plastering NOTE SHEATHING r Exterior use of portland cement plaster SIDE LAPS OF METAL shall comply with the application PLASTER BASES SHALL a requirements of ASTM C 926-12A. BE SECURED TO BUILDING 6' MIN• Installation of exterior lathing and framing „ „ FRAMING MEMBERS. PAPER LAP 1 M TYPE CONTROL JOINT THEY SHALL BE TIED shall comply with ASTM C 1063-12A. BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) STUCCO V LAP * LATH WIRE At INTERVALS NOT # 3' LAP ® PAPER MORE THAN S' (22cJ-MM). w AS PER ASTM CI063 a O f I f I ) I. FOLD INWARD * PT. A I. FOLD INWARD * PT. A 7 8.1• FIFE F I `� E T fRA T I O I � IDE T A � � (� � � / ®FOLD �^J 2• CREASE • PT. 8 4 K I C K O U T 3 ® O FOR REPAIR OF TEARS HORIZONTAL LATH N.T.&. IN DETAIL MAY PATCHED ARs & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR FOLD PEEL 4 STICK N7�.4y O3 1. FOLD INWARD 4 1. FOLD INWARD • PT. A WOOD SHEATHING OR CMU PT. A O 2. CREASE * PT. B WRB # LAYER 1, 2. CREASE a PT. ° 3. CREASE PT. c' ` STUCCO WRAP (FRAME ONLY) 3. CREASE * PT. C 4. FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOOM`ANSsE ®" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU)E N D at A :. LE(� METAL LATH (FRAME ONLY) LAP UJRB TAPE OVER DRAINAGE FL AN E (W 5 ® FOLD © ROOF/UJALL SCREED • „' BOTTOM G'� FLANGE WATER TIGHTL A Y E fR 1* 1/ `•/ T U G G O WRAF) SEAL. FOLD, 120- HQI CUT. .� THICK, 3 COAT CEMENT Z 5 "X5 a V TYPE CONTINUOUS WIR5 L A Y E fR 1*2 (F O RT F 15 E FR PLASTER (FRAME), 1/2' 2 COAT -. GsALV. METAL FLASHING CEMENT PLASTER (CMU) ? (NAIL TO ROOF DECK, NOT 5 U I L D I NG P A P E R WRB LAYER 02, FORTIFIBER WALL SHEATHING)BUILDING PAPER (FRAME ONLY) WRB LAYER 01, N CAP SHINGLE — DO NOT NAIL, METAL LATH X X X X � ~''�" STUCCO WRAP(FRAME ONLY) i y=�1,it. ' h r-. INSTALL WITH ROOF CEMENT Q LAP LAYERS OF BUILDING WRAP :a4��i'r"ri.`" e7 OVER NAILING FLANGE, STOP WRB APPROX. I yt' ABOVE • ='�•t� y SHINGLES (FRAME ONLY) V C� It U C C O ° FRAME OR CMU i ' EXTERIOR \ 'ROOFAUALL SCREED ROOF CEMENT ..... >= ROOF PER ELEVATIONS WOOD &HEATH INCH U14UP 15x8 WALL FLASHING ;p KICK -OUT FLASHING (SEE �r1 DETAIL) •j•� \ &ELF-AF_.)HE&I it E FLA` HIND NOT t�-ITAL LATH: LATH TO 5E FER SECTION FELTAYMENT t WATER TIGHT SEAL (BEND OR � 0 v' NOTE: INSTALL KICKOUT SOLDER DO NOT CUT) R 1 0 3.7 .1 / A & T �l C — a 4 l — O J / �1 (N . 25 L55, SHINGLE ROOFING (6 FLASHING AT BOTTOM OF ROOF 4 F E R & VG . A � \ U T (Ls I T � OR N O � (N A L. WALL INTERSECTIONS DRIP EDGE: OVERLAP 3', EXTEND I/2'BELOW LATH FDOE& NOT-1"IEET SPECIFICATIONS) SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 4' O.G. MAX " L" F LAS H I N G 5 N,T.S, 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngro'up.com AA #: 0003325 h W x ID � U � 0 W O Lu U W W L; tot Ll C1 pLU e o > A +n 0 61 dl 0 0 C A 0 A V Cn SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000— 38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C PRINT 05 26 20 DATE.• SCALE: 1/4" = 1'-0" SHEET WAI „ice 6 is,u,,: ,i _...ti _ �I I � I �� i I i � � � I _ � - _ � � I I:� 4,.,1 i il�.r � I�il -�i i�a�� s•.���'�`:.�Vll��.i I INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. III SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE: OVER TOP 4 SIDES I. BOTTOM, 2. SIDES.3. TOP 1A; X: VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING WOOD SHEATHING •OF SEALANT AT TOP AND FLASHING WRIB LAYER 01, WR5 LAYER 01, X SIDES ONLY. SEALANT IS TO BE STUCCO WRAP TOOLED SO AS TO DEFLECT 7 - UNIT STUCCO WRAP WATER AWAY FROM JOINTS. W: BUILDING PAPER E-Z BEAD ALL AROUND PREMANUR DRYER A': VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH WRIB LAYER w2, FORTIF15ER A I.X 1,;. I JOINTS AND INTERSECTIONS CONT. SEALANT) WOOD 1/8'TEXTUREC) BUILDING PAPER CONSTRUCTION FINISH a WOOD APPLY SEALANT AT PERIMETER OF BACKER ROD ti NON -MOVABLE FRAME AND STUCCO # FASTEN TO WOOD STRUCTURAL MEMBER * 71' O.C. MAX ON ALL SIDES, Y4' CAULKING JOINT SEALANT s. ALL AROUND a, CMIJ J' THICK, 3 COAT CEMENT TOP 4 SIDES Y&'TO)j'MID-WALL PER SECTION R703.7 PLASTER WEEP SCREED Exterior lathing and plastering BACKER ROD Exterior use of Portland cement plaster I , TO Ye" MID -WALL shall comply with the application DRYER VENT (BLOCK) WEEP SCREED requirements of ASTM C 926-12A. WWIDE STRIP SELF X. 4! ADHESIVE FLASHING, CLEAN A Installation of exterior lathing and framing MASONRY BEFORE APPLYING W. shall comply with ASTM C 1063-1?A.� -ADHESIVE III SELF WRIB LAYER 01, FLASHING ? I---/ TEXTURED XFINISH MASONRY STUCCO WRAP HOODED VENT BUILDING PAPER X OVER 'QUICK WOOD FRAMED FLASH' 7 WALL HORIZONTAL WEEP SCREED THICK, 3 COAT CEMENT PLASTER lik METAL LATH HORIZONTAL WEEP SCREED (FRAME TO BLOCK)- WR5 LAYER 02, FORTIP15ER PIPE THROUGH i (FRAME TO FRAME) BUILDING PAPER WALL WOOD SHEATHING DRYER VENT (FRAME) 6 A WSELF ADHESIVE FLASHING (IN -STALL PER MANUF. SPECS.) oe BUILDING PAPER WOOD SHEATHING UNDER 'QUICK FLASH' WR5 LAYER 01, ... Wi LAYER 01, CUT OPENING IN STUCCO WRAP STUCCO WRAP APPROVED HOUSEWRAF ... . ........ ....... ..... ...... .... Wl LAYER *2, FORTIF15ER FOR BOX INSTALLATION BUILDING PAPER WOOD CONSTUCTION CUT 'X' INTO X WRIB LAYER SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING PENETRATION METAL LATH )V SCALE a, CMU VINYL CASING BEAD APPLY SELF -ADHERING 6' RAISED BAND MEMBRANE FLASHING WOOD SHEATHING OVER BOX AND OVER Y&'TO,i'MID-WALL WEEP SCREED APPROVED II LAYER &TE F 1*1 &TE F 1*2 ro' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING APPROVED K_ Z FLASHING HOUSEWRAF 7" WfR5 LAYER 01, BELOW STUCCO WRAP ELEC. METER FIELD . . . . . . . . . . STONE VENEER VERIFY LOCATION ELEC. METER FIELD —SELF-ADHERING VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN OVER SCRATCH COAT MEMBRANE FLASHING NO MEMBRANE GRADE 'DFELT ENTERS 50X, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING .......... EDGE FLASHING OVER HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT AFROVED PRIOR TO INSTALLING ELEC. HOUSEWRAF W./STONE VENEER METER WRIB LAYER *2, FORTIF15ER (FRAME TO BLOCK) CAVITY TO BE FILLED BUILDING PAPER WITH RIGID POLYMERIC 5TE F *13- & T E F #.4- 15OCYANOTE-POLY15LEND FOAM LEGEND- ("GREAT STUFF" OR SIMILAR) APPLY A SILICON ELASTOMERIC zi DRAINAGE PLANE (WR5 BASE SEALANT AT POINT COATING OVER STUCCO/ C.V. FINISH LAYER'll STUCCO WRAP) THAT ELEC. WIRE PENETRATES (SEE TYPICAL WALL APPLY E-Z BEAD — 0 • a • 0 • 0 0 0 SECTION) OVER 60 MIN 0• eoecoo 06 .0 WR5 LAYER *2 (FORTIF15ER ...... GRADE "D' Oe METAL LATH BUILDING PAPER) AREA TO RECEIVE FELT -PROVIDE .0 STUCCO SCRATCH COAT SEALANT AT ALL Oe • *0 .0 METAL LATH X—X—X—x 1 COAT OF PAINT W/5ACK- JOINTS AND 04 ROLL PRIOR TO INTERSECTIONS STUCCO 4 ELEC, METER INSTALLATION 4 _—PROVIDE STUCCO SCRATCH J COAT LARGER THAN THE ELEC. WOOD SHEATHING K-11111111111-1161A METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING DISCONNECT 6TEF #5- 5TEF #(o NOTE: ELECTRICAL RECEPTACLE METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT 9 R7103.11 A5TM C-54q-OCRI, MIN, 2.5 L55. 8 PENETRATION FER 5a, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 4 W o LLI 1� �zl _j 2 Li co (v_ U-1 ul U4 LU ff! R > W > a! CC% (P Ln Q Q ABBOTT PARK LOT #38 BLK #9 PIROJECT# 04181.000-38091 MODEL: 3EFB "2447—ROBIE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. DATE: PRINT 05/26/20 I SCALE: 1/410 = f-091 I SHEET WOOD SHEATHINGS EXT. WOOD FRAMED WALL COLUMN SHEATHING .,WEATHER RESISTIVE WRB LAYER P SUB -FLOOR DECKING 1 '~ +`` BARRIER 01 STUCCO WRAP �- ,. 3' X 3' 26 GA. GALV. ': WEATHER RESISTIVE WOOD WRB LAYER "2, FORTIF15ER FINISH LAYER (2 LAYER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS PEEL STICK) METAL DRIP EDGE i'-.;' BARRIER 02 SET IN FULL BED OF 3/4' HAT CHANNEL ' 3 COAT CEMENT WEATHER RESISTIVE SEALANT Y2 MIN. \ - ---- ,, i �, 6' S.AF. PLASTER BARRIER "1 SPACE FROM DRIP PEEL 4 STICK W/5/8" TYPE 'X' DRYWALL �o PEEL < 6' SAP. a TOP OF WEEP SCREED WEATHER RESISTIVE STICK DRIP ` �� FACE TO TREX ! ,. EDGE TO 1 X2'x3` 'L" FLASHINGFULLYSHEATHING BEHIND WEEP SCREED BARRIER 02 t FULLY EMBEDDED ��" ; 4" POSITIVE DRAIN THICK, 3 COAT CEMENT Y RIES DECK ------ IN ROOF CEMENT WOOD SHEATHING 1 WEEP SCREED PLASTER ; - -- IV X 3' 26 GA. GALV. ' Y4' GAP FOR BACKER METAL DRIP EDGE METAL LATH `.,_ �� `� ROD 4 SEALANT y4� GAP FOR BACKER SET IN FULL BED Or - WOOD LAYER "1, / \\ WOOD SHEATHING I VXI 3/4' P.T. OR SIMULATED ROD SEALANT SEALANT, 'MIN. STUCCO WRAP SPACE FROM DRIP THICK, 3 COAT CEMENT �� WOOD (TREX) FILLER, �: VINYL CASING BEAD CONTINUOUS t :,. PLASTER �� r FACE TO TREX WEATHER RESISTIVE �� 6' SELF -ADHERE ING WATER PROOFING let `�.,, WEATHER RESISTIVE VINYL CASING BEAD /f 4 BARRIER "I AM6 - -i CUSTOM CASING A �:, `\ FLASHING WRAPPED EXTERIOR GRADE LAYER l2 LAYER PEEL <` - ! i BARRIER *I ? t WEATHER RESISTIVE ;: T TOP A WEEP SCREED STICK) WRAPPED FROM 1k � �� TO SHEATHING BELOW DRY WALL WEATHER RESISTIVE WATER PROOFING let '- %'' BARRIER "2 { BALCONY DECK TO r BARRIER "2 LAYER (2 LAYER PEEL ' ' EXTERIOR COLUMN COLUMN SHEATHING cortnoreHte nllleo a :: ----- 1 CANTILEVER APAMr u-ad*r `, ••C421ror*"I'lLLED ; �' THICK 3 COAT CEMENT � � STICK) � a�aerFaeclaarr � •. WRB LAYER "1, 4' POSITIVE DRAIN � f ; STUCCO WRAP PATER 6' PEEL 4 STICK � WEEP SCREED DECK MEMBRANE VINYL COWER BEAD `�. DRIP EDGE t0 DECK � \ (01 SAP. ►;� <,,� ;�. ;`�,1 EXTEND OVER DRIP `PEEL 4 STICK �, 1 = WRB LAYER "2, FORTIFIBER VINYL CASING BEAD SUB FLOOR ` ``FULLY EMBEDDED IN i NO GAP IN FIELD __ EDGE ` / I Xz'x3' 'L' FLASHING 1 �: i BUILDING PAPER " . - , ; .: _____ ____________ m (SHOWN FOR CLARIFICATION OF ®® 3 X 3 2ro GA. GALV. SUB FLOOR ; �,.. i SEPARATE ACCESSORIES ONLY) _ METAL DRIP EDGE ;� = ROOF CEMENT i --------------------------------------- ---- ----- -----==------ i SET IN FULL BED - _ . V. ` 1 X� X 3 26 GA. GAL F SELF WRAPPED I SEALANT, 'MIN. ---- METAL DRIP EDGE `.. :::..:..�: a: ;:::.� ::'>•: ;, 1 �"Xl 3/a' P.T. OR SIMULATED FLASHING WRAPPED WOOD (TREX) FILLER, / SPACE FROM DRIP SEt IN FULL BED OF WRB LAYER � i 0 CORNER OF CANTILEVER ' ' I NXI V P.T.R SIMULATED STUCCO WRAP � _� � � � �: � FACE TO TREX � " CONTINUOUS SEALANT i� MIN. � � n 4 POSITIVE DRAIN \ � "",- WOOD (TREX) FILLER, , 1 / VINYL CASING BEAD SPACE FROM DRIP AMICO AM66-WFWC-'i8m WEEP SCREED Y4' GAP FOR BACKER CONTINUOUS 2 ' ' %FACE TO TREX CUSTOM CASING BEAD `. ROD 4 SEALANT � ". WATER PROOFING let � r FINISH LAYER l2 LAYER LAYER (2 LAYER PEEL 4 Y4' GAP FOR SEALANT VINYL CASING BEAD ,._ --' PEEL 4 STICK) STICK) WRAPPED FROM OPT. BACKER ROD. WATER PROOFING let CANTILEVER DRIP 3/4 RESILIENT BALCONY DECK TO MODIFIED 90 I LAYER (2 LAYER PEEL 4 NO GAP IN FIELD HAT CHANNEL 4.: CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF 1 EDGE VINYL CASING BEAD I `' THICK, 3 COAT CEMENT HAT CHANNEL ; ' BALCONY DECK TO SEPARATE ACCESSORIES ONLY) + CANTILEVER CASING BEAD ; �; PLASTER VINYL CASING BEAD ; METAL LATH' THICK, 3 COAT CEMENT 5/8' TYPE `X' DRYWALL WOOD SHEATHING PLASTER 10 A DTL. @ CANT. W/TEXTURED 4 PAINTED WEATHER RESISTIVE 5/S' TYPE "X' DRYWALL I METAL LATH SCALE: 1 1/2' =1'-0" FINISH �.;.. W/TEXTURED 4 PAINTED LEGEND-' BARRIER Ml ' WEATHER RESISTIVE WOOD SHEATHING THICK, 3 COAT CEMENT BARRIER "2 FINISH -- -- PLASTER 4 POSITIVE DRAIN J' THICK, 3 COAT CEMENT 4 POSITIVE DRAIN L-� I WEEP SCREED NOTE: D I A INA t� IPLAN WRAP) fR5 VINYL CORNER BEAD WEEP SCREED PLASTER NO GAP IN FIELD METAL/� C I L. A�E R *1, S I UCCO WRAP VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF . LATH: LATH TO 5E PER SECT I OI � (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY R-103,11 / 45T1 l C - a4l - 09, 1„11N. 2.E� L.55. WfR15 L A*rER *2 (SORT 1F I f3ER — ...... — SEPARATE ACCESSORIES ONLY) FER SQ- YARD (UTILITY OR NOl IINA5UIL.DING PAPER) BALCONY DRIP BALCONY DRIP �- 11A EDGE INSTALLATION 11C EDGE INSTALLATION Cap COLUMN LATH DOES NOT 1„IEET 5PECIFICATION5) METAL LATH x x x x (w/`0 L " FLASHING) SCALE: NTS WOOD CONSTRUCTION STUCCO WOOD SHEATHING WEATHER BARRIER SISTIVE WOOD 5�--1AT�--I ING%f%����/_�.� 2x FR,41"IINC 1„IEMSER WRB LAYER "1, .; STUCCO WRAP 3/4 RESILIENT WEATHER RESISTIVE _ HAT CHANNEL BARRIER "2 1' THICK, 3 COAT CEMENT>< WOOD SHEATHING 5E L F - AD HE CJ 1 VE FL-A&H ING — — — — — PLASTER WRB LAYER "2, FORTIF15ER VINYL CASING BEAD ;> 1 ' THICK, 3 COAT CEMENT BUILDING PAPER PLASTER CORNER BEAD I i ! WRS LAYER 01 5/8" TYPE 'X" DRYWALL I ;. METAL LATH FASTENED TO SHEATHING ( `;- -1 STUCCO WRAP W/TEXTURED 4 PAINTED I" 1 ° O.C. MAX. METAL LATH.,.<i FINISH I, WOOD SHEATHING .1 i --Xx--x .. THICK, 3 COAT CEMENT '' (2) 2x12 HEADER PLASTER so VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 D DRIP EDGE � — WRB LAYER 01, STUCCO WRAP THICK, 3 COAT CEMENT M1"'I, PLASTER 1 6"SELF-ADHERING ' A FLASHING \ x i WRB LAYER 02, FORTIF15ER 1 = 1 BUILDING PAPER Ij� 1 `� METAL LATH - WOOD SHEATHING ' !� ' THICK 3 COAT CEMENT '\.,,(EXPLODED $ , V. , 'VIEW FOR PLASTER METAL LATH DRIP CAP .'4 CLARITY) All WRB LAYER 02, FORTIF15ER '\\ Y INSTALLATION � -- ` BUILDING PAPER WINDOW FLANGE _ ----- - WRB LAYER 01, WOOD CONSTRUCITON CORNER BEAD FRAME STUCCp WRAP14 A , WEATHER RESISTIVE 2 1/2 BARRIER 01 CORNER BEAD WRB LAYER *1, FORTIFIBER ; '1 BUILDING PAPER WEATHER RESISTIVE (FASTENER 4 SPACING I" O.C. S ` BARRIER "2 \ N METAL LATH i VINYL CASING BEAD THICK, 3 COAT CEMENT PLASTER THICK, 3 COAT CEMENT ; 1 5/6' TYPE 'X' DRYWALL ' ' METAL LATH PLASTER W/TEXTURED 4 PAINTED FINISH !. WOOD SHEATHING 6 SELF -ADHERING - - CMU FLASHING i THICK, 3 COAT CEMENT HEADER/BEAM g \ / PLASTER ±? `. N' THICK 3 COAT CEMENT VINYL COMER BEAD I' VINYL CORP. 4' DRIP CAP ' ` POSITIVE DRAIN PLASTER APPLIED _ _ _ _- ----- WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) t4B CORNER BEAD k 15B BLOCK CASING BEAD 0S) WINDOW 11EDRIP EDGE INSTALLATION (FRAME, NO BAND, 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti 0 U 0 W > = d U O 0Lu u -► copo L-ul pn - A Ew., Q�aaAa c M f C A 0 e r h v CQ SUBDIV. & LOT: ABBO TT PARK LOT #38 BLK #9 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C rs%ir, r 05 26 20 DATE: SCALE: 1/4" = 1'-0" SHEET �Km ------------------------------------------------------------------------------------------------------` Y4' GAP TYP THICK, 3 COAT CEMENT" THICK, 3 COAT CEMENT WOOD SHEATHING CA51NG BEAD PLASTER 1X TRIM MEMBER TO TRIM METAL LATH SEALANT PLASTER WRB LAYER 01, # s STUCCO TO %% METAL LATH STUCCO WRAP SIDING TRANSITION U1R5 LAYER 02, FORt1FI5ER '>< WOOD SHEATHING BUILDING PAPER a SIDING WOOD SHEATHING WRB LAYER 02, FORTIF15ER -----� -.' ., -T-d. - BUILDING PAPER _ I, ' I ''' :! I # I I WRB LAYER 1, I 7.' ' ' STUCCO WRAP I WINDOW FRAME'400I METAL LATH i.............................................................. UJRB LATER *2, FORTIFIBER I �, , BUILDING PAPER , I ' THICK, 3 COAT CEMENT x ! WRB LAYER #2, FORTIFIBER STUCCO RAP UJRB LAYER "I, r PLASTER ; BUILDING PAPER STUCCO WRAP E - Z BEAD VINYL CASING ��..J. = ' (W/3/S° FLEXIBLE PVC BACKER ROD) ' (o "SELF -ADHERING _ i METAL LATH CASING BEAD '-- ....... ..., ' FLASHING " � SELF- ADHERE ING VINYL ANGLED %� `, ``-,..(EXPLODED S" THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD ` = `. VIEUJ FOR PLASTER SIDING T O STUCCO WRB LAYER 01, STUCCO WRAP, CLARITY) WRAPPED AROUND FRAMING '>< 1 MEMBER , ~ CASING BEAD ' 186' SELF ADHESIVE FLASHING DRIP CAP __ (CROSS SECTION) --- - - WOOD SHEATHING � I WINDOW FLANGE � UJRB LAYER "l, ,.-:-'""'�-"--"- � 2X FRAMING � %. STUCCO WRAP/' �� Pi �`� MEMBER �I VINYL ANGLED �� WOOD CONSTRUCTION DETAIL BELOW EXPLODED BEYOND f ' . FOR CLARITY CASING BEAD ' WOOD SHEATHING � � � WEATHER RESISTIVE `•' UJRB LAYER 02 FORTIFIBER r BARRIER BUILDING PAPER j i WEATHER RESISTIVE /---------------------------------------------- ------------------------------------------------ BARRIER 02 METAL LATH rr I1 LAP SIDING / I SELF -ADHERING ,------------------------------------------------------------------------------------------------_ F�lAL FLASHING / � 1 " THICK, 3 COAT CEMENT :..rr r 6 SELF -ADHERING I I' THICK, 3 COAT CEMENT 1/4 G�4P Tl'P PLASTER r FLASHING BAIERSISTIVE CASING BE,4D \ ` PLASTER }, r . STARTER STRIP \ \ BAARRIER THER 02 RESISTIVE SEALANT TO WINDOW METAL LATH 6'5ELF-ADHERING ., . l FLASHING a`jr � DO NOT CAULK OR I � \ i�/ 6' SELF -ADHERING SEAL OF � t '� � �� FLASHING . f ' i� ! ENING I A V' METAL \ I ° - GALV'D METAL WRB LATER 02 FORTIFIBER DRIP CAP G L D E L Z FLASHING 'ZI r ` � � -' FLASHING � -r.%' DO NOT CAULK OR I BUILDING PAPER i - I Y4' X 6' SIMULATED s SEAL OPENING ; WINDOW FRAME WOOD TRIM MEMBER i WOOD SHEATHING ' WINDOW FLANGE , , STUCCO CASING CASING BEAD @) WINDOW BEAD / ' I Y4' X 6' SIMULATED I WOOD TRIM MEMBER W BAND\ (FRAME, / SEAL GAP W/CAULKING........a°t,::-.s::. srre.:z:m .r.:. `� JKOR APPROVED SEALANT15C , � r STUCCO CASING I 1 BEAD I I SIDING TO STUCCO WRB LATER 01, 0P BLOCK TO FRAME STUCCO WRAP r I WOOD SHEATHING TRANSITION I 19 (o" WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE METAL LATH NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO SE PER SECTION 2X FRAMING (W/3/g" FLEXIBLE PVC BACKER ROD) WRB LATER #1, R-103.11 / ASTM C-S4-1-013/ MIN. 2.5 LBS, MEMBER PER Sa. YARD CUTILITY OR NOMINAL *APPLY FULL BED OF SEALANT BETWEEN STUCCO WRAP I,000D SHEATHING LATH DOES NOT MEET SPECIFICATIONS) FLANGE 4 BUILDING WRAP BUILDING WRB LAYER 1*2 FORTIFIBER --�- ---r- ----- WRAP BUILDING PAPER `--- ------------------------------------------------------------------------------------------------ wooD coNSTRucrloN '' BEYOND FLASHING DHERING g" THICK, 3 COAT CEMENT ; 5TUCCO IJRAP WOOD SHEATHING WEATHER RESISTIVE WEATHER RESISTIVE PLASTER -- ' 1 BARRIER 01 I _ BARRIER "I TO LAP I ° I><; I BARRIER�02 I // / \` O MIN. ABOVE TOP _EZ 13) E A D CASING WEATHER RESISTIVEWINDOW '' II �� }}�� /� ,{� ; I OF Z FLASHING 4; X - J I X WR�J L r�--� E R 0 T 5E UJ%6 RE-q VEAL PSIDING / / � I ,I BU I L D f NG 16A ='APE R SELF -ADHERING ' WEATHER RESISTIVE VINYL ANGLED I i z \ BARRIER FLASHING WEATHER RESISTIVE "1 BARRIER "2 CASING BEAD ' i / i \ \ \ / / METAL LATH \ � 1 STARTER STRIP VINYL CASING BEAD ,``�~GALV'D METAL DO NOT CAULK OR I I 'Z' FLASHING ��// /� j� t SEAL OPENING / ,� DO NOT CAULK OR 8" TH IC / 3 COAT CEME1 `t I \ SEAL OPENING CEXPLODED AST GALV'D METAL �� WEATHER RESISTIVE LEGEND �IEUi FOR FLAST'Z' FLASHING BARRIER 01 TO LAP I Y4' X 6' SIMULATED ! 6' MIN. ABOVE TOP CLARITY) WOOD TRIM MEMBER _ OF 71 FLASHING x: E-Z BEAD VINYL CASING 6' SIMULATED DRAINAGE PLANE (WRB (W/%, FLEXIBLE PVC \ / ,;""7,�,WV04.oX D TRIM MEMBER LAYER #1, S.�.UCGO WRAP) ROD) \ / ' SELF -ADHERING FLCo' SELF -ADHERING :; I r FLASHING UJRB LAVER #2 (FORTIFf BER FLASHING \ Y8' THICK, 3 COAT \\ ' ' SEAL GAP W/CAULKING CEMENT PLASTER r OR APPROVED SEALANT BUILDING PAPER) WEATHER RESISTIVE '' r WEATHER RESISTIVE BARRIER M BARRIER M METAL LATH X X X X CASINGBEAD ca�\j RAISED WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER 02 (W/%' FLEXIBLE PVC BACKER ROD) STUCCO BAND FRAME SIDING TO STUCCO WEATHER RESISTIVE BARRIER "2 17A SCALE: 1 1/2"=1'-0" (9) 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 x o u o _, Lu w o o a 0 p 3 f� q -1 Q Q Q Q t v ' eN 61 � C ae y SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT: 04181.000- 38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C rzmzzv i 05 26 20 DATE: SCALE: SHEET / i \ / ' i \ 2 x(o SUB - BAND W/1"x4" NOTCH END, WRAPPED PEEL 4 STICK DRIP EDGE I/S" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH -s CMU IN I� I\ I � I � I � METAL FASCIA WRAP Yal' FROM STUCCO, 1 FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) � I NOTE: NOTCH FOR 2 Xto METAL FA 2X& SUB I 0 I/V TEXTURED FINISH 0 UJOOD, 1/2' TEXTURED FINISH 0 CMU METAL LATH UJOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) WR5 LAYER *2, FORTIF15ER 5UILDING PAPER (FRAME ONLY) ROOF-ING CEMENT DRIP EDGE METAL KICK OUT - REMOVED EYOND) DFF WALL "CO) > FINISH a ;TUBED W/111x41' NOTCH e IN PEEL 4 STICK WRAP III OFF B BAND 2 " L PRE - ENG' D TRU55 TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 211x4"x4'-0" SCABBED TO TRUSS W/12c1 NAILS roll-5'1 O.C. MAX. 2x SUB -SAND W/V'lx4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL CC WALL SUB BAND DETAIL Ca) WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )/4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e 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 SUS -BAND W/V2"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 7LU�c,3 w > = a U qul Q ra Q. Hill H! 81 cal � r e e a A SUBDIV. & LOT: AB B O TT PARK LOT #38 BLK #9 PROJECT# 04181.000— 38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/4" SHEET WAS �a dJ i I JAI!1 1 J IH J IMA_M 11111lu lllii I Jli . I I 1 I, �� I �- c a Lf 2'-0" 16'-0" 20'-0" 9a,-.q" 29'-8" 2'-0" 11'-4" FOUNDATION PLAN SCALE: 1/4 = 1'-0" 7'-0" 11'-4" mi 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, ElINDICATES #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 _ (+)0"-0" F-24x24 24" 24" 12" (2) #5's (2) #5's _ (+)0"-0" 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 v J CA O ui ` w °L r o (L i a ( e `p oc 4 ry -I Lu d Ll Lu cl a i EW C 0 0 v 0 C lop SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000— 38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 60 MPH EXP. C PRINT DATE: 05/26/20 1 ' SCALE: 1/411 = 1'-01' 1 SHEET sl 30° MIN. EACH WAY MONOLITHIC FOOTING Z ° V. Z STEEL REINFORCING IN GROUTED _ Q STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ° p ° ° o P �. FT— ^ CELL SEE PLAN FOR SIZE AND a } SPACING REQUIREMENTS p ° ° D a SPACING REQUIREMENTS w C% D Q Lu ° v ° GARAGE DOOR l.L m W U W ° ° . LLI RECESS Q ° ° p °°. r FM J Z) �a U Z 8" CMU WALL U O p. 8 CMU WALL ° .riCORNER BARS, SAME SIZE AS BAR U)0 8' w w O co — o = Z_ IN FOUNDATION WITH 30" LEG EACH w = o +_ 0 -0 WAY AT ALL CHANGES IN DIRECTIONS cAM TOP OF SLAB OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS dTOP d a a x ° MATCH AMOUNT OF CONTINUOUS BARSa CURBFOR SLAB SCHEDULE ° ° aVARIES ° LL N MASONRY EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION d 6" CHAMFER (2-STORY) JOINT (WHERE • Q 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" 4. SEE SLAB SCHEDULE TOP OF GARAGE �. I CONTINUOUS STEEL MONOLITHIC ° UNITS T FOOTING REINFORCEMENT SEE SCHEDULE l'Olt ATE EV: EXT. PORCH SLAB 4" CHAMFER (1-STORY) 0'-0" W/ 1/2" ISOLATIONd 6" CHAMFER (2-STORY) JOINT (WHERE • a SEE SCHEDULELj� 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 N EXTERIOR MONO -FOOTING SCALE: 3/4"=V-0" &EXTERIOR MONO -FOOTING GARAGE SCALE: 3/4"=V-0" MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=V-0" RECESS AROUND DOOR OPENING 4 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 2" CAPPED _ W I 0 a 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. W/FLANGE BASE @ O a SECURED W/ 2- PART CL TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO �- _j EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY o J Q 8", UNO FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. ADDITIONAL METAL SPECIFICATIONS FOR cU) Q BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO 1: USE AND I COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4) 1/4" X 2 1/4" PREPARATION OF 4 o7 HOLES, DO NOT USE 10d w U) w UPLIFT IS PRESENT. TAPCONS All HOLE. W � x 3" w SEE SLAB SCHEDULE SEE SLAB SCHEDULE J Q Q a M �Q� TOP OF SLAB ° . d . a d TOP OF SLAB ° � �. F4" Q ° CHAMFER (1-STORY) 4 m d a 6" CHAMFER (2-STORY) d Q ° d• A O .4 ° A • d EQ. EQ. SEE SCHEDULE EQ, EQ. SEE SCHEDULE BOLLARD AV FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 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 8 (:6 SCALE:3/4"=1'-0" SCALE:3/4"=V-0" (W/ UPLIFT) SCALE: - (NO UPLIFT) 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 WALL W/ SYP No 2 STUDS SEE _Z PLANS FOR SPACING. SINGLE ^ BTM. PLATE TO BE PT. SECURE BT. PLATE TO } PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. Q uj ADDITIONAL METAL m U CONNECTORS NOT It REQUIRED WHEN NO UPLIFT IS PRESENT. O 8" CMU WALL o Z POURED LINTEL CONT. (TYP.) ° �p; 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE - d ° TOP OF SLAB •=� a I ., 2X WALL FRAMING +- 0'-01, Z °' SEE SLAB SCHEDULE —1/2" DIA. SIMPSON STB2 BOLTS 5" '.' TOP OF SLAB a °' Z o % MINIMUM EMBEDMENT INTO ° "ISOLATED" COLUMN PAD • . GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH ° — — —' — —•- FOUNDATION AND SLAB SEE SCHEDULE .4 °Ift A° SEE SCHEDULE FOR WxD, BAR SIZE • • d FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 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"=V-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 � J cn p lU 0 AA V N w ~ cn w 0 L0� Ck Or �y 0 0 Eli V ti � SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447-ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA NO 93723 PRINT 05 26 20 DATE: SCALE: 1/4" SHEET S I . I A a 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 _ R AR YP. � PAVERS #4 EB (T ) m w o +- 0'-0" +- 0'-0" op w Q 8" CMU WALL I - TOP OF SLAB a TOP OF SLAB o SEE SLAB SCHEDULE co U J Q 1/2" RADIUS OR o j O a SEE SLAB SCHEDULE N -j cn a Z a +- 0'-01. o w O v.- a TOP OF SLAB a w a °. SEE SCHEDULE ui ° W FOR WxD, BAR SIZE 0� w z w AND BAR QUANTITY a ° • •'d °4 _,---SEE SCHEDULE 00 O EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL AT ALL PAVER AREAS SCALE: 1/2"=1'-0" SCALE. 1/2 -1 -0 SCALE: 3/4"=V-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_ 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE p } BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ ~ PROVIDE DBL. TOP PLATE 1/2"x9" WEDGE ANCHOR W/ 2" op U WASHER SET IN HIGH STRENGTH ao J EPDXY 5-1/2" EMBED. MIN. @ 16" `� 0.. SIMPSON SPH4 OR SPH6 OC MAX. - Z 8" CMU WALL CD BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" o +- 0'-0" M COMMON NAILS FILL ALL a a TOP OF SLAB a ° ° c q TOP OF SLAB HOLES, DO NOT USE 10d °;�� x 3" SEE SLAB SCHEDULE ° a d Z ° SEE SLAB SCHEDULE w a +- 01-o„ EXT. PORCH SLAB 4" CHAMFER (1-STORY) 4 TOP OF SLAB J Ia W/ 1/2" ISOLATION a 6" CHAMFER (2-STORY) ° JOINT (WHERE _ APPLICABLE) Z_ MATCH STEEL REINFORCEMENT ° . 6" PVC CHASE iv PER SCHEDULE THRU FOOTING SEE SCHEDULE �> O i+� U a a da a° Q a a —s— v 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"=1'-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 BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w � � W o p z _ u a w n u wrn N A UJ LU LU w Q Lu Q M 01 0 0 0 f h V 4 SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK 9 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. PRINT 05 26 20 DATE: SCALE: 1/4" = 1'-0" SHEET sIo1� 26'-10" 20'-0" 16'-0" 14'-2" 12'-0" 8'-4" 4'-4" CoNIN 0 d' N E o co 0 Lo co 0 C9 F_ N ❑ - a 0 N 0 o a a a 6'-8" a a a oa 1'-8" 18'-4" FIRST FLOOR DOWEL PLAN. SCALE: 1/4 = V-0" M ti M N O N O i N CO M O i M - M O its - M p co p M O e- 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325ul F2. w � SUBDIV. 8e LOT: ABBOTT PARK LOT #38 B LK 9 PROJECT 04181.000- 38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. C ARCHITECT TE OF FLOF roil 'a I .......... p , , :6p.,4 i Lm_�mlg'Lovm*�" J PRINT 05 26 20 DATE: SCALE: 1/4" = 1$-0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. d . Q ^. d a' n TO HORIZONTAL 9 REBAR W/ 10" HOOK Z a Q Q a. ° d d a GROUTED BOND BEAM i\1 VARIES PER ELEV. ° ° d d Z ° a d d 4 Q a d d 4'.. a CV a ° Q Q a 4 Q d Q #5 BARS ® ry d m a m a d 00 d 00 d 10" HOOK d 811 M a LL `4 Q_ � ad a � � a .c d d d. � J Q a d o m ^ 4 a1...d d d 4 0 z 0 CLEAN OUT REQUIRED 4 _aa Q d 4 d Q, a e. a 1 -0 Q FOR INSPECTION a. d 4 a: 00 d Q 00 a 00 a 1'-0" cr- M 0'-0" FIN. FLR. a O a d a a. d NY)TIE ERTICAL REBAR a a s TO HORIZONTAL I d 4REBAR W/ 10" HOOK a ' O 1 -0 CMU UNIT DIMENSIONS 0 = ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS METHOD HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL REINFORCING 2 REINFORCING BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" w w I0 V d NEW REINF. BAR 0� U) SECURED W/2-PART d ( EPDXY. MIN. EMBED Q -J J 6", UNO = Q FOLLOW ALL MANF. SPECIFICATIONS FOR _ ry USE AND Q PREPARATION OF W co HOLE. 0 4 d o O a Ff �d d d d d, n a A d d' Q a STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=V-0" mmolmai 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W U A - 4 Q A A 64 ti SUBDIV LOT: ABBOTT PARK LOT #38 B L #9 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHITECT. STATE OF FLORIDA 4 L A. ABO 7CH17 � NO 93723 PRINT 05 26 20 DATE: SCALE: 1/4" SHEET S1. 2A n_ 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE &MARK SIZE REMARK DESCRIPTION 1D (2) 2X8 BEAM SCHEDULE 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) W 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 C61 CONCRETE 1 3000 1 8x31 2 Rows (2) #5 1 (2) #5 1 #3 1 8"0. 1 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 4~114-4AfN SAFE LOAD -POUNDS PER LINEAR FOOT 4~4~ r SAFPL LOAD 14�I�ffr 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 8F20-1T 8F24-IT 8F28-1T 8F32-1T 8F8-1B 8F12-1B 8F16-1B MOAB 8F24-1B 8F2&1B 8F32-1B 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 3'-6" (42') PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3'-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 1 2305 3060 1 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 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(35) 7342(19) 8733(,e) 10127(19) 1016 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(1s) 2080(13) 2593 (9) 3107 (e) 3620 (4) 4133 (3) 1451 2622 4360 7168(45) 6036(,9) 7181(,9) 8328(2o) 929 1567 2080 2593 3107 3620 4133 V-6" 78" PRECAST ( ) 908 1238 2177 3480 3031 3707 4383 5061 ,- " " 6 6 (78) PRECAST 507 721 490 ,- " " 6 6 (78) PRECAST 835 (12) 1407(2e) 186421) 232918 2790(,$) 3251(14) 3712(12) 1238 2177 3480 5381 8360 1039497) 8825(14) 835 1407 1868 2329 2790 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 (2s) 1065(2e) 1624(31) 2025(2s) 2426(a) 2827(25) 3228(24) 1011 1729 2661 3898 5681 8467(44) 6472 (15) 727 1224 1624 2025 2426 2827 3226 9'4" 112" PRECAST ( ) 554 699 1160 1625 2564 3486 2818 3302 " 9-4„ (112) PRECAST 326 512 230 9,-4„ (112) „ PRECAST 591 708(25) 1136(34) 1474(34) 1815(34) 2157(34) 2500(34) 752 1245 1843 2564 3486 4705(37) 6390(4n 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(s3) 2011(33) 643 1052 1533 2093 2781 3643(3s) 4754 (4s) 530 695 1180 (s) 1472 (4) 1763 (z) 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 (3z) 1037(32) 1274(32) 1513(3z) 1753 32) 582 945 1366 1846 2423 3127 4006 494 607 1042(,o) 1372(11) 1643 (s) 1915 (e) 2187 (5) " 12 -0" (144) PRECAST 337 540 873 1254 1684 2193 2805 3552 " " 12 =0 (144) PRECAST 244 402 137 " " 12'-0 (144) PRECAST 470 ) 458 23 724 (31 938 (32) 1153(32) 1369(32) 1585(32) 540 873 1254 1684 2193 2805 3552 470 550 940 (to) 1302 (1s) 1560(13) 181801) 2075 (,o) " 13 -4" (160) PRECAST 296 471 755 1075 1428 1838 2316 2883 " " 13'-4 (160) PRECAST 217 324 110 � " " 13 -4 (160) PRECAST 418 ,$) 386 (n) 607 (3o) 785 (3o) 964(3o) 1143 3, 1323 (3, 471 755 1075 1428 1838 2316 2883 428 460 780 (9) 1159(2,) 1418(2o) 165A19) 1887(m 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 W-0" (168') PRECAST 205 293 100 14'-0" (168") PRECAST 384 (1e 358(21) 560(z9) 724 3o) 889 30) 105430 1220(3o) 442 706 1002 1326 1697 2127 2630 410 425 717 (9) 1063(21) 1358 1582(22) 1807 ,) W-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 (29) 1131(3o) 458 783 1370 1902 2245 2517 2712 246 395 663 9 980 (2o) 1303 zs 1518(2s) 1734 (zq 15'4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 164" (184") PRESTRESSED N.R. 259 83 15'-4" (184") PRESTRESSED 224 313 486 (a) 627 (29) 769 (ze) 911 (29) 1054(z9) 412 710 1250 1733 2058 2320 2513 230 368 616 9 908 (20) 1240(2e) 1460(2-0 1668 (zs) 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 (zs) 521 � 638 ( 756 ( 873 300 548 950 1326 1609 1849 2047 192 306 606 (s) 740 (19) 1005z 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 (1n 348(25) 447(25) 547 z 647 747 25 235 420 750 1037 1282 1515 1716 166 263 429 a 623 (1e) 841 1059(30 1227(30 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR " " 21-4 (256) PRESTRESSED N.R. 125 42 „ 21 � (256 } PRESTRESSED 142 204 ,e 307 (23 393 (23) 480(2s) 568 E4 655 (24) 180 340 598 845 1114 1359 1468 142 232 373 () 537 (17) 721 s) 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 (z2) 379 (23) 462 546 (23 630 (z3 165 315 550 784 1047 1285 1399 137 223 368 m 513 (v) 688 z4) 863 (a 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 17904), 267 (2,) 342 (21) 416 (21) 492 (21 567 (2z 129 250 450 654 884 1092 1222 124 202 319 Ml 455 (,$) 606 (2s)1 757 n 1 1 876 w (#) 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 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W o Lu > J J w o a p j Ck t— clj OlL 4 �4 A w ;; Lu 0 4 0 Q o 0 [w �' c CaN A r S4 v 66- Lj� cn SUBDIV. & LOT: ABBOTT PARK LOT #38 B LK 9 PROJECT# 04181.000- 38091 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: 1/410 = 1'-0" SHEET S 2 �771_li 7—d 6.;I,. AWITT _id bit �,If�.Ill�lN, 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. „ PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING Ilk REINFORCING47- (L2) 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 t 1 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" FLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM J� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 COURSE OF BOND BEAM — TOP OF THE LINTEL. 811 VERTICAL REBAR W/ 10" HOOK / � 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. PQ� FAG 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM • � EACH COURSE G 8x8 BOND BEAM — TOP OF • OQ�G��C� W/ (1) #5 BAR ue BOND BEAM F = FILLED W/ GROUT 30" TYPICAL l ��U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND a OF OPENING WIDTH # OF #5 S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/ 1 M/O B 8 LINTEL W/ (1) #5 BARR CONCRETE NOMINAL LENGTH OF BAR = WIDTH OF MASONRY HEIGHT #OF#5'S,TOP BEAM DESIGNATION OPENING-2' CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 REINFORCING O F BOND BEAM THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" 1 AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1'-0" AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP OL LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) S2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM 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 AS SHOWN a 3 1/4" 2x6 (MIN 2 X 3) 2-3/16 TAPCON 00,100 PRE -CAST 4 N OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/41n ' 8" SLOPE FROM EACH END AND 18" M EMBEDMENT O.C. MAX.IDMENT 0 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN -N- OPEN FACE SHELL SO _ SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER BILK. EA. END BOND BEAM #5 MIN. REQUIRED IN 18" O.C. MAX. MI 1-1 4" MIN. 2-12d PER B EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW VCMU WALL CORNER BARS SILL CONSTRUCTION _ ARCHWAY FRAMING DETAILS - AT SCALE. 1 1/2 1 0 5 SCALE: 3/4" = 1'-0" 3 AT CORNER STEP SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I SINGLE #5 CORNER Ik` - BAR, 30x30 TURNED UP I OR TURNED DOWN INTO STEEL REINF. OF `F ( FILLED CELL BOND. BEAM o �v II � 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 BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrouP.com 0003325 W y W O 0Lu > U d 0 V J w p Q Q 4 Lemco u Jcp 0 4 CA Q 0 A 0 0 V CQ SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK 9 PROJECT 04181.000- 38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. PRINT 05 26 20 DATE: SCALE: 1/41' SHEET S2. 1 A _. i �aa.i� iac.� �LQill� A.i CIA ... i.�.. w. �d>Y�I .I �1 { i�111V.1. �.. II I III , l1 1! 1, it �,lii 1,!!! I iF ii ! 1I:. 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 Y2'x5 Y") SYP. HTT4 W/ 5/8" DIA. (5/S3.1A) PT., WOOD POST x 5" EXP. BOLT WD-2 4X6 (3 Y"x5 Y") SYP. ABU46Z W/ 5/8" DIA. PT., WOOD POST x 5" EXP. BOLT r---------� FIRE DRAFT STOP L---------I FLOORS �_ 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS III 3/4" PLYWOOD 'I I DRAFT STOP PRE-ENG. FLR. JOISTS I I� I II fl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 4 9A I 3.1 i 3.1 IL _ _ - - 2x4 WOOD WALL W/ 10B 2x4 WOOD = SYP. NO.2 STUDS. 3.1 II WALL W/ PLACE DBL STUDS 3 SYP. NO.2 UNDER EACH JOIST U- 3.1 STUDS @ 12" O.C. u II I 4 I II II II II II �I I U- - - II II II II II 11 U- II I) II II II II II m 11 II II II (I I) HJ3 II II I) u II WD II APPLY DRAFTSTOPPING II 2x4 WOOD II 3.1 ALONG THIS TRUSS AS TO WALL W/ LIMIT AREA TO 1000 S.F. I II SYP. NO.2 FBCR 302.12 II I STUDS @ 6 FJ3 II 4 _ - 12 O.C. FJ6 11 =FI �7E�_ ° FJ4 3.1 _�__ _ -� 2X4 WOOD WALL W/ SYP. NO. 2 = _ STUDS. PLACE - - 3.1 DBL STUDS I - - - - - UNDER EACH - - JOIST u Q z O 9B FJ7 Aclo �3.1 2x4 WOOD WALL W/ SYP. _I p0 co Ua 06NO.2 STUDS @ 12" O.C. _ U) 3.1 FJ7 II o - - - Li FJ5 = _ FJ5 I I - - - - - - - - FJ5 u II - - II== _ _ _ _ - - = H1G - HJ4 9B 10B 3 II 3.1 3.1 3.1 EJ3A-T 11-- ti6o 11 Don II SECURE HU26X TO GIRDER 4 W/ (2)10d x 1 1/2" HGD.NAILS, 1'b CMU W/ (4)1/4" x 2 3/4" c 3.1 TITEN 2 ANCHORS 4 U v FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" I -JOIST ti '3A 10E 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 S3.1� CH1H y' 11,y tiUll 43.1 0 '3.1 3 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 o V J w p U °C Q V o � U rn A � 2aQeL> � Ll Q Ll d w � w 0 ti M T Q A 0 e f 6 v cn SUBDIV. & LOT: ABBOTT PARK LOT #38 B LK #9 PROJECT: 04181. 000- 38091 MODEL: 3EFB "2447-ROBIE" GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION 'G' 60 MPH EXP. C ol rs`ir' j 05 26 20 DATE: t SCALE: 1/4" = 1'-0" SHEET s0 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 2' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B- 2 SIMPSON HETA16 TRUSS ANCHOR WITH (} ROOF/WALL/FLOOR SHEATHING TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 W/10 10d TO (12) 16d x 1 1" NAILS TO TRUSS FASTENER SCHEDULE (9) 10d x 1 2' NAILS TO 6", 8" x 4'-0" MAY BE ADDED TRUSS AND (4) 1/4"x 2 1/4" DBL STRAP, 1 EACH SIDE WRAPS UP AND 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 NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO (16) 10d x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF ADDITIONAL PLY MAX. TO BLOCK WALL W/10 10d TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS\,--A-(I) ANCHOR SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HD TO CMU AND (12) SDS TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL REQUIREMENTS. 4" x 2 2" TO GIRDER CONT POURED LINTEL 2x SECURED Wf (3) 16d ZENGINEERED GALV. COMMON NAILS. WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) 1" x 5" TITEN HD TO CMU AND (18) SIDS I" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ 3 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2)x 57ITEN HD TO CMU AND (18) SIDS T" 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 TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER SCALE: 3/4"=1'-0" CONNECTOR(S) 2a 2b 2c SCALE: 3 GIRDER CONNECTOR(S) SCALE: 3/4-1-0 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 7@/EEACH TA12 20 GAUGE PER ELEVATION 10dx1/2 HDG COMMON NAILS. END TOTAL OF 10 SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 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, OR 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2 WOOD FASCIA STRENGTH EPDXY 6" PER ELEVATION. PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD LVL/I-JOIST WITH BACKER BLOCK o -1 C\l(2) �— 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED A SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ 10d's @ EACH TRUSS U) : U L Of d >_ SECURE I -JOIST TO TOP PLATE TO BE INSTALLED @ w/ (2) 12d TOENAILS BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES wn DOUBLE TOP PLATE _ 2x4 OR 2x6 WOOD BEARING HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT ;z7/10'00 SEE SCHEDULE FOR BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE TO SLAB & (18) 16d x 2-1/2" NAILS TO POST., SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 12xLUMBER BTM. PLATE TO BE PT. POST TO SIT DIRECTLY PROVIDE DBL. TOP PLATE ON SLAB PROVIDE BLOCKING 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER SUHDIV. & LOT: MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF AB B O TT 1/2" GYP. WL. BD. 10'-0" O/C MAXSECU RED W/ (2) 10d DEPICTED SEE PLAN PARK a ° COMMON NAILS AT EACH CHORD INTERSECTION TYP. BLOCK WALL W/ GABLE END LOT 38 BTM CHORD BRACING # BLK #9 PROJECT# 04181.000-38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: DETAILS (I —JOIST) 60 MPH EXP. C 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W � � p Lu �7 U 0 4 o V } _ w 0 Q o 4 o %J C coui °L W cl Q EN, M r 0 f E V 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) 10dxl-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-BOLT/J-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 FL#17241 ALTERNATE MATERIALS STUD NOTCHING WOOD LEDGER 11 AND BORING LIMITS ATTACHMENT DETAIL 10 I -JOIST WOOD LEDGER DETAIL SCALE:3/4"=1'-0" SCALE: 1 1/2"=1'-0" 9 SCALE: 3/4"=1'-O" SCALE: 3/4"=1'-O" a° ° a a ° d . • ° I -JOIST CONNECTION @L.B.W. ° • 0 ° 0 . ° ° a a LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=V-0" 6 SCALE: 3/4 -1 0 "= '- �� PRE-ENG'D TRUSS SCALE: 3/4"=V-0" 4 SCALE. 3/4 -1 -0 (NO UPLIFT) ., 24" MAX. w/ I -JOIST 8" END $" MAX SPACING END WIWOIST 06 TRUSS BRG. OR BTM. PACIN OFSHEATHING SEE FRAMING PLAN TYP. TYP. YP. END OF MAX MAX MAX LEDGER BD, 2,. THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4*D O 1/2" EXP. BOLT/J-BOLT W/ 2" (2) 2X8 SYP P.T. LEDGER BOARD 0 EDGE FROM (2) 2X12 SYP P.T. LEDGER BOARD TO 3/4" EXP. BOLT/J-BOLT W/ 2" USED SO LONG AS THEY CONFORM TO T H E HOLE EDGE >5/8" WASHER & 5 1/2" TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & 5 1/2" r HOLE DIAMETER MIN. EMBED. (TYP) WITH WOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) FOLLOWING < 2/5*D SGL. STUD INTO GROUTED CELLS, 8" ALL 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 00 Z 4'-0". 3. ALL BOLTS TO HAVE WASHERS z EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"WEDGE-BOLT/J-BOLT, 5" MIN. 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" (2) 2X12 SYP PT AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND 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 0/C. - - z_ THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO FL#17241 °O 5. ONLY LEDGER IN DIRECT CO 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) 3/41° 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 EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST SYP PT CMU REQUIRED TO BE P.T. LEDGER SUBJECT TO F1 AND F2 FORCES. FL#17241 SIMPSON H6 W/ " (8)8d COMMON NAILS 2x STUDS #8 WOOD SCREWS x 2' SIMPSON H6 W/ (8) 8d EACH END LONG @ 3" O.C.; COMMON NAILS, EACH STAGGERED END EVERY STUD OR ON #8 WOOD SCREWS I AS SHOWN EACH END OF "BUNDLE" x 2" LONG @ 3" O.C.; OF STUDS STAGGERED OFF CENTERLINE DBL. 2X8 SYP #2 LEDGER. PLYWOOD FLOOR 3/4" AS SHOWN SEE BOLT SCHEDULE, SHEATHING I 10/S3.1 A. 8" CMU WALL REINF PER PLAN ° 8" CMU WALL S REINF PER PLAN PER ELEVATION ° _3/4" e11/4 PER ELEVATION O F N SCREW PATTERN 0 SCREW PATTERN 0= _ I -JOIST (SEE z0= o T_Lp< N FRAMING PLAN) U) m 00 Z*w O p4nQ PER ELEVATION N m=Z Z;*w PER ELEVATION N m =Z (2) 2x4 P.T. W/ I -JOIST (SEE DBL 2X12 SYP #2 LEDGER. SEE 2x4 P.T. CEILING 24 MA) MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. ) @ 12" O.C. NAILER W/ FRAMING PLAN MASONRY NAILS SIMPSON SPH4/SPH6 BTM. 1X2 FIRE -STOP @ 12" O.C. I -JOIST LVL PLATE STRAPS W/ 10d x 1 1X2 FIRE -STOP 1/2 HDG NAILS SECTION DETAIL SECTION DETAIL WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL NOT USED 2 I -JOIST PARALLEL TO WALL TO EXTERIOR WALL TO EXTERIOR WALL 1 SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" 5 NOT USED 6 NOT USED 7(:NOT USED PRE-ENG GABLE TRUSS 01 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'4" O.C. (AT SHEATHING SEAMS) (BLOCKING —PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) MAX o 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR LOCATION FOR STRAPPING PRE-ENG ROOF TRUSS VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH T_, y 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 LINTE PLANS FOR SPACING. SINGLE POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE . °. • • • PROVIDE BLOCKING 10+ SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ SECURE BT. PLATE TO SLAB W/ 10d x 1 1/2" COMMON NAILS 1/2"x9" WEDGE ANCHOR W/ 2" CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL HOLES, DO NOT USE WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10-0 x 3" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 10b 10c OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS TO POST CONNECTION 8 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 aL.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 G:10,335 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: 407-7744078 www.abdesigngroup.com AA #: 0003325 w � J p w i u o o Q U w U �► 2 <Q N N A Lu � 0 Q 0 Q CW M 0 C A A A C i~ v ti EQ SUHDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000-38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: DETAILS (I— JO IS T) 60 MPH EXP. C 10 ARCHITECT - STATE OF FLORIDA i R AR NO 93723 CRA PRINT 05 26 20 DATE: l SCALE: 1/4" = 1'-0" SHEET S 3. 1 29'-8" 2'-8" 2114" 5'-8" 4 / c Q 2.1 3 _j 2.1 U U DO w- J J_ U- ~~` V 0 9'-4 3/4" TOP OF DECK 0 r C9 i O O O Lo O Lo a a _ voPEN N N I/ \o 0 a a a a o a a o 0 2'-4" 12'-4" 5'-4" 3'-8" 6'-0" 20'-0" 9'-8" 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" [�L 1 N. RONALD REAGAN BLVD LONGWOODFL 32750 PH: 408 FAX: 4078 www.abde.com AA #: w p J p �w �7 U w 0 o w < u �► CL CQ A LU � 0 Q 0 Q 61 0 Y 0 0 h v SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK #91 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR DECK PLAN 60 MPH EXP. C. DATE: ..v/ r.v/ r-v SCALE: 1/411 = 1'-0" SHEET S z 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 4" - TYP. 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 I WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.C. UUUUK UVtK ti 1 UU. NMILJ, lf) CM,n r-rvLJ i V i ML Ur i,+ �4" NAILS. APPLIED TO INSIDE FACE TYP. ONLY FL#17244 A PROVIDE (3) STUDS @ CORNERS LAP TOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" (1) 2x FLAT TOE NAILED TO C1 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. NAIL STUDS TOGETHER W/ 12d @ 12" O.C. PROVIDE (3) STUDS @ CORNERS LAP TOP PLATE MEMBERS 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. PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" all 'At �' FWIM mwWAidWOOD WALL •- (2) 2x TO BLOCK ON 2x6 & 2x8 WALL C2 (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. 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) d 0 c7 Y U a (2)2 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 2x4 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 - 10 ft 5 9 - 10 ft 3 2x6 2x6 2x6 2x6 2x6 2x6 2x6 (2) 2x6 9-10ft 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 J (2) 2x TO BLOCK ON 2x6 & 2x8 WALL 0 0 0 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 REAGA LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 CQ o 0 cA U w w 0 ~ U .. O J p W_ 19- NJ' A lu14 cl pQ Q uui 4 0 � Q � M 6, f _ A 0 A 0 0 C �V^^ vJ SUHDIV. & LOT: ABBOTT PARK LOT #38 BLK #9 PROJECT# 04181.000-38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/4" SHEET S4. 1 A ♦1 T - u 1, 1, 13.._,A# L Far l,i i I ,:; ,. V 1 T T �� �- _TT i � 27'-4" 23'-8" 18'-0" 12'-0" 6'-0" 2'-4" 0 0Ell A El 0 0 0 0 0 a o El co _ 0 N a a N M o E 1E 3'-5" 6'-4" 0 1 0 � E 2'-0" 5'-8" 9'-8" 14'-4" 18'-0" SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 00 00 M O i N 00 r` O N � N O co O M p M p I` - M O M O i [1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 x w o 0 > z _ U w a w 0 F H ui L1 0 C0� ui � a a M � � 0 0 iti I- � SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK 9 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. C SCALE: 1/4„ = 1'-O„ SHEET S4.2 - - - - - - - - - - - - - i I 1 11 1 , . . , rl- i I I I I ------ F-1 I __1 - - I I - __ - 1 1 1 1 , 111 1 1 � i �i I , : , I I � I't , I fi, j 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) 1 Od 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 Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & REMARK DESCRIPTION 1D (2) 2X8 BEAM SCHEDULE 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 (psl) SIZEW'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(2R)ows 1 (2) #5 1 (2) #5 #3 8"O.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 4Ai7%CAffr SAFE LOAD -POUNDS PER LINEAR FOOT 4CMW-40 / SAFPL LOAD C„�,, ~11411 SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SU8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH 8F8-1T 8F12AT 8F16-1T 8F20-iT 8F24-1T 8F28-1T 8F32-1T 8F8-1B 8F12-1B 8F16-1B MOAB 8F24-18 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 3'-6" (42") PRECAST 1025 1024 1598 T-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 2893 4605 6113 7547 8974 10394 11809 1363 1 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 4711 5379 V-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 S-4" (64") PRECAST 411 411 745 5'4" (64") PRECAST 1016 171411) 2276(4) 2838 3399 3961 4522 1663 3090 5365 7547(36) 7342(1s) 8733(1s) 10127(1s) 1016 1715 2276 2838 3399 3961 4522 VAT (70"} PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 VAT (70") PRECAST 340 339 616 VAT (70") PRECAST 909 1567(1s) 2080�13) 2593 (9) 3107 (6) 3620 (4) 4133 (3) 1451 2622 4360 7168(a5) 6036(,$) 7181(1s) 8328(so) 929 1567 2080 1 2593 3107 1 3820 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(2s) 186421) 2329 1s 2790(1s) 3251(1a) 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 -6" (90)" PRECAST 424 534 363 7 �- 6" (90") PRECAST 727 (23) 1065(zs 1624(3,) 2025(2s) 2426(2s) 2827(25) 3228(24) 1011 1729 2661 3898 5681 8467(44) 6472 (15) 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 554699 1160 1625 2564 3486 2818 3302 9'-4- ( 112„) PRECAST 326 512 230 9'-4- ( 112„) PRECAST 591 708(25) 1136(34) 1474(3a) 1815(3a> 2157(34) 2500(34) 752 1245 1843 2564 3486 4705(s�) 6390(a>') 591 862 1318 1 1643 1969 1 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(2a) 916 (a3) 1188(33) 1461(33) 1736(33) 2011(33) 643 1052 1533 2093 2781 3643(36) 4754 (as) 530 695 1180 (s) 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(32) 582 945 13M 1846 2423 3127 4006 494 607 1042(,o) 1372(11) 1643 (e) 1915 (6) 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 ) 1369(32) 1585(32) 540 873 1254 1684 2193 2805 3552 470 550 940 (,o) 1302(1s) 1560(13) 1818(11) 2075 o " 13 -4" (160) PRECAST 296 471 755 1075 1428 1838 2316 2883 " " 13 -4 (160) PRECAST 217 324 110 " " 13 -4 (160) PRECAST 418 (1s) 386(zz) 607(3o) 785 (3o) 964(3o) 1143 1) 1323(3,) 471 755 1075 1428 1838 2316 2883 428 460 780 (e) 1159 (21) 1418(2o) 1653(1s) 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 (2s) 724(3o) 889 30 1054(so) 1220 (30 442 706 1002 1326 1697 2127 2630 410 1 425 717 (.) 1063(2+) 1358(23) 1582 1807(21) 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED .R. N.R.4 91 14'-8" (176") PRESTRESSED 239 334 (21) 520 (zs) 672(29) 825 (2s 978 (29 1131(3o) 458 783 1370 1902 2245 2517 2712 246 395 663 s 980 (2o) 1303(2s) 1518(m) 1734 (24) 15-4" (184) PRESTRESSED N.R. NR NR NR NR NR NR NR " " 15-4 (184) PRESTRESSED N.R. 259 83 " �� 15-4 (184) PRESTRESSED 224 313 20 486 (2e) 627 (29) 769 (2s) 911 (29) 1054(2s) 412 710 1250 1733 2058 2320 2513 230 368 616(9)_908 (2o) 1240(26) 1460(M 1668(zs) " " 17-4 (208) PRESTRESSED N.R. NR NR NR NR NR NR NR " " 17-4 (208) PRESTRESSED N.R. 194 64 " 17� (208) PRESTRESSED 187 263 (1s) 405 (23) 521 (zn 638 ( 756 (M 873 27 300 548 950 1326 1609 1849 2047 192 306 506 (s) 740 (,$) 1005 1271(31) 1473 3+ 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 (1n 348(25) 447(2s) 547 647 (z5 747 (2s 235 420 750 1037 1282 1515 1716 166 263 429 s 623 (1s) 841 m 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 (23) 568 a) 655 180 340 598 845 1114 1359 1468 142 232 373 (n 537 (17) 721 (26 905 ) 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 (n) 379 (23) 462 (23) 546 23 630 (23) 165 315 550 784 1047 1285 1399 137 223 358 513 (,) 688 (ze) 863 (2s> 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 (1a) 267 (21) 342 (21) 416 (21) 492 (21) 567 (22) 129 250 450 654 884 1092 1222 124 202 319 m 455 +e) 606 (23) 757 w) 876 w) (#) 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 � 1 `♦ E 1 � 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 I ` I ` I ` GT `♦ `♦ I I 8F8- 1 1 T/OM/OB ♦ 1 1 ♦♦ 1 - ♦ 1 0 1 ti 1 1 GTNA ♦ ` 1 8F8-1 T/OM/OB 0 1 ♦I ♦, 9 1 ♦♦ `♦ 1 C ♦ 8F8-1T/OM/OB 8F8-1T/OM/OB 1 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" — .a 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 4 R 0 Lu w } w � 4 Ln chi w w [� Ell 4 � 00 0 A 0 0 A C V SUBDIV. & LOT: ABBOTT PARK LOT #38 B LK #9 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. I PRINT 05 26 20 DATE: SCALE: 1/4" = 1+-011 SHEET S 5 Vr 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. tiV> CJ1 CJ3 CJ5 1I 1B 3.1 -momOn N L 01000 L 0 Ilk, 0 / I NTRUSSES A4 / S3.1 A3 PRE -FA R @ 24" O.C. (TYP) A2 loe 22"x36" ATTIC 0 ACCESS I I I I A1A = I I I I A2A A3A -cw IL—=�= 1= _ = IA4A�= U GT ` -G ,. EJ6 .. A5GA O u u �i EJ68�i CJ5A ( I CJ3A= M Lo l!j M U U U U Lo co CJ1 1A U U U S3.1 tiv6 ROOF FRAMING PLAN_ SCALE: 1/4" = V-0" � U O O ~ o m o � N 0 @ J Z Z U O Q m 0 ry fY O U 1B 1B .k3.1 CJ5 CJ3 a CJ1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 wui p = U J 0 v o Q F- ~ � w N v AI ul -t w 4 u�i Q o cs ENI in a, r 0 e 0 C v SUBDIV. & LOT: ABBOTT PARK LOT #38 B LK #9 PROJECT: 04181.000- 38091 MODEL: 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN ELEVATION ' G' 60 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/4„ = 1'-0" SHEET s n 1 (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 10dx1 1/2" GALV. COMMON PLYWOOD SHEATHING, SEE TRUSS AND 10dx3" HDG NAILS TO SIMPSON SP2 NAIL PER "ROOF/WALL/FLOOR NAILS, FILL ALL HOLES. "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 Z 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. ENGINEERED 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 B ALLOWABLE UPLIFT = 2080 LBS (2 STRAPS) A ALLOWABLE UPLIFT = 1885 LBS (1 STRAP) TOP PLATE ROLLOVER B ALLOWABLE UPLIFT = 3770 LBS (2 STRAPS) 3 STRAP DETAIL NOT USED SCALE: 3/4"=1'-0" TYPICAL TRUSS/GIRDER CONNECTOR(S) TYPICAL GIRDER/TRUSS CONNECTOR(S) la lb SCALE: 3/4"=V-0" 2a 2b "= '- SCALE: 3/4 -1 " (4y PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT o SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD FOR STRAPPING BRACING. SEE PLAN FOR VERIFY LOCATION 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 GABLE TRUSS @ FRAME WALL 5 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 � J cl 0 U 0 qui ui LuQ w a Q o 0 A V SUBDIV. & LOT: ABBOTT PARK LOT #38 B LK #9 PROJECT# 04181.000— 38091 MODEL- 3EFB "2447— ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. PRINT 05 26 20 DATE: SCALE: 1/4" SHEET S6. IA c r F C-1. m `l GABLE - END 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. 11W E�0 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 SCREW SHANK (16-20 RINGS 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. d- V U) J a zw Z CD :) 0 W YU Q U =o U) z 00 8d RING SHANK GUN NAILS @ 4" O.C. . TOP & BOTTOM EDGES „ J_ Q z Z D CD o J W F z 2 W z b O W . J Q Z ' tJ Z 0 0 Y Z Q ' 2 z 00 U) J Q� ZW z (D Z) 0 (D W Y @) =U U Z IY 0 J Q Y Z Q w W U)U w w �_ U E— U U)Z o ao w co z 0- TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD I U tit 5 I KUU I UKAL 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0. N FIELD I YK J/4" I &U SUti-rLUUK UtUKINIJ ULULU I U ALL LXh'USLU MtMbt=KS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS 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 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, 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 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 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. 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: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC 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. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 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 EXCLUSIONS FROM THESE 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 ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. 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 fm = 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 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 COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 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 1/4" 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/ 4" EMBED., 4" END DIST., 1x PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/CONC. TO MASONRY/GONG. WASHER EXPANSION BOLT 24" O/C 3" EDGE DIST. WINDOW BUCK CASE HARDENED COIL 91,O/C WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/CONC. MASONRY/ CONC. REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA. "TAPCON" 1 1/2" EMBED, 8" END. NON -BEARING WOOD 1/2"° EXPANSION 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER 18" O/C DIST., 1 1/2" EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT 24" O/C 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 NOTE 6 W/ WASHER STAGGERED EDGE DIST. 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: 407-7744078 www.abdesigngroup.com AA #: 0003325 w O >Uj - a w a 44 W CJ 6 .► 4 Ln N M C 0 a A e a C E' U SVBDIV. & LOT: ABBOTT PARK LOT #38 B LK #9 PROJECT# 04181.000- 38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA m NO 93723 PRINT 05 26 20 DATE: SCALE: 1/4" = 1'-0" SHEET SNI r7--1 12, ly- 0