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HomeMy WebLinkAbout7547 Sail Clover Ln99 20005-4EHB-HAYDEN99 HOMES 12602 TELECOM E)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nm= BLIII m COD& RE3mBN'AAL, 771S ZDMN (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY -RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -IIIN. INTERIOR FINISH - CLASS B -BASIC MIND SPEED - Vult=180 MPH Vasd=124 MPH -EXPOSURE - C :EXPOSURE RESIDENCE - .2-STORY RESIDENCE - YAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV LAVATORY A/C AIR CONDITIONING LUM LUMINOUS �. ADJUSTABLE MER MANUFACTURER IN T AMP. BOARDAMPERAGE M.T. ME METAL BD. BOARD M.T. METAL THRESHOLD CL CENTBRLINE NITD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.TS. NOT SCALE cLR .c CLEAR o. ON CENTER CPT CONCRETE PL PROPERTYUSHBTON CPT. GAIN P.B. PUSH C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PR. PLYWOOD D.G. DUALGLAZED PR. PAM nv,. DIAMETER P.T. PRESSURE TREATED DIM DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RAG. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR DTL. DETAILDOWNSPOUT O. ROOM OPENING D.W. DISHWASHER S.C. SOLID CORE EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H SINGLE HUNG EQ. EQUAL SHT SENT EKH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.c.ax. FUEL GS SL, SIMILAR F.Q. FUEL GAS SL. SLIDING FIN. FINISH STD. SLIDING GLASS FLR FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTC. FOOTING TEMP TEMPEREDGLASS GA. GAUGE TBK. THICK GAR. DISP. GARBAGEDISPOSALT.O.C. TOPOFCURB O.F.I. GROUND-FAULTTERUTERCIRCUIT 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 �RooF HDR BEALL CORE V.P. VAPOR �w OR ITT INSULATION WD. WITH INT. INTERIOR WDW. WINDOATERW TER W.I. WROUHTIRON DATE DESCRIPTION OiR6/n 2-STORY CM CONYER810N ARCHITECTURAL SHEET DESCRIPTION 0UI6/18 BID SET ISSUED PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG ASK -FRONT &REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" PG E1-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL P PG PI -PLUMBING PLAN L WORK SH � /, p PG MI -FIRST FLOOR MECHANICAL P r'i(,l, Ao�IB' .0, PG M2-SECOND FLOOR MECHANICAL LA>T�`S � () 'I(�q r V✓j�"H PG DI -DETAILS IQNq C,IrOt�I>-. - AND I_ ELS.F'.`I-ry� Li ('oro " PG D2-DETAILS A 4 f ]'C r is PG D3-DETAILS THE CIT�v , � �01 {{�� d ' i + - PG D4-PRODUCT APPROVAL LISTING'RDIIVqN �:-_i'r�1-I��f, CF WiL1 PG WAl-WALL ASSEMBLY DETAILS ' PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAH-WALL ASSEMBLY DETAILS 07/D/lb ADDED ELEV. 'J' 4 TC' Wlht 81DING PER MARK BOWEB 01/J0A6 BID SET RE -ISSUED 04AVI6 FOOThJCs REVISIONS PER M. BOWES 06/�AB I -JOISTS INCORPORATED INTO MASTER PLAN 06Q6A8 CGMSrfiUCTION DOCUMENTS ICE -ISSUED "M116 ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 0U26/l9 DETAIL• 'ADDING DAR TO BOND BEAM' ADDED TO 813A owns PLAN MAINTENANCE - STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, RE LON NORTH RONALD BEACON BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 Sr .�. CAI�C. ►S 0311IS" REVISED LNTEL SIZE AT FRONT ENTRY DOOR 04126AS UPDATED LEDGER BOLT SIZE 4 SPACING ISTFLRLIVING 1104 80.FT. 7ND R.R. LIVING 1501 $0. FT. TOTAL LIVING 2600 Sa FT. GARAGE 431 $ca Fr. PORCH ELEVS K' III 8Q. FT. TOTAL ELEVS K' 3SO 60. FT. eo<Io PATIO $® SQ. FT, obft8 REVISEDI-JOIST LAYOUT ADDED LED LIGHTS TO KITCHEN 1 BATHROOMS PER MARK BORES ADDED STONE OPTION TO ELEVATIONS 'G','H', 'J' 4 K' rs.M. LEDGER BOLT SPACING REVISED ADDED OPT, CEILING HEIGHTS REPLACE USP CONNECTORS WTH SMP80N CONNECTORS REVISED DETAIL ON SHEET D2 OPT. B'-0' CLG. HGi. 06AIR0 REVISED STAIRCASE AND STAIR SECTION DETAIL ®V0I/!I 10M FBC UPDATE ®3/03RI gppEpBOFITpETAILB STRUCTURAL SHEET DESCRIPTION 0346121 ADD FLAT HEADER • T-W AFF. (W-O' CLG CNLY) PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG 51.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABR��/ I n' y PG S3-FIRST FLOOR FRA{C4 }'11 V V L Jp �SER PG S3.IA-DETAILS �%.' J) Yf ,�+ pp^^�� p� (�,�`s PG S3.1B-DETAILS f �* I 20 1� C p d � r MIL PG S3.1C-DETAILS I V E�1(,ti 13V11 PG S4-SECOND FLOOR DECK PLAN 1` �1ER PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG SB-ROOF FRAMING PLAN PG SN1-DETAILS PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS 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 D A N IN O NEED OF LLD THIS ORDER TO BUILD TH13 PROJECT RASED 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 TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 08/K/tI ADDED s®' FooTER OPTION 1441 N. RONALD REAGAN BL L.ONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 h rj o 1TA avHDIV as 1LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL- 4EHB "-HAYDEN" G II Wn1fQ: LEFT PAGE: COVER SHEET 160 MPH EXP. C DRAT�E: 12/27/21 Etc ALE: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 5 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 0 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518-INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5 -INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 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 LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: '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 AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GLADE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 6 " PVC (SCHEDULE 40), INSULATED WITH 6 " AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 3/" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a 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 112' 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 I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS 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. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774,6079 FAX: 407-774.4076 www.abdeslgngroup.00m AA S: 0003325 Ls at r� app 01 BU13DIV. Ae LOP ABBOTT PARK LOT #7 BLK #12 PHASE 4C PROJECT# 04181.04C-07121 MODELa 4EHB "2605- HAYDEN" GARAGE 9TrMG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C PATIO e0 ip COND OVERH OF ------- 3052-SH ABOVE I E SS (2) 3052-SH H$ 0691 ROM 27'-4 12'-4' s I I BEDROOM E s I DINING um I ROOM ROOM 8' o cLG 8'-e' cLG. 1 FLAT HOR • I — -� (2) 2068 1'-b' AFF. A I I I 1 --- -- IR-18H D I I ? POST � 1 I I I I III • TUD/ BAIHp2 VIC II "' Clv I� • 01O S'-8' CLG.t— �, L IOICIIFdd 1 I II;A a.-V ami 9 m UP 1 WC. 2060 3'-4' 5'•8' 3'-4' H8. 5'-4' 3'•8' '-10' 2'-10 I 8'-0' V-8' 3' 0 .r W'H' 2868 $C STAIR DATA 20 MIN, IS RISER • 132' I y iREF 'a BOLLARD 14 TREADS • 10' --- — AS REG. PER BLDG. FLAT HDR • CODE 1'-6' AFF. II GARAGE III a'-v CLG. FOYFR s YI I - to FLEX 9 9 8'-& c Aip III I S'-0' CLG. 0 III I III FLAT HDR • III 1'-b' AFF. 0— 2'-10' Ib'-0' 2'-10' I'-0' 305 - H 1-q� V.S. PIN Ib'-0' X 1'-0' O.H. B S8 C�LG a 0 a a� ------------ FIRST FLOOR PLAN SCALE. 1/4' " 1'-0' 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 $HALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 1 ITS ATTIC AREA BY NOT LESS THAN V2'(12.1rtan)GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %Yl5.11w) 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 2020 (1TH EDJ 302.1 o ml� eaoeaJon3 s om al'@ Sam = SCINISS " IBMIKS No TIN FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING is 5 36/-41 DR MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 OAD. 112 5 31ID/-34b 12'xl2' SOFFIT I 5 313/-439 BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.16 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. 22'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CCNMDA190M SQ.FT. CAM'S IST RR LIVING 1104 $G. FT. 2ND FLR LIVING 1501 80. FT. TOTAL LIVING 2605 $Q FT. GARAGE 431 $G.FT. PORCH ELEYS K' III SG. FT. TOTAL ETIr K' 3153 SQ. FT. .10 PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND 8'-O' BLOCK ® L UN.O ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANS 11'-4' BRG. INTERIOR LOAD BRG. WALL UN.O. ON PLANS 4' INTERIOR NON O LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE W-8' -ALL EXTERIOR DOORS TO BE W-8' UNLESS NOTED OTHERWISE IF • 1441 N. RONALD REAGAN BLVD. L.ONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C ow SIVHDIV. at L07 ABBOTT PARK LOT ##7 BLK ##12 PHASE 4C PROJECT* 04181.04C-07121 MODEU 4EHB "2605—HAYDEN" OARAOE 9WINO: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C PRINT 12/27/21 DATE: scAxx: 1/4"=1'-0" 8HEET Al 4 42' MW HALF WALL We CAP (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF D/4' SUB 5'-0' FLOOR MATERIAL RIPS FOR SOLID NAILING LAU N . N4' T40 BID FLOOR SECURE TREADS TO STRINGER AH U GLUED 4 SCREUED W93)E 8' SCREWS • EA PER FASTERIER y?;HEOULE STAR UNITED SHAW. TO EXTEND BEYOND THIpWESB THE CLEAR SPACE BETWEEN OF SUB -FLOOR aNFAT14M 1 1/2' THE HANDRAIL AND THE WALL W-4 3/4' 2ND FIN. FLR. MIN. SHALL BE NO LESS THAN 1 1/2' C \ HANDRAIL • 36' AS PER FBCR R311.1.8.2 \ W/ 2X4 RE -INFO RGING 8'-0' BRCS. HCsT. PRE-ENG'D FLOORING \ \ NOTE: tl�rE� SYSTEM ?SEE DOOR FRAMING SRIEBT) \ 42' k V! \ HANDRAIL ENDS SHALL BE RISERS TO TO PBCR STAIRS R� \ WALL CAP RETURNED TO THE WALL OR STHO 9/4' KICK TERMINATE INTO A NEWEL MIN. TREAD•10' MAX RISER•1 3/4' 3/* MAX VARIATION IN STAIR DATA: \ PLATE I' MAX, POST. RSERW, ADS ADJACENT TO EACH 0 ISR • 1.S2' \ NOSING OTHER Des' MAX. VARIATION ANY 14 TREADS • \ m. MIN. w RISEMTREAD HANDRAIL CIRCULAR 10'• I' NOSING CROSS SECTION DIA TO BE 1 I/4' -V4' OR PROVIDE EQUIVALENT S T 0 R \ w GRASPADILITY WINDERS- MILL r' oe • \ L NOTE: NARROW ENo 34 MIK NOROIL W.T.NARROW END \ °� I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A \ m DIAMETER OF I t 2' OR A NONGIRCULAR CROSS SECTION WITH A 3-2xn SYP STRINGER REW440FICEDWRX46F \ 4� PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND 9 DIM. VARIES -`� 'I i -ENCLOSED AOCE661BLE SPACE UNDER STAIRS SHALL HAVE WALLS. UNDER • ONT°E4D oOf am -FLOOR ADHESIVE PL-400 OR 61MILAJM • \ J Yj 0 A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES HAVE A MINIMUM - r STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE EA HORIZONTAL RUN \ aa O ~ SHALL RADIUS OF 1/8'. DBL. Whi vJ' GYPSRI 1 BOARDS, FBCR 902.1. 2 X 4 RE•IPlORCING \ m 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF TOP PLATE . EA 2 X RZ 6TR2JGHR \ FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY J0 M 0'-0' FIN. PLR SECURE YVRd r'-s' OG. DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE 2X4 ATTACFRD UV isd SAFEGUARD, U41CHEVER CONDITION PRODUCES THE MAXIMUM MASONRY NAILS . 2X4 P.T. STRESSES- PER SECTION 160�.8.1 / F.B.G. 2020 SLEEPER INTO SLAB WITHIN r' OF EACH END, 32' OZ. MAX. A BAR .DETAIL STAIR SECTION B SCALE; 1/2'-1'-0' C HANDRAIL SECTION SCALE. 3/4'.1'-0' HDR. DTL. D SCALE: 1/2 . I'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 law Li SIL78DIV. Z LOT ABBOTT PARK LOT #7 BLK #12 PHASE 4C PitOJECT# 04181.04C-07121 MODEL 4EHB "2605-HAYDEN" GARAGE DWING: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C '� y VA UAL mm DRnqT A IL.. 12/2 r/21 ' SCALE: 1/4"=1'-0" SHEET Al M • 1441 N' RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774b07S FAX 407-774-4075 www.abdosigngroup.com AA #: 0003325 II'-4' 2'-4' 2'-S'04 3052-S4 3052-SH „� EGRESS (,�) 3052-SH EGRESSLL . i0 9PAGIM 04 3052- 2040-SH -- EGRESS EGRESS I LINE OF IST --- FLOOR BELOW I— ------------------ -0' 8'-0" 2'-4' 2'-4' 13'-4' 39'-a' SECOND FLOOR PLAN SCALE, 1/4 • I'-0' o � .��o al .o❖.�:•:•.�ol• .:•:• • • oa i a:000•.:� �n!.A.-.!.!.!:!:!:!:!:!!ao � n:t:L •' iS t D I ' 11 I' Oi o ► , t 'r11 ' 1 1 o sUSDIV. Ae LOT•. ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJffiCTIp 04181. 4C-07121 >Icoa�r� 4EHB "2605-HAYDEN" awawaa s�r7a: LEFT SECOND FLOOR PLAN 160 MPH EXP. C nA�r>c-. 12/27/21 SCALE: 1/4"=1'-0" axEET A� w 25'-4' SLOG. HGT. SHAKE SIDING ----------- 11 --- (TYP.) 5 6' TRIM BOARD 6' RAISED BAND 4' FRIEZE BAND (TYPJ Il'-4' 2ND FLR _ BRG. HGT. FYPON DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND 2ND FIN. FLR'" S'-0' CLG. HGT.,, OPT. COACH--.� LIGHT 0 �o 11'-4' 2ND FLR, - BAH TGH TG - 1'. V-4 3/4' 2ND FLR , FIN. FLRIBRG. HGT. W.O. CLG. HGT. -- 0'-V FIN. FLRs, ----------------� I gI /� � RIDGE VENT OFF RIDGE VENT SHINGLE PYPON IB'XS0' DECORATIVE SHUTTER OR EQUIVALENT Il'-4' 2ND FLR BRCe. HGT. FYPON BKTIIXIl OR I I EQUIVALENT I I 4' RAISED BAND I I 6' RAISED I I BAND (TYP.) I V-4 3/4' _ TNO FIN. FLR I (LS'-m' BRG. HGT. •• ENS 413 I 1 I I TYP, I I 4' RAISED I 1 BAND (TYP.) S' RAISED I ( BAND (TYP.) I I _ ,L0'-m{ FIN. IN• FLR F ;9 2ND FLR. ❑ a I - `�'Br�. HGT. Ll I I I I I as I I � I I I I ql%' 3/4' 2ND FLR. -- ----------_—_-------- --- r-- FIN. FLRIBRG. HGT. I I ,6'-0' CLG. HGT. --- ----------------------------� 0 I I 4B I 1 I I I TYP. I I I I � I I ------------------- REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH AREAOFATTIC = 158S SQ, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 2595 /300 = 5.28 VENTILATION AREA SO. INCHES PER FT. (144) = 760.8 SO, IN. MIN. REQUIRED VENTILATION .5X 780.8 IN UPPER PORTION OF ATTIC - 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ IN. PER VENT 38D.4 /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS PROVIDED = 4 AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WAU, NO OVERHANGS INCLUDED N' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASCNiT- 4'x4' GALV. L'-TYPE PLAS14M SET N ROOFNG CEMENT FIBERUi]LA66 61400LES UNNDERLAYFENT A6 PER FBCR 7X6 SYP PT LEDGER W/ 9081E ROOT SHEATHNG THICgE6S VVW THREADED ROD 32' AS PER SHEET SNL SECURED PER OG. 4 WITHN 6' OF EACH PASTBER 604EDULE END MAX SET N SRSPSGN 6MF'SON LOU-26 HIGH STRENGTH EXPDXY 2ND FN. R.R. (PER ELEVJ .L i' MN ENDED. 2.6 SIT RAFTERS OR PRE-ENG'D In"— ROOF e� 6LOPI ELEVATONN pol 2X6 GYP LEDGER W/ MN. 146. 06B SWEAT14NO E THREADED ROD L2'ANT TO BE SECURED TO 32' O 4 WITHX b' OF 2X6 MEMBERS W/ Sd NAILS 44 EACH END MAX SET N 9. O.C. • PERIMETER I'-4' :A 81'1P90N NIQ4I STRENGTH SMPSON LUO-26 W( (4) Wci'# 2'_0' EXPDXY W MN EMBED. TO LEDGER AND (2) IOdY CHANNEL FOR SOFFIT TO 296 JOIST OVERHANG DETAIL A SCALE: 1/2 • I'-0' ENGINEERED ROOD TRUSSES • 24' Or - WIN IT SHOP DRNNN56 SEALED BY PROFE661ONAL ENGINEER FOR RENEW e AND 00"MWTS PLYWOOD SHEATHNG SEE STIa1CTi1RAL 2RD FLR BRG. HGT. A (PER ELEV.) P— - — - - 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngrouP.com L AA S: 0003325 06 p W f 0 BUBDIV. Se LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL' 4EHB "2605- HAYDEN" GARAGE 8MING: LEFT PAGE: FRONT & REAR ELEVATION "K" t.160 MPH EXP. C ROOFNG AND FLASFING Ulf DRP� S--TRUss *TRAPS A!O ANCNgY EDGE PER "Im UWRRAMEE SEE *TRICTRAL REGUIRD 1151" WRAP FASCIA METH BREAK METAL MASON�T DOW OEM , SEE *TRCTIRAL M2, 2x6 WOOD PAOCIA SEE L STRUCTURAL FOR FAbTlHEIl6 VENTED SOFFIT PER ATTIC CALC'G U2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS A. 2ND FLR WINDOW PER FLAN AR RAKE SOFFIT DETAIL DATE: 12/27/21 B SCALE, 1/2 . 1'-0' SHEET A3 K I OFF RIDGE VENT 5 H TYP. IT'-4' 2ND FLR.,I'1'-4' 2ND FLR. BRG. IT. - — - — - BRG I'-0' I 4B TYP. V-4 3/4' 2ND FLR FIN. FLR II I I_ ----------------------------------a---- 12 _ -4 3/4' 2ND FLR S'-m• CLG. HGT. ----- FIN. FLR • ENTRY II II 0'-0' FIN. FLR _—_—_—_ r—_---_—_—_-----_—_—_—_—_—_—_—_—_—_ _—_—_— 00'-0' FIN. FLR FRAME DOM FOR FYPON BKTIIXII OR EQUIVALENT IT'-4' 2ND FLR. BRG. HGT. 9'-4' 3/4' 2ND FLR FIN. FLRJBRG. HGT. RS. S'-O' BHST, 0 ENTRY 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I, 2ND FLR. B-�- �9'-4 3/4' 2ND FLR FIN. FL"R's HGT. ,IS. W.T. 0� 0 LR -1 %f ■ i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 vi g a SVBDIV. at LOT: 14 ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL: 4EHB "2605- HAYDEN" GARAGE 95VIMG: LEFT PAGE: RIGHT & LEFT ELEVATION "K" 160 MPH EXP. C PRINT 12/27/21 DATE SCALE: 1/4"=1'-O" S MET A4 K ,1 w ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e GsV OUTLET 20 APP ANGLE POLE IIIVVV OUTLET IIOV OUTLET N OF OUTLET WILD TO EwTCM Grl IIOV OUTLET "a"NO U010D FAUL NBRPTBR RAPPER RLMSTAW TYPE) a@ 220V OUTLET (Q WIRE CON ECTWN uuIIpp GFI DR, 1ATBpROOP Ounmr CRCUD —IT N mmoRn R SWTCFI &APTC 4 3-WAY OPEN! SWITCH 4-WAY OPER 1.� GJALL I•IGNiTED LISMr CEILING LIGHT © LED GL.G LOW LEO VAPOR ©Vp FIROOF LISNT O VP VAPOR PROOF LIGHT OREGEfMD CAN eVENT. FA4 I aM PER Sa FT. VENT. FAN WLgNr I CFM PER SO. I.T. v 'TY® R%TLM (ePEc'a teD Wr 0111.01111111 PLu'Ll TWLLW WR4P ARaDD ( L D) • R' Upp� 2-BULB Y.RAP "w ` r (SIJIPACE PNTJ 2' PLUUOpmecow 4' PL4l014LSC01T .g-X X 4' TRACK LIGNr 0 PANEL Nib METER OSD. M-am DETECTOR rw WALL MaMTED R-1 STT_AIAGKd- I � al'Ia06 DETEOTQ! YIC.U�IL�. ® S/CO vimCANIM om OOM!!0 YTT. edaC-UP IW INICR-COI ewe MNALL BE A DUTANQ OF NOT LES6 TFM 4• PROM WALL, PENDANT LISMT NATURAL (W OUTLET TELEPN" JACK QATER IBATER tiAT Te sE ., m DNICONlOT JAA+DISOOU�CT Ane cw4DrtIGNNe ea 2 CNUN°. TLLEVIMON JACK CELL W PREaR! O,.,G,( TO Ba M4PPORMO N .ccaRDANCc GF 9m MARCCQ AS SUCH FOR CELLNG BOX Rom TO WE MPPORTm N CELLNG FAULUMT ACCOIpA10E YY Bw( MA INM AS MICH FM n�qn 24' NCAtDESC@R LIGHT STRIP nnnnnn A6' NCADESCB(T LIGHT STRIP nnnnnnnn �. 46' NC WNT LIGHTT aTRIP STRIP ROOD LIGHT OPr. M(MWTT' FL ImYP4D Fo PA mem-BUTTON Pm aN1•B6 use PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PAW TO BE VERIFIED • HO'EOWER PRE -CONSTRUCTION MEETING. • ALL 0 4 20 AMP BRANCH CIRCUITS TO BE ARC PALLT PROTECTED PER ELECTRICAL PROVISIONS OF @G$ �������<20i)4NBC2DITIM • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR 6 ULAD. (NOT ON KITCMN ORCGUT) • DIMNIIMSFER DUICOrCCT TO BE L00001T N PANEL SATAROOM E44"T PAN TO MAUL MN. CAPACITY OF Sm CFM NTERIITTE NT PER ELECTRICAL PRONMON6 OP SECTION MISO'13 r2mm1 BRRUD • LAUNDRY ROOKD4MlRECEPTACLE SHALL BE GROUND FAULT CI111CUIT-NTEM1rrER PROTECTION FOR PERSd'NEL ON PEEDERe • WRING METHOD MULL BE NON METALLIC CABLE PER ELECTRICAL PROV01048 OF PBOE TTH ED (20M). • ALL WORK TO COMPLY UTM ELECTRICAL PRCPASIOM OF THE 4RYJR TTH EO (2m2mA • Al LdM.a MALL EE 6ELECIED BY AND w't lM Cr LIOMTNG May BE ENERGY ERIGIENT TYPE PER Pbr- ENERGY CO MM&ATIO4 (RESIDEMIA_ ENERGY ePReIENer) 2m2m. Tw EQmO4 R4m4.1 FIELD LOG IRRIGATION OUTLET • 48• AFF. M 7- PRE-WIRED CLG FAN BDRX #2 BATH #2 % 1 �/ I BOLLAIW AS REa PER BLDG. GO7E COACH LIGHT i KEYLESS FIXTURE 11 GFI 99 GARAGE DOOR F REWIRE GARAGE PATIO 0 G ROOM ROOM PRE -WIRED I - - CLG FAN I I L GFI CABINET { TO 2ND FL.\ i I I , 1 SWITCH GFI I OUTLET 1 I�ITCIIEN 4 \ FOR DW III - i � , \ IX3 L I I I � PAN. GFI • 44' AFF. i I S/CO ----=== I i III TT 1 III PI.Eit III �,. •,J III FOYER `\ III PRE -WIRED 1 III CLG FAN � 1 IIl jI UFI PUS. FOR CHIMER 150 AMP ELECTRICAL RISER I NOT TO SCALE. GENERALELECTRICAL AA MATERIALS AND IWTALLATIOW SMALL COMPLY UT14 ELECTRICAL PROMS]" OF THE FECR TTM PORCH COMPANY 1vEtii4iLOCAL S, AND ALL LOCAL POUER ------- - - - - - - - - - - - A B. ALL CODUCTORS SMALL BE TYPE THNN/fFNW UNLESS NOTED OTFENSUIM FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' . 1'-0' ') I I L I - I LED LIGHTING @ SINGLE LAV. BATH P2 POWR COMPA TRANSPORTER GRADE 3.2/0 CU. THW . 1% CU IN2' CONDUIT OR 3 AN . 1% OU IN CONDUIT OR 2/0 AL. SEU4 TO TERMINATE ABOVE SOFFIT • OVEPWANGJ COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND DOlJ40 VOLT M ELECTRIC METER IN I PNAOSE NEMA 3R ENCLOSURE PANEL BOA/2P TELEP1100 BBRVI(.0 ❑ ❑ CABLE TELEVIMON ENTRANCE SERVICE 04TRANCE ECUIPMENT EQUIPMEW INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE GONVECTIONS PROVIDE 90 AMP, 004140 VOLT, 1 PHASE WXWNOART-� 1 •4 CU SERVICE GRIND CC 4NECTEO TO ELECTRICAL SERVICE. PROVIDE 3'1 COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER I-V2" DIA SCUlDILL WO PVCO CONDUIT R PROVIDE 3 LLECTRICAL PROVISIONS OP TNL PBCR TTN -2M ALU•INUM (AL) IN 2" DIA 6C4*DULE 80 PVC EDITION (2020). CONDUIT BLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH TWE ELECTRIC r.I..IAX S F7 LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-8078 FAX 407-774-4078 www.abdeslgngroup.com AA #: 0003325 RINI tl Will tlt R � a F a 8 sunDIV. aE I.oT. ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 1LODELe 4EHB "2605-HAYDEN" GARAGE OWING: LEFT "TIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C PRINT DATE: 12/27/21 scAL.E: 1/4"=1'-0" O*m= E1 0 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES DSV OUTLET 20 AMP SINUS POLE IIOV OUTLET IIOIV OUTLET N OF OUTLET UNRED TO $WASH GPI IIBV OUTLET EMno UTA9RID FAUL Re"TATIS yr%)I•!R RESRTAM TTT!) 22VV OUTLET (4) ERE OONIECTION UPFI TUETT reR•R GOF GFICUIC FAULT O OOUTLE NTEMONnm OUTC 4 &ATCFI 3-WAY OPER. �4 OUNTCH 4-WAY OPER, WALL MOUNTED LRdR CEIL.W. LIGIRT © LED CLO LIGHT LED VAPOR ©VP PRCOP LIGFR O VP VAPOR PROCP LIONT Ofalcamm CAN eVO4T. PAN 1 QM PER SQ F7. V@1T. FAN UUI.IGNT 1 dT7 PER SO FT. Y R)(IUIIIE (SPECro TED BY 2-OULB LLIlAP ® (RECESSED) AROINO F7 FLUOREOCENi 7-SUED UNNAP (OUI�LACETMTT.) ARdeA { V R.UOIliCENT N MAJORESClNT p C©� 4' TRACK LOW PANEL METER ^� `li $,D. J sm" DETIOTOR "tt. �w lit w WALL MOUfiED BATT. IACY-U I 1 smom DCRCTOR IULHAom g�O O'er COMO° DETECTOR INTER -CONNECTED® SMALL BE A DISTANCE OF Nor LESS THM A. PaDANT LIONT LIB NATURAL OAS ► TELEFN@E JACK HATER toi!_BE.EIet [I ap�� DISCO lscowEDr AIR CONDITION,, S!E AW D SCAM _T I Q TIUMSION JACK CEILNi BOX FECUIRSC JO TO as euPl•ORteo N AC:COImANCE OF BOX J-Dox MARKED AS SUCH FOR CELNG BOX PFAU PIED CELNG FANLIGHT TO BE SUPPORTED N ACCOISOANCE Up/ Box MAR ID AS Earn( FOR qON 24' INCANDESCWT LYd4T STRIP ^no 30• G LIGHT STRIP STRIPBiT nnnnnnnn O 4s• N LIOW NT STRIP STIIP RLOOD LIGHT OPT, elaNGrr Q KlrPAo • Pd PUMI-BUTTON FOR C 4M USE PORT 4 PHONE OUTLETS r FATO • LOCATION OF TV FANS TO DE VERIFIED F NIOMEOUNER PRE-CONOTRUCTION MEETM • ALL IS 4 20 AMP BRANCH CIRCUITS TO Be ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FRICR TEDITION )) � N EDITION 7IRY CATL1 CIRCRO UIT. • O AMP DEDIcAlED G JGTCW • TO LOCKOUT N PANEL • BATHROOM EXHAUST FAN HAVE MN, BATHRODISHWASOM >04"T PAN 4A OP PROM IO SE CFMTIO NilM3 ENT PER ELECTRICAL PROVISIONS CF eEc71oN MBBTS FBCIR'ITH eoITTaN nma®x rnQN(20 • LAINDRY ROM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTEII LIPTER PROTECTION FOR PERSONNEL ON FEEDERS • UARMG METHOD SNAIL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PFlfJt TTH ILO [2m2ax • ALL UN7RC TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TT41 ED r2NYJEx • I I aE S!I �7® 6Y !BUILDER DER AND TS/t OF LIGNRNR PJSL ENERGY CONSelvdTlON [RlNDNNTIAL E.®R6T EFFICIENCY) 202m_ TTh EDITION RIm4.l L-------------------------I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • 1'-9)' -----------� I FLF L I II'-4' 2'-S' 1'-4' LED LIGHTING C� DOUBLE LAV. BATH F3 I I I � I I = I I FL I I � I a I I I L LED LIGHTING C DOUBLE LAV. BATH •1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 y G C F SVHDr ee EAT ABBOTT PARK LOT #7 BLK #12 PHASE 4C PROJECT* 04181.04C-07121 UOIDZU 4EHB "2605— HAYDEN" GARAGE gVnNG: LEFT PAGE SECOND FLOOR ELECTRICAL PLAN 160 MPH Ep. C 0110 DATE: 12/27/21 SCALE: 1/4"=1'-0" SHEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . V-0* L------------------------- SECOND FLOOR PLUMBING PLAN SCALE: 1/4 • 1'-V' MAIN PLUMBING RISER 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 a aUHaIV. to LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PvtojEcT# 04181.04C-07121 MODELA 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C J7 F-PIUNTDATE:: 12/27/21 acAL.E: 1/4"=1'-0" aHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER I'M. 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 PAS 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 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 PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED M ACCORDANCE TO POO 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) 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. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC44 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I 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 ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILNG O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CON_. W/ (2)-3/16'X2' TAPCONS CONDENSER UNIT SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO WIT W/ (2) EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB %XI 1/4' SHT. MTL. SCREWS TO CONDENSER UNITNES PLATFORM RETURN CONDENSING IT CONDENSING WIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD MAN APRovED DRAIN, PER FBCR TTN EDITION (2020) NOTE: MAN COND. DRAM 3/4' DIA. MECHANICAL BLDG. CODE SECTION 301].4 OVER HEAD • FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL /- FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 96000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEG FLOOR SLAB CLEAN -OUT fTYF ) COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP. N I I----------� I I I 8' %MG FROM O xvvm BEDROOM AEVE I---�� 12X8 +---------- --------' 1j } m I --- 14X6 12X12 II I I ^I3 PASS I BATH 92 TNIOJ II I) I I � 7�----II.1 • ------------- - - - - - - C •: I I I I I I I I I I' x• SKITCHEN TOR.I I OWH o GARAGE DXX4 12X8 S' S/A FROM u ABOVE W m , sxs . nl .FLEX FOYER III � III PORCH FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 • I'-& 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 y SVHDM ac LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEU 4EHB "2605— HAYDEN" GARAGE BVIMC : LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C DATE: 12/27/21 sCALX: 1/4"=1'-0" SHEET M1 1 N. RONALD RFAGAN 8L LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 m �4 m ! aWill sunDIV. eg LOT: ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEX. 4EHB "2605- HAYDEN" GARAGE iBWD90: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C L i --- -- -----I SECOND FLOOR MECHANICAL PLAN W,Q-E: 114 . 1'-V 2X4 TOP PLATE PRE-FAB TRUSS 1/2'La BOARD Y 1/2' DRYWALL SECURE ST. — PLATE TO SLAB W/ Od MASONRY NAIL • 32' Or - MAX FIN. FILM 2X4 WOOD STUDS 024' OL. SLAB 1`(VIC: A14VK7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN V O.C. OR NOT LESS THAN 2x6, WHEN SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. D 1 SCALE: 3/4' •I'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9/8' GYPSUM BOA OR IA' HKiH STRENGTH CLG, BOARD ION SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL i,_m. PER ELEVATION TYP. ON. R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING -� STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD.� WOOD BASE 0'-0' FIN, FLRj a. ,a n W/ WINDOW OPENING n V DIA. eL ", DO NOT CUT REI AR In CIOND BEAM NOT CUT emlo GROUT rRESIA" BOND W/ (U- 'D AM (2) COURSE - 2A PIPE THROUGH BOND BEAM FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FIECR 905.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY :0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE METHOD TO BE USED FOR THE (1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE= 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION 16 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. k PKKn Ioxens LOW ,cm xx:o ow 26 GAS LINE THRU BLACK D uu, In•.re _ FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE- 2x FASCIA PER ELEVATIONS VENTED &OMIT - WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI- PRE-ENG. GABLE TRUSS - WEEP SCREED- 2x P.T. SECURED PER - STRUCTURAL DETAILS I/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a' CMU 9' _. d.&V.eT!!L- REQ V PWJr. TRAM PAOT&= TO TRACK ONAAXVG uv moou= APPROVAL Raa s GARAGE DOOR JAMBS D1 SCALE: 2X4 SFF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRIGW' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS F'.79 a " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ° 1TH EDITION, SECTION R301.13 AND 16055.1. n W/ WINDOW OPENING n TYP. WALL SECTION `{ NO OPENING NOTE: METHOD TO BE USED FOR THE �1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE If OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 J m 0 033317. ae LoT: ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODELa 4EHB "2605—HAYDEN" GARAGE SMNO: LEFT FADE: DETAILS 160 MPH EXP. C DATE: 12/27/21 SCALJC: 1/4"=1'-0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UVDERLAYMENT AS PER POOR 905.1.1. AS PER POOR 9fD5.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED 84EET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. ER PRE-ENG WD.TRUSS— 24' O.C. MAX LE�pN 24' O.G. MAX. METAL DRIP EDGE METAL DRIP EDGE' BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENEF43Y CALCS FOR VALUES / I'•0' VENTED O.N. 5/8' GYPSUM BOARD 2x FASCIA MR— ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED REFERENCE I STRUCTURAL I Ix2 FIRE -STOP SOFFIT -4.I INSUL. REFERENCE STRUCTURAL 6 w J WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL g 3/4' T s G SUBPLOOR 1/2' THICK, 2 COAT �- GLUED AND NAILED 1/2' THICK, 2 COAT-- PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED m PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m R MASONRY IX2 FIRE -STOP LEVATION 0C2 FIRE -STOP—^' SEE STRUCTURAL SEE STRUCTURAL---- R LEVA ON 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R 79LEVATION IX2 FIRE -STOP IX2 FIRE -STOP—,/ R-4.1INSUL. Q w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL I/2' tHIGK, 2 COAT__..,,.I/2' THICK, 2 COAT PORTLAND CEMENTPORTLAND PLASTER APPLIED CEMENT Ix2 P.T. FURRING DIRECTLY TO PLASTER APPLIED STRIPS • 24' O.C. DIRECTLY TO MASONRY a,CMU MASONRY I/2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP IX2 FIRE -STOP D.N. w D'. w w BATT INSULATION REFER TO ENERGY CALLS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R l,fELEV_A_TF0_N _4R LEV TION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS s 24' O.G. a' CM 1/2' GYP. WL. BD. WOOD BASE � 4 n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'.I'-m' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ira a L4s� 't E BDIV. de LAT: ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT 04181.04G -07121 I.IODEIr 4EHB "2605- HAYDEN" GARAGE BVrn4G: LEFT PAGE: DETAILS 160 MPH EXP. C I PRIKT aw 12/27. BCAL.E: 1/4"=1'- 0" BItr.= D2 Im 2X6 P.T. • CENTER M DOOR WADER SECURED W/ (1) La' X 6' J-DOLT UV 4' MN. W10EDMMT W/ 2' X 2' X V6' WASWR 4 NUT OR W/ (]J N' X 6' ANCFIOR DOLTS W/ 7• X 2' X V6' WASFER � NNUT a m SECUE 2x4 TO ELK W/ m m IN 1/4' TA♦°CONS I V)' EMBED. 6. Or. 4' END DIST. 1 1/2' EOGE DIST. m 6rDE& 7X& GARAGE DOOR BUCK SECURED W/ (S) N' X V J-BOLT OR ANCHOR BOLTS, W/ 4' MN. EMBEDMENT, WV 7' m X 2' X V6' WASHER 4 NUT. (1) WITHIN6' OF TOP. (1) WITHIN V OF THE BTM, m (3)EVENLY SPACED. I m m �'. NOTES, ALL ANCWORD SMALL BE N ACCORDAb TO MAIIPAGTIFER6 INSTALLATION INSTRUCTIONS WHERE BWf-W N6TNIUCTICN6 A� N ATRtY.6NT GARAGE DOOR BUCK ATTACHMENT 3 ecxr w•.r-6' 3/4 PT SUCK 1/4' SHIM CV AV 4.1 1- 0 u � o _Z L INTERIOR EXTERIOR 3/4'XV RECESS ' 3/4" BUCK CONNECTION 2 TO BLK DETAIL 2X4, ME SECURE TO BLOCK V SAW TAPCONG (MIN. SIIAPK SIZE J40 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') WITHIN 6' Cr EACH END 4 IS, O.C. MAX SPACING. 2X4. ME SECURE TO BLOCK W/3A6' TAPC.ONS (MIN. SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 b' O.C. MAX SPACING. 2X4,® SECURE TO BLOCK W/ 3/w TAPOONB (MN. SWANK SIZE J45 MN HEAD SIZE 300 MN. EMBEDMENT 1 1/49 WITHIN V CP EACH END 4 W OC. MAX SPACING. 2X6, CEO GECRE TO BLOCK W10) 3/I6' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 300 MN. EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 W OTC. MAX SPACING. 2X8, SECURE TO BLOCK WK2) 3/16' TAPCONS MN. SHANK SIZE J4'J 4 16' 0= MAX NOTE, SWIM AS NEEDED TO PLUMB JAPE (DO NOT EXCEED 1149 8' CMU DRYWALL LL TO ISE POURED t� SOLD W/ 2AM P61 CONCRETE RENVORCED W/ (1) b VERTICALLY 'X4' P.T. NAILER 1/16' OAJ0. X 4' MIN. DOOR CASING DOOR JAMB 3 TO BLK DETAIL DETAILS. 2X4, m SECURE TO BLOCK W/ 1/4' TAPCONS (MN SWANK SIZE J45 MN. HEAD SIZE 300 MN EMBEDMENT 1 1/4') UTHN 8. OF EACH 00 4 W O.C. MAX 6PACN0. 2X6. m 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/M 3/11V TAPOONS WK2) 3/16' TAPCONS WK2) V4' TAPCONS (MN MN SHANK SIZE J45 (MN. SWANK SIZE J45 814AK SIZE J45 MN. MN HEAD SIZE 300 MN HEAD SIZE 300 HEAD SIZE 300 MN 8' Cm MN EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' CMU WITHIN V OF EACH END 8' CMU WITHIN 8' CP EACH END I/2• DRYWALL 4 b' oe, MAX SPACING. 4 Is, O.C. MAX SPACING. 4 IS' O.C. MAX SPACING. 6' CMTI SE P.T. OR S/4'X4' MIN. IR' DRYWALL IR' DRY I-L 1/2' DRYWALL SECURE THRIJ FRAME / I'X4' 2X8. ® ]X8, ® 2X6. EMEND 1-1/4' INTO P.T. NAILER SECURE TO CLOCK ❑ 1'X4' SECURE TO CLOCK I•X4• SECURE TO BLOCK ❑ I'X4' BLOCK W/ 3/16' WK2) 3AW TAPCONS P.T. NAILER WK2) 3/16' TAPCONS P.T. NAILER W/(2) V4' TAM" P.T. NAILER TAPCONB DOOR CASING (MIN. 814AW SIZE J46 V16, 0.8D. X 4' MIN. (MIN. SWANK SIZE J45 DOOR CASING MN SWANK SIZE .146 (MIN. SWANK SIZE 1411 MN HEAD SIZE 300 MN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/16' OAJB, X 4' MIN. MN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DOOR CASING MN EMBEDMENT 1 V4') MN. EMBEDMENT 1 V4') MN. EMBEDMENT 1-1/4' WITHIN V OP EACH END WITHIN 6' OF EACH END WITHIN V OF EACH END DOOR CASING WITHIN V OF EACH END DOOR JAMB OR WINDOW 4 16' O.C. MAX 4 10' = MAX 4 18' O.C. MAX 4 IS' OC. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPACING. MA"ACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER A�H TO 2X PER OR MANUFACTURES DETAILS, MANUFACTURES DETAILS, MTTAC14 TURFS DETAILS. NOTE. SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" rZND�OIf TO BLOCK +3/4" OR +5/4" 7X4. ME SECURE TO BLOCK W/ 3/16' TAPC4M (MN. SWANK 812E J45 MN. MEAD SIZE 300 MN EMBEDMENT 1 V4•) UT14IN 8' OF EACH END 4 w O.C. MAX SPACING. 2X6. SECURE TO BLOCK WK2)3/W TAPCGNS MN SHIAK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4') 8, CM WITHIN 8. OF RAC14 END 4 IV OC, MAX 8PACNM Irz' DRYWALL 2X8, 1=1 I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONO MN SHRANK SIZE 146 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') OT14IN 6. OF EACH END 4 b' OG. MAX �' DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO FW15 JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2" �1/B'IDOT/ TO HLOCK +1 1/2" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/18" @S Ell TO BLOCK +1 15/18" 2X4, ME SECURE TO BLOCK WJ 3A6' TAPCONS (MIN. SHAW 612E .145 MIN. MEAD SIZE 3O0 MN EMBEDMENT 1 1/4') WTHN V OF EACH END 4 IS' Or- MAX GPACNG. NOTE, STRUCTURAL 2X MUST De 2X6. m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-8TRUCTURAL WK2) W16' TAPCONS 3116' TAPCON MN I-V4' (MN SHMK SIZE .145 EMBEDMENT INTO BLOCK MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHIN V OF EAC14 END 8' cm 4 16. Or— MAX &PAGING. VJ' DRYWALL 7X8. ❑ 65C M TO BLOCK PX4' W92) 346• TAPCONG P.T. NAILER MN SHANK SIZE JO DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN W OF EACH END 4 w SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 041M A6 NEEDED TO PLU16 JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" r11RND01► TO HLOCK +E 1 /4" �i0as NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" �EINDOS TO-RLQCK +A" 2X4, 00 SECURE TO BLOCK W/ 3/16' TAPCON6 (MIN. SMANK SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4.1 WITHIN 8. OF EACH END 4 ID'Or— MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO &LOOK THROUGM NON-STRUCTURAL WK2) 3/I6' TAPCONS 3/16' TAPCON MN 1-1/4' MN SHANK SIZE 345 EMBEDMENT INTO BLOM MN MEAD SIZE 3" MN EMBEDMENT 1 1/49 8, CM WITHN ►' OF EACH END 4 18' OG. MAX SPACING. V2' DRYWALL 2X8, ® ❑ 1'X4' SECURE TO BLOCK P.T. MAILER W(2) 3A&' TAPCONB DOOR CASING MN SWANK SIZE J46 MN MEAD SIZE. MN EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 I6• oG. nAX SPACING. NOTE, 6NIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V4') 7ND 2X SECURE TO STRUCTURAL MENDER WK7JI2d WTHN 6' OF EACH END 4 6' TO V O.G. MAX DOOR JARS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLOCK +3" ommpw T(f Rill(:K ALAI" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" @59011 TO BLOCK +3 7/18" 7X4, 00 8ECURE TO BLOCK W/ V4' TAPCONB MIN. SHANK SIZE J48 MIN. HEAD 812E 300 MN EMBEDMENT 1 1/49 UTHN V OF EACH END 4 18' O.C. MAX 6PACINd- 2X6, SECURE TO BLOCK W/(2) 1/4' TAPCONS (MN SMAK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 11,149 WITHIN S' OF EAC44 END 4 S' O.C. MAX SPACING. 2X6, SEOIE TO BLOCK WK7) 1/4' TAM" (MN SWANK SIZE 148 MN HEAD 612E 300 MN EMBEDMENT 1 V49 WITHIN 6' M EACH END 4 W O.G. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TNROUVA4 NON-STRUCTURAL 3A6' TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK. L�1 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER F� I' P.T. X 4' MN DOOR CASING �- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE& DETAILS, NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" H W TO BLOCK +3 3/4" 1 N. RONALD REAGAN Bt LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 wwwAbdesigngroup.com AA #: 0003325 .R„ s O � Q F a a Q 0. BVBDIV, ae w7l ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL 4EHB "2605- HAYDEN" GARAGE 8WING• LEFT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2022 1D456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/W23 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10"1.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 95.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 41.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 006 P SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 31.20 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FBCR 1Z/23/2023 31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 1S279.2 CLOPAY BLDG. PRODUCT CO. EXT.DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 .THERMA-TRU EXT. DOORS 8'•0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single llte ExT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING . RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR I 10/4/202S 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/32/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 29901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020FBCR 12/31/2023 FL 25272.2 RS ALSIDE AUJANCE'T4' VINYL SOFFIT SOFFIT 2020 FBCR 12/32/2023 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 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 11/04/21 •i N. RONALD REAGAN BL LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 04 0 Ls ausOrv. as LOT: ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PmnmT#J 04181.04C-07121 MODEM, 4EHB "2605- HAYDEN" GARAGE BWn4G. LEFT PAGM PRODUCT APPROVAL LISTING 160 MPH EXP. C D 12/27/21 aCAM 1/4"=1'-0" aHarr D4 ausOrv. as LOT: ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PmnmT#J 04181.04C-07121 MODEM, 4EHB "2605- HAYDEN" GARAGE BWn4G. LEFT PAGM PRODUCT APPROVAL LISTING 160 MPH EXP. C D 12/27/21 aCAM 1/4"=1'-0" aHarr D4 OLPOLD MIWO •PT.A ®"a.o O I--- PT. A L GFIRARE • PR. S • CREAM A R. C OL POD NIMIfD � R. A i CONRAN • PT. S w � ® LPOLD IiWp •PT.A 1 clEAec • PT.O A CINAN � Pl. C s.P"Pr. CMINOR, pt. S TOLL PT. C Ta4lff EOTTCM PLAME 4111, pITQ® 1AN°E w,ER TgNT REAL POW, 122 Waco. %' TNICK ! COAT CETIENT PLASTER (196"4 M' a COAT C@SM FL,AFTER (cew WS LAYER 7, FOIRTIPIDER 15UILDM9 PAPER (PRAM OILY) REm LAYER 9. KICK -OR PLMIMb (ORION OVAL) baw ROTA" KIO=ff PLAI1110 AT 1101'rM OP YULE. M1EfMsoll" ® KICKOUT DETAIL WOOD SHEATHING OR CMU WR5 LAYER0, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRE, 4 TAPE OVER ROOF/WALL SCREED ? 5'X5' 'L' TYPE CONTINUOUS L Z GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/I�o" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-84'1-14a, MIN. 2.5 L55. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA If: 0003325 z m � SUHDIV. & LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL• 4EHB "2605- HAYDEN" GARAGE l3lfWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1=1.17A DRAITE 12/27/21 SCALE: 1 /4"=1'— 0" SHEET WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-641-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANLIF. SPECS.) BUILDING PAPEI UNDER 'QUICK FLASF A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING: IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHI� APPROVED— HOUSEWRAP BELOW ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FACE AND ONE (1) LAYER OF PAINT EDGE PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION STEP 01 STEP *3 WOOD SHEATHING WR6 LAYER 01, STUCCO WRAP WRB LAYER R, FORTIF15ER BUILDING PAPER METAL LATH FASTEN TO WOOD STALICTURAL MEMBER • T O.C. MAX 36, TON MID -WALL walla wallI 6' WIDE STRIP SELF ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCK S' WRB LAYER •I, STUCCO WRAP WRB LAYER h, STUCCO WRAP 9 APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING _ OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 9 0 RII I 1; [PltOJMCT#mVHDAc LOTABBOTT PARK LOT #7 BLK. #12 PHASE 4C 04181.04C-07121 UODEU 4EHB "2605—HAYDEN" GARAGE 97/ING: LEFT IPAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C 7 mirrTE 12/27/21 [a= CALM: 1/4"=1'-0" *IT dV A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING B -V O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C@ BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407.7744078 www.abdeslgngroup.com AA #: 0003325 HUHDIV. & LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 WODELA 4EHB "2605- HAYDEN" GARAGE 8T1INO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRINT DATE: 12/27/21 acwLE: 1/4"=1'-0" 811ZET WA3 ESQ CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY 4', e° AND ILY SHOWN IN 4 GALVANIZED ALIGNED. VEIN PIPE IS SEALED IF UTILIZED, NAIL IN PLACE USING I-1l4' NAU AT EACH CORNER, HOOFING CEMENT SHOULD SE APPUEO TO ALL SHINGLE EDGES NEAR THE FR!/1MTIDM CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND —NO THE ENIIE PERIMETER AS RECDMNENDEDINSEVEREWEATERCOASTAL SHEATHING. SIZETHEOPENINGINACOORDANCEW1 THE CONSTRUCTION ZONES, CURT SHOWN. N THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENT OPENING IN ADOORDANCE VNTH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING TFE OPENINGIN'NEROOF, I—` RR� INTERFERING SHINGLE NAILS AROUND THE PERMETER DF THE OPENING SO THAT THE NAIUND FTAIJGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SUDS THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER GLE VENT FLANGES TO LAY ON TH TOPOALLO SMOLETTOM THE TOP OF THE SHINGLES. 11` ROOF HOOD VENT DETAIL SCALE. WS FOLD -UP- 4 SECURE AT 1S�\ TUCK FLAP Bmouem~olt uNEw \ I APPROVED HOUSE~ OVER SHEATHING OVER UV STUD WALL SLOPE INLL Ro. TO EXTERIOR STEP 1 STEP 2 INSTALL S' SELF-ACMINNI21 FLAWING OVER VNYL HEAD FLASHING (UITH END DAM) NAILNG FLANGE NSTALL S' SELF-ADMRNS EXTEFID `# , SELF -ADHERING NAILING FLA E AT JAPICS *° PLA 44NM P MN 1911 JAMB FLAWINO INSTALL VNYL DRIP CAP FLEXIBLE FLAUNTING h�9 ' BEND RADHING IN I DO NOT SEAL BCTTOM —� \ FIN STEP 6 ASPHALTPLASTIC ME MOLDED AROUND BASE PIPE AND OVER FLANGE ALIGN FLAWING IF TNT EDGE OF NLL Ro. MECAMOCALLY FASTEN FA400 ROOM (CAP NAILS, STAPLES) INSTALL DUPONT PLEXLLRAP AS rH WIN FLAG AT THE FOLD HOUSE~ DOLLN A TAPE DIAGONAL CUT 4 ACROSS HEAD OF WDCCW PLUMBING VENT DETAILS 3E I NTS INSTALL S' UK* A,DIESIVE - OAMED PLEXISLE FLAWING MATERIAL OVER DRIP CAP JONT(FRDTEOTo.~ 0T-2OXL a EOWV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS VALLEY CENTERLINE 33'NADEVALLEYFLASHING WITHINSIORHEAVIERFELT INEASTNESS IN HINGLE ND END SHNGLE t ASPHALT EAST IrROOFINGEY CEND:fdINE CEMENTPED OFF ER AT 45 DEGREES -SHINGLES TRIN°IED r BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NTS APPLY OSI Pau (a SIGNAL) SEALANT L PLWD APPLED FLAWING (LANCO UNITE -SEAL RC -SS) OR EGUAJ.). SLOPE SILL TO EX mm L IT IS THE CONTACTORS RESP420EWLTY TO VERIFY THE COMPATIO LITY OF ALL PRODUCTS IY.I-UDING HOUSEWRAP, SEALANTS A SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS UWTTEN SPECFICATIONS WAIQNINGL SEALANTS MAT REACT ADVERSELY F NOT COMPATIBLE. CLEB AN AND SEAL JAMBTO SILL JOINTS WITH DOW Ift FOLLOWING COMPLETION OF EkTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SMALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING wom VNT INTERIOR PERIMETER OF WINDOW WITH L IT N THE CONT ILITY OF ALL 1PRODUTY GIN VERIFY THE ANTS 4 COMPATIBILITY H ALL PRODUCTS INCLUDING SEALANTS 1 SELF-ADHERIIJG FLAWING MATERIALS USED DURING CONSTRUCTION 2. FLAWING AT EXTERIOR WINDOWS AND DOOR QM NN36 WALL GE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION NSTRNCTWIN5 AND APPROVED METHOD U OF FSC RTO°A U N ACCORDANCE WT14 FENESTRATION MAMPACTUR TES INSTALLATION AND KA64M NSTRJCTIONS. WSRNINS, SEALANTS MAY REACT ADVERSELY F NOT COMPAflDLE, WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrou p.com AA #: 0003325, T 0 7 W O SVHDIV Z LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEU 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DA 12/27/21 SCALE: 1/4"=1'-0" SHEET WA5 2xb SUB-BANt) W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I` 7/8' TEXTURED I — -- FINISH le WOOD I zxb sue eaND 1/2' TEXTURED "� FINISH a CMU / �\ METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 �\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY _ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL 77 NOT INTO STUCCO) 1'1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU 2x(p SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATION ®PLAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL -1/8' TEXTURED FINISH • WOOD, I/2' TEXTURED FINISH • CMU METAL LATH .WOOD SHEATNING OR CMU WRe LAYER'(, STUCCO WRAPfFRAME ONLY) WRB LAYER 4, FORTIFIBER 1BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/I�'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA1 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL -ROOF CEMENT a ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK— OUT 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.alxiesigngroup.com AA 8: 0003325 J �V y p es� � Y �y5pgp�111� roxmom & I.OT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH ER. C DATE 12/27/21 SCALE: 1/4"=l'-0" sIiETE�TT dV H6 27'-10" v 1(Y-0" 1'-10" EA 4" CONO 01-0" SLAB i TOP OF (� wr �I 3'-6" SLAB 28' 2" O w FM-16x18 ---------I II 1A I I �I iI 4"PVC i CHASE 1i ii - x ry 0' m ml ILL TOP OF LLI 11 II SLAB 4 iI I� 11'•10" � I T•5" I 20'-5" e I I 1.1 CW-12x12 I I II „ — — z�J F-2 x24 wit CVvL-12X12 o1 �I— — MOM LLI a UPTO2NDFLOOR v� I I I110 0LD (FIEVERIFY I �ii� EXACT LOCATION) 8 Ilw 3'-0" ,d s 9'4" 2'-8" 9'-0" a 1A 1 w I m #3 TRANSFER SIM. y @4O.C. MAX 2 1A II N 40, I� _00'-0" FIN. ELEV. FIN. CONC. SLAB Io I m yI — — ——FM_16x18 — J FMC I ex18 IF- 11 2'-1 " L — — FM-16x18 — — — — M +-3 112" q 4" CONC. w � v SLAB a gl LL — — FM-12x18 — — — — J 4 4 — 2,' 8" 18'-0" 37-8" FOUNDATION PLAN SCALE: 1/4" = V-a' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +.U'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44% SEE SURVEY PLOT FOR NAVO. 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. , 1.EIINDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #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 90° 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 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 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 j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF, REMARKS 6x6 W1.4xWIA OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12xl8 17, CONTINUOUS 18" - (2) Ws FM-16x20 16, CONTINUOUS 20' -7r#g s FM-20X20 20" CONTINUOUS 20' - () s FMC-16X20 w CONTINUOUS 20' - ( 's - VARIES CW-12xl2 17 SEE PLAN 12, - O s - (+ -a- CWC-12X12 1T SEE PLAN 12' -7f TA s - VARIES F-24x24 24" 24" 12' s s (+)0"-0" TEA 8" SEE PLAN 8" - 's I I - 0"-0" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 i 4 W f O aVSDIV. & LOT: ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 UODEL"• 4EHB "2605-HAYDEN" GARAGE 3WINO: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 11"""'a 12 27 21 DATE / / 9CAL.E: 1/4"=1'-0" SHEET S1 4 W f O aVSDIV. & LOT: ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 UODEL"• 4EHB "2605-HAYDEN" GARAGE 3WINO: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 11"""'a 12 27 21 DATE / / 9CAL.E: 1/4"=1'-0" SHEET S1 MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED i CELL SEE PLAN FOR SIZE AND f CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS S is � SPACING REQUIREMENTS o T� s GARAGE DOOR RECESS FM O f° b� 8"CMU WALLN 8"CMU WALL /� I > . f CORNER BARS, SAME SIZE AS LARGER BAR u� w . FOUNDATION WITH 30" LEG EACH w TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS W I .. SO THAT THE STEEL REINF. IS CONTINUOUS o• _ MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. FER 1-STORY EXT. PORCH SLAB 7AND EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE If CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE b'JOlt2 MASONRY UNITS SET AT ELEV: ISOLATION JOINT(WHERE FER (2STORY) #4 24" W/ 1/7' ISOLATION � 6" CHAMFER (2STORY) iEDULE #5 3a' JOINT (WHERE APPLICABLE) �'a�0.<>APPLICABLE) a SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR SIZE #6 36" i FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST UANIITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' H EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4'�1'-a 2 @ GARAGE scALE:34"=ra• CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3 4"=1'-0" SCALE 3 4"=1' Y' LAP TOP PLATE A MIN, OF 46' ---�� REBAR VERTICALLY W/GONG. AND NAIL W/ 16d COMMON P POURED CELL POURED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN W/ <- oy 8"CMU a #4 REBAR ®24" O.C. CENTER OF 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING g! SLAB w I PLANS FOR SPACING. SINGLE NEW REINF. BAR BTM. PLATE TO BE PT. SECURED W/ 2- PART o N PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO o x,o I 5' g g EPDXY. MIN. EMBED I SLAB W/10d MASONRY 8", UNO NAIL ,7' 0/C STAGGERED. S FOLLOW ALL MANF. ADDITIONAL METAL m SPECIFICATIONS FOR CONNECTORS NOT a.%°•- USE AND REQUIRED WHEN NO § z PREPARATION OF UPLIFT IS PRESENT. t F, 4" CONC., REINF. W/ I�.• k(6 #10 WWM ON 7 g 4- <- HOLE. w a SCHEDULE 6-MIL POLY ETHYLENE w o +0'-0" VAPOR BARRIER ON ICI 1 WELL -COMPACTED p} 4.` - TOP OF SLAB ' fSEE,9LAB CLEAN FILL TERMITE a TREATMENT SHALL BE . ° 5 BORA-CARE 4" CHAMFER (,-STORY) �- ' u, 6"CHAMFER (2-STORY)(2) CONT. #4 REBAR 4 f I' .V ° (2) #5 REBAR ON CHAIRS I a^" EQ. EQ. SEE SCHEDULE FOR MD. BAR SIZE AND BAR QUANTITY INTO ADDING BAR TO VIRGIN. OR ENGINEERED SOIL EE COMPACTEDSOISOILOR95% �p COMPACTED SOIL INTERIOR CURB FOUNDATION WOOD WALL SLAB EIGHTL LESS SLAB HEIGHT LESS THAN 3'E" m � MONOLITHIC FOUNDATION 8 SCALE: 3/4'=1'-(Y' (NO UPLIFT) FER PLAN 6 EXTERIOR MONO DEEP SCALE: 3/4"=1'-a' FOOTING W/ BLOCK WALL 1 A SCALE: 3/4"=1'A" 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 2x4 OR 26 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE f CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE ST. PLATE TO d a SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ 17' O/C STAGGERED. w ADDITIONAL METAL J CONNECTORS NOT m REQUIRED WHEN NO ro 8"CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) +-a.a• +-0'-a' 8"CMU FILLED CELL (TYP.) '?p•, ~ mo,q TOP OF SLAB TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB a ^ 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND ° SEE SLAB SCHEDULE EXT, PORCH SLAB , 4" CHAMFER (I -STORY) ae BAR SIZE 48 BAR DIA. q a M o ° Wl 117 ISOLATION 6" CHAMFER (2STORY) 18„ < < 16' O.C. VERTICALLY MAX JOINT (WHERE • #4 24" a °+• APPLICABLE) MATCH STEEL tR5 30" a REINFORCEMENT 6!'PVC CHASE PER SCHEDULE 36 6" PVC CHASE THRU FOOTING SEE SCHEDULE FORE SC BAR SIZE THRU DOTING #7 AND BAR QUANTITY MATCH STEEL SESCHEDULE E REINFORCEMENT FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FOR MD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE (DLINT�ERIOR ALE:34'=,'a' (NO UPLIFT) BLOCK WALL CONNECTION 1 THRU FOOTING 11 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0"kIIIII so IS N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h o � < BU13DIV. & LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT 04 81.04GC-07121 MODEU 4EHB "2605—HAYDEN" GARAGE 87RNG: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 27 12 21 DATE; / / scALE: 1/4.=1'—O" SHEET S1.1A d N. RONALD REAGAN 81 LONGWOOD,FL32750 PH:407-774.8078 FAX: 407-774 O78 wwwabdesigngroup.com AA 8: 0003325 04 c g O a a 8tn3DIV. ae LOT: ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 "ODEIa 4EHB "2605-HAYDEN" GARAGE OWING: LEFT PACE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 114" = 1'-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 1I, HOOK GROUTED BOND BEAM VARIES PER ELE a € 3 CLEAN OUT REQUIRED FOR INSPECTION 1 0'-0"FIN . FLR. $ ^ - TIE ERTICAL R. TO HORIZONTAL -°,; REBAR W/10" HOOK BAR SIZE 48 BAR DIA. #3 18" o #4 #5#6#7 id HORIZONTAL/VERTICAL REINFORCING 0 SCALE: 3/4"=1'-0" NEW REINF. BAR on SECURED W/2-PART I EPDXY. MIN. EMBED 6", UNO FOLLOW ALL MANF, SPECIFICATIONS FOR USE AND J PREPARATION OF HOLE. STEEL REINF.OF BONO.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=l'-0" OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. METHOD #4 24" HORIZONTALNERTICAL #6 30" #6 36* REINFORCING 47 2 #7 7' SCALE: 3!4"=1'-0' EXT. PORCH SLAB W/ 1r2' ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS N W CMU WALL �1 SEE SLAB SCHEDULE 4" CHAMFER (1 STORY) 6" CHAMFER(2STORY) r MATGH STEEL 8 REINFORCEMENT h+ PER SCHEDULE FOR NMD,OUBAR SIZE AND BAR ANTiN #5 BARS a fi .f CMU UNIT DIMENSIONS b ARE NOMINAL SIZES Og/ MASONRY SYMBOLS 3 SCALE: 3/4"=T-0" yr yr av�o - 4 i ur yr ouw BAR SIZE 48 BAR DIA I° #3 18' #4 24" #5 30" ° .d 6" PVC CHASE THRU FOOTING #7 42' MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING 5 SCALE: 3/4"=l'-0" L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 A a t1l SVHDIV. & LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL: 4EH6 "2605—HAYDEN" GARAGE awAdG: LEFT PAGE: DETAILS 160 MPH EXP. C 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK DESCR POTION REMARK ( (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 rc (psi) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 ILL- WA GROUTED SOLID B82 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 k w 00 euBDIV. at LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL.• 4EHB "2605-HAYDEN" GARAGE 1l`1111IIJG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. C NOTES TO THE INSPECTOR/CONTRACTOR TYR 9k8' 1, PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.* 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. pQ REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �NGK' AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYR 8'k16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1A5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. I- B' I- 1441 N. RONALD REAGAN BLVD. n �1a. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �I�iF VERTICAL REBAR wi ta'HOOK / �' ° LONGWOOD, FL32750 P8' 8x16 DBL. BOND TOP OF 'C 9?5 BEAM EL(1)A5 BAR BOND BEAM PN: 407-774807E • ��p� EACH COURSE wwW abd�FAX 774ro 7com COB P 8x8 BOND BEAM TOP OF AA #: 0003325 • sc>`' Wl (1) #5 BAR .`. BOND BEAM tWTVPICAL 1pF=FILLED W/GROUT t� U = UNFILLED GROUT SOLID FROM TOP __f"NOMINAL LINTEL TO TOP OF BOND OF OPENINGWIDTH # OF C$ IN E BOND BEAM, IF FILLED LINTEL. #5 BAR IND BEAM BEAM COURSE SEE NOTE 5 n M�p�p 16-1 T/1 8x8 PRE -CAST CONCRETE p•'E NOMINAL� LINTEL W/(1)#5 BAR(L2) CORNER a HEIGHT #OF#TS,TOP LENGTH OF BAR WIDTH OF MASONRY DP£"'NG-2' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR REINFORCING OF BOND BEAM THAT XFXX- 1TAMNB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'(Y' 1 AND XFXX- iT/OM)OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1'-0" AND XUXX-1T/iM/DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1T)OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT W �p 4 14 #5 BAR BENT AS SHOWN ., 3 114�� 2.6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST -a N SHANK WINDOW Z SIZOE.1445IMIN HVE EAD ISIZE 300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT to OPEN FACE SHEL41N 2x8 (MIN2X3) (MIN AS TO ALLOW BETAHANK OR DRIVE PIN (MIN BAR TO ALLOW PLACESHANK MINE45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 0UPPER AND LOWE114") 8"FROM EACH END AND SECURETO SHEATHING W/BONDBEAM . REQUIRED IN 18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK. EA. END EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16'O5B SHEATHING CORNER BARS SILL CONSTRUCTION VCMU WALL ARCHWAY FRAMING DETAILS AT CORNER STEP 5 SCALE:34"=1'-0 SCALE: 3/4"=V-U' of a • SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF x. FILLED CELL BOND. BEAM • PROVIDE #5 BAR AT EACH SIDE aUBDIV. & I.OT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04 81.04C-07121 MODEL.• 4EHB "2605-HAYDEN" GARAGE SlIfMO: LEFT PAGE: DETAILS 160 MPH EXP. C WHERE: GF'�1E d, = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW %= SPACING BETWEEN ROWS OF FASTENERS 02 ee = EDGE DISTANCE IIN STEEL REINF, OF OF ELEVATION BOND. BEAM ^ C w' CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN- - ROWS OF NAILS ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT ARa 7 SCALE: 3/4"=1'-0' 8 SCALE: N.T.S. DRINT APS: 12/27/21 aCALM:11L l'-0" 9IiEET I[ s2.1A WOODS&MON FASTB'MSPAONG d6 =2" MIN, 2 J' MAX sa =2']' MIN, 9" MAX s,=1}'MIN, 2} MAX ee = }' MIN, 2 }" MAX de =2" MIN, 2 }" MAX se = 2 t' MIN, 9" MAX (2)2XII 4=1 }"MIN, 2}"MAX' ae = J' MIN, 2 }" MAX d. =2" MIN, 2 }" MAX ae=2j' MIN, 9" MAX 4=I}'MIN. 2}'MAX I = t MIN, 2 }" MAX NOTE: ... ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ... ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION "LOTT4S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEELOAD LF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 &BOB 18-1T 1T 1T trroe -tT TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8fe-IT 8/16.1T 81E-tT 0/24-1T 8/28-IT &W-IT e/at6 161rn 1m 41m 1TH8 1TN 8&2T 8116-2T 8@0.2T 81Q4-2T 828-2T 8/32-21' 3' 6' PRECAST 1436 9R 3114 4217 5321 BUG 7531 3' 6" PRECAST 889 1024 3' 6" PRECAST ism 3524 4394 5269 6132 7001 2485 8173 8385 7708 8091 10000 1589 3624 4394 5283 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3%5 4765 5667 4'-0" PRECAST 514 763 4'-0" PRECAST 1303 3000 3816 4670 5325 0079 1961 6113 7192 8524 7827 8751 1363 3060 3815 4570 5325 6079 4'8" PRECAST g19 533 1770 2400 3033 36W 4300 4'�' PRECAST 39g 5g1 4'�' PRECAST 1207 2582 3375 4043 4711 5379 1825 5743 7647 6752 8541 7585 1207 2707 3375 4043 4711 6979 5' 4' PRECAST 931 1247 1999 2560 3123 3685 4249 5'-4" PRECAST 411 411 5' 4' PRECAST 1016 law2374 20" 3513 40M 1319 4400 7195 7342 s7B0 1018 2276 2838 3399 3961 4084 5'-t0' PRECAST 817 1024 1631 2000 2640 3000 3470 5'-10" PRECAST 340 339 5-10" PRECAST ON 1499 1971 2443 2915 3387 1i61 3693 5077 eW6 65U 5775 929 2080 2693 3107 3620 4133 6' 6' PRECAST 692 1139 3227 3031 3707 4383 6061 6'$" PRECAST 410 721 8'$" PRECAST 835 1201 1578 1965 2332 2709 1139 3227 46M 7054 10000 8625 835 ism 2320 2790 3251 3712 T-0' PRECAST 570 938 2498 2205 2608 3191 3685 r 8• PRECAST 303 534 7-6- PRECAST 716 900 1181 1462 1743 2D5 938 2496 3408 4864 7067 5472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 ON1593 2204 2481 2818 2521 9'4' PRECAST 192 384 W-4- PRECAST 454 586 787 948 1129 1310 839 1674 2298 3081 4000 409 572 1318 1643 1959 2164 2519 10' 8" PRECAST 388 487 1247 1707 1904 2163 2028 10'$" PRECAST 151 301 10'$' PRECAST 356 466 612 756 899 1042 wo 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4" PRECAST 330 644 1312 1742 2252 2868 3890 11'14' PRECAST 132 417 11'r4" PRECAST 430 406 530 653 777 8n 544 1312 1742 2252 2888 3562 486 1042 13M 1843 1470 1710 12-0' PRECAST 308 507 1210 1596 2048 2586 3191 12 -0' PRECAST 111 370 12'-0" PRECAST 383 386 476 587 898 783 507 1210 1598 2048 2588 3171 440 940 1300 1580 1314 1Q8 13' 4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-e PRECAST 82 298 13'-4" PRECAST 308 303 393 464 576 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 976 12n 1606 1968 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 ON no 978 1272 1606 1950 2389 370 717 951 1192 975 1133 14'-0' PRESTRESSED N.R. NR NR NR NR NR PRESTRESSED N.R. 283 14' 8' PRESTRESSED 239 422 506 625 748 885 1me 1429 feu 2277 2712 246 � 080 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR 15 4' PRESTRESSED N.R. 252 15'-4' PRESTRESSED 2u 387 454 574 654 793 iota 1340 1709 2178 2513 230 818 908 1134 1353 1sn 1T4" PRESTRESSED N.R. 130,D NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED is? 326 365 451 567 680 856 1121 1413 1799 2047 182 508 720 501 1135 1312 PRESTRESSED N.R. NR NR NR NR NR 194" PRESTRESSED N.R. 148 19'-4' PRESTRESSED182 286 348 430 513 595 736 959 1200 1467 1716 186 429 623 1 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 180 598 833 1038 1168 1408 142 373 537 690 B16 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 2Z-V PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 664 824 1014 1147 124 319 465 581 887 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING i N. RONALD REAGAN Bl LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774AO78 www.abdesigngroup.com AA 0: 0003325 q RR tlf �G 0. >lv19DIv. ae LAT ABBOTT PARK LOT #7 BILK. #12 PHASE 4C PROJECT* 04181.04C-07121 MODEIa 4EHB "2605-HAYDEN" GARAGE SWRNG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C DATE: 12/27/21 S2.2A FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. 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. 10. 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 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. 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 2.6 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. II II II II II II II II u u n u J9 II II II II II II II II 11 II 11 11 II II II II 11 2X8 WOOD 1 WALL W/ DBL. J6 II STUD UNDER II EACH JOIST 11 11 11 it it it II II II II II n u n II U n n II II n u II II u II s II e 1 N U U „ 4 u II N 11 u u u u II II N II u u u e N II u n II II e n u u 1 II'L j2ll JN� 11 u n n n I �I N J3 N N N N ErN n 1 n u n u n u n u II N �I N 2x4 WOOD WALL W/ II N II N II II II N II SYR N0.2 STUDS n 2A WOOD n 11 11 11 n n II BM1 TO CMU WALL W/ 12" O.C. WALL W SIMPSON LGUMWID8 WI (4)x 4 IIII IuIII NO.2 / TRENHDANCHORS AND (4)Y'x2)eSYP. uIIII STUDS@ uII SOS SCREWS, TOSM1u N L7Iu1I1 I!l 12" O.C. II II II II COLUMN SCHEDULE N �� II II li�1 11 ILSTUDI �11 MARK 1 SIZE T BASE PLATE OR 1:DESCRIPTION REINFORCEMENT REMARK 111 2X4 WOOD u II II II I II II WD-1 4X6(3Y2x5X')SYP. HTT4W/5/8"DIAxS" 5/53.tA WALL W/ DBL. 11 PROVIDEDRAFTSTOPPING 11 STUD UNDER 11 PT., WOOD POST ExP. BOLT AS II EACH JOIST II ALOLIMIT AREA TO 1000 T II FBCR 302.113SS 2 .. .. „ 11 11 11 11 r---------t FIRE RRtUTOP L- — — — — — — — - 3/4" SUB FLOOR �� 2X4 NAILER FOR DRAFT _ STOP PRE-ENG. FLR. TRUSS W ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD I DRAFT STOP PRE-ENG. FLR. JOISTS-Tp, l 11 T1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS 1 u u n u u u o n u I II II II II II II II II II II II II II II II II II 1 u u n n u u n n n II II II II II II () II II I II II II II II II \ II II II 1 u u u u u u u u u iu ui _4 PRE-PA�tICA�FL00R JOL4T8 Q 24" O.C. - FIRST FLOOR FRAMING PLAN SCALE: 1/4" = l'-0" IJOIST MGE1 It, 144 ii • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rrs O � e SLTHDIV. T: ABBOTT LOT BLK PHASE-7 PROJECT# 04181.04C-07121 MODEU 4EHB "2605-HAYDEN" GARAGE 8VrMO: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }'NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 18d x 1 J" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1Od x 3 J" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", 6', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SALE: 3/4"=1' " SECURE IJOIST TO TOP PLATE W (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT. PROVIDE DBL. TOP PLATE ✓ BACI03tBLOCK Tf OOM 4500 3/4" WOOD PANELS 6000 (2) 1/7' WOOD PANELS 60 (2) 1/2' WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 518" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING I/2" GYP. WL. BD, SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 17O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. i/�1-JOIST CONNECTION @ L.B.W. -* B°ALE:"" "a' (NO UPLIFT) DEPTH 1/4•0 —HOLE EDGE >5/8" -HOLE DIAMETER 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY STM. — PLATE STUD NOTCHING AND BORING LIMITS 8 scALe 1 v2=r-a' EDGE -5/8" HOLE DIAMETER < 3/5•D DSL. STUD ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d X 1 J' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 112 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12'O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) t" x 5" TITEN HD TO CMU AND (12) BIDS j' x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) k' x 5" TITEN HD TO CMU AND (18) SIDS }'x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) j' x 57ITEN HD TO CMU AND (18) BOB *'x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a(GIRDERCONNECTOR(S)2b 2c TYPICAL ROOF BEAIE8 BACIB3t8LOCK THICIOE86 4500 3/4" WOOD PANELS 8000 (2) 72" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2z LUMBER LSTA12 20 GAUGE W/ 10cbc12 HDG COMMON NAILS. EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (18) 16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB a. ,4 4 LVIlWOOD POST CONNECTIONS 5 SCALE: A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN, EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G <2900 LBS, U < 210 LBS W/ (4) 3/4'" WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV. NAILS TO JOIST 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) 314° WEDGE-BOLT/J-BOLT, 6' MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/Z' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3tV=l'-0' 8'-0" MAX (W/IX4) Oft 10-0" MAX (W/2X4) T MAX.VOR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4)114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: tx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN BTM. CHORD BRACING V SCALE: 3/4"=1' 0' PERPENDICULAR TO I -JOIST (2)2X12 TRU T 24" MAX. WI 24" MAX. W/ 8" MAX. END SYP. P.T. IJOIST (JOIST SPACING FRONT SEE FRAMING PLAN 2 TYP TYP LEDGER e e END OF LEDGER LL bw e BOARD (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WASHER 8 5 1/2' LEDGER WITH (JOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (z) zxe SYP. P.T. TRUS%ft RR BIM. I 24" MAN, WI 24" MAX. WI B" MAX. END (JOIST (JOIST SPACING l FRONT SEE FRAMING PLAN O LEDGER w END E LEDGER w E e • BOARD d d €o 2X8 SVP P.T. 1/4"X6' TAPCON LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO IJOIST 1. ENSURE THAT EXP. SOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE IBOLTSIZE IMIN. END D6TANCE CBVIRAL SPACING A DOUBLE SYP 2x8 1 1/4" 1 W 24" O/C MAX. B DOUBLE SYP 2x12 1 (2) 3/4" 1 61 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLTU-BOLT/TITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS sm_ OOD LEDGER DETAIL (I -JOIST SCALE: 3/4"=T-0' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d ® EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0" (1) "X" BRACE 30'-1"TO 60'-0 (3).XL BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER—� TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-C" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W/ 12' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2)10d1s C EACH TRUSS TO BE INSTALLED 10'-0' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=l'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.00m AA #: 0003325 94 4 iL 8USD LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEIt 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C 1 DF—IA UNT 12/27/21 8CALE: 1/4"=1'— 0" SKEET s3.1A SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Bd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING ( 1 SIMPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: -" T-0' #8 WOOD SCREWS x Z' LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN 8" CMU WALL REINF. PER PLAN f+Y PER ELEVATION IJOIST (SEE ¢ i FRAMING PLAN) PER ELEVATION (2) 2x4 P.T. WI / DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS Y' BOLT SCHEDULE, 10/S3. tA. a12" O.C. ? j 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR �TO BEARING ON EXTERIOR WALL ON EXTERIOR WALL 3 SCALE 3/4"=l'-0" #8 WOOD SCREWS x Z' LONG C 3" O.C.; STAGGERED AS SHOWN DBE. SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A e" CMU WALL REINF. PER PLAN }" X 6" TAPCONS PER ELEVATION $ WOIST (SEE rc o ? FRAMING PLAN) PER ELEVATION .- 2x4 P.T. CEILING 24' M4x. NAILER W/ MASONRY NAILS ? y 12"O.C. 1X2 FIRE -STOP SECTION DETAIL AT WOIST PARALLEL A TO EXTERIOR WALL PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT o PRESS(TY WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD E ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE£NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/6' GYPSUM BOARD OR 1/Z' HIGH W/ 12" DIA. ANCHOR BOLT W/ 2" A -SIMPSON MTS12 STRENGTH LG. 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 3Z' OC MAX, B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .•0• SIMPSON SPH4 OR SPH6 BTM 112" GYP. WL. BD. • 0 AND TOP PLATE ANCHORS W/ 1Od x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONS. 2x4 SECURED0d's�E FILL ALL HOLES, DO NOT USE 1/2'k9" WEDGE ANCHOR W/ 2" 1Odx 3, WASHER SET IN HIGH STRENGTH TRUSSMIOOD POST CONNECTIONS TRUSS TO BE INSTALLLEDED 010'-0" O.C. MAX.M EPDXY 5-1/2EMBED. MIN. ®16' 1 Oa 10b 1 OC JA OC MAX. SCALE: 314"=l'-0" GABLE END BRACING W/ PRE-ENG �1 GABLE TRUSS @ CMU WALL TRUSS 7oPOST CONNECTION A - SIMPSON MTS-12 U <990 LBS W/ (14) 1Od GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-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)114" X 2 1/Z' SDS TO POST TRUSS CONNECTION L.B.W. 9a gp POST TO SLAB CONNECTON SCALE: 3/4"=l'-a' A&B-SIMPSON ABU44Z POST BASE <U:1,900 G:S660 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 W15/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. d N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 O m N W 0 x ! unDIV, ds LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL: 4EHB "2605—HAYDEN" GARAGE 9WING: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C DATE: 12/27/21 SCALE: 1/4"=1'-0" SitEET S3.1B VTCR SPACING (1) AT EACH END ili54R VTCR AND &-0" O.C. MAX. \ jl�lll��l 11 L \ Ll SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION_ 1 SCALEN.T.S. 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.8078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 i 0 BVHDIV. & IAT: ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 UODET- 4EHB "2605- HAYDEN" GARAGE 8VMG: LEFT PAGE: DETAILS 160 MPH EXP. 9 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" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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 C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCR PTION REMARK Q (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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 BX16 (1)#5 (1)#5 NIA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 NIA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES U.N.O. PROVIDE BB2 WHERE `♦ ROOF TRUSSES BEAR, ♦` TOP OF WALL EL IT-4" ♦`♦ I ♦`♦ i `♦ 1 1 `♦ 1 4 ♦ % 1 1 F 4* ``� q 1 1`♦ 1 1 ♦♦ 1 I 1 1 ♦, 1 1 1 ♦ 8F8-lT/0M/0B 1 8FB-lT/OM/OB`♦ L--------- J--------- 11 GT ♦ 1 `♦♦ j o i� ♦` 1 ♦ I ♦ 1 1 -----------_811" O.I /0____ 74 1N 8F8-1T/0M/08 ♦ 1 I ♦1 L------------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" •1 Ni RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774.6078 FAX: 407-774-4078 www,abdeslgngrou p.com AA #: 0003325 °04 �3 Ls p� rn 0 R N W 0 ".0 mmommm SURDIV. Se LOT: ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C DwTE: 12/27/21 SCALE: 1/4"=1'—O" SHEET s5 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8"PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 ele-OB 18-1T 1T 41T 1T/0B -1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8518.1T 8/10.1T 8tZ4-IT 6/28-1T 8132-1T 8S8-1B 16.1TH ITN 1Tn 1T/18 -1T/1 818-2T 8V18.2T 820-2T &24-2T 8r28-2T a/322T 3' 6" PRECAST 1436 952 3114 4217 6321 6426 7631 3'�' PRECAST 689 1024 3'�' PRECAST 1589 3524 4394 5289 6132 7001 2485 8113 6385 7708 9031 10000 1589 3524 4396 5283 8132 7001 4'-0" PRECAST 1065 Tao z305 3125 3"s 4765 55e7 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3e15 4570 5325 8079 1951 6113 7192 0524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-W PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1025 5743 7647 6762 6641 7565 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2500 3123 3666 4249 5' 4" PRECAST 411 411 5' 4" PRECAST 1016 IBM 2374 2044 3513 4064 1319 4480 7196 7342 57W gy6B 1016 2276 2638 3399 3961 4054 T-10" PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 36M 5877 6036 8548 5776 929 2080 2593 3107 36M 4133 6'8" PRECAST 892 1139 3227 3031 3707 4383 5081 6'-0" PRECAST 410 721 8'-0" PRECAST am 1201 1678 19M 2332 2709 1139 3227 4698 7064 10000 8825 835 1888 2329 2790 3251 3712 7'8' PRECAST 570 NO 2 2205 28M 3191 3885 T$" PRECAST 303 534 T-0' PRECAST 716 900 1181 14M 1743 2W5 as 2498 08 MOO 4864 7007 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 833 1503 22D4 2481 2818 2621 9'4' PRECAST 192 384 9'4" PRECAST 454 586 767 948 1129 1310 689 1674 2298 3081 4099 4899 572 1318 1643 1989 2184 2519 10' 6" PRECAST 388 487 1247 1767 1904 2163 2028 10' 6" PRECAST 151 301 10'$" PRECAST 356 466 612 755 ON 1042 550 1407 1807 2781 3222 3784 504 1160 1472 1763 1710 1989 11'�" PRECAST 330 544 1312 1742 2262 2668 36M 11'4' PRECAST 132 417 11'4" PRECAST 430 406 5W 653 777 872 644 1312 1742 2252 2868 3662 468 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1590 2D48 2588 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 368 476 587 e98 783 507 1210 1598 2048 2688 3171 440 940 1300 1660 1314 1478 PRECAST 270 433 1045 1365 1732 2157 2535 13'�1' PRECAST 82 298 13'�" PRECAST 308 303 393 484 575 NO13'�1' 414 1045 1365 1732 2316 z 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1608 1908 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 279 278 360 443 525 wo 390 978 1272 1608 1950 2389 378 717 gel 1192 975 1133 14' B" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 an 748 885 458 1079 1420 1824 2277 2712 246 on 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 164" PRESTRESSED 224 387 464 57a ON793 412 1014 1340 1703 2118 2513 230 file 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 107 326 365 451 587 880 300 $56 1121 1413 1739 2047 192 608 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4* PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 206 348 430 513 595 235 736 09 1200 1407 1716 106 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-1" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 180 698 833 1036 ties 1466 142 373 537 890 81e 943 22'-V PRESTRESSED N.R. NR NR NR NR NR NR 2?-W PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 185 NO 784 992 12M 1381 137 358 513 859 779 900 24W PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R 91 24'-0" PRESTRESSED 124 174 245 302 380 418 129 450 654 824 1014 1147 124 1 319 1 455 1 681 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING I N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 o �s O 87m5m. Ac LOT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL 4EHB "2605-HAYDEN" GARAGE S TrWO: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C AN 2 21 12/27 DATE: / SCALE: 1/4"=1'-0" SHEET S5.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1Y2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA 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 MANUFACTURERS 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. 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. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-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 0 Ys"x5 X") SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT CJ, ,A I I i y ROOF FRAMING PLAN SCALE: 1/4"= V-0" 4 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.eom AA M: 0003325 o h O SUEDIV. de LOT ABBOTT PARK LOT ##7 BLK. ##12 PHASE 4C PROJECT# 04181.04C-07121 MODE7. 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C .00 PRINT DATE: 12/27/21 SCALE: 1/4"=1'-0" SHEET S6 >A- Hp - ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00, ZONE 3 - 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e - 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19/37STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37, STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2K4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 210 0.131 F1667 SCR SHANK 170 000 RING 16-20 RINGS RSRS-03 8d 23/e" 0.173 F1667 SCREWANK, SCREW SHANK PER INCH ) RSRS-01 Bd RINGSHANK, PNEUMATIC 2318" 0.113 F1667 SCREW -NAILS RSRS-01 . ct X VK nru nr��` EXTERIOR SHEATHING USE 117' COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2" #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 1S'0 .C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ZONE 1. 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 20, 2n, 2r: 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 M RING SHANK GUN NAILS 1114"0.C. TOR' 8 BOTTOM EDGES A9 d0 >d TYP. EXT. SHEATHING ATTACHMENT I MOO Emmm I C1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 7 DECK SCREWS 0 6"-8" O.C. MAX 0 EDGES & 1Z' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 C33M MAXIMUM AGGREGATE SIZE SHALL BE 34T. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED L4'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION 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, TMS 40AISI SPECIFICATION FOR THE DESIGN PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlABS-0ONWHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE NS COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES 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 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %" 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 EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2K STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. 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 T WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. O E DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 pef TOP CHORD non oncun t 10 pet BTM CHORD-nonH:orlwrrent DEAD LOAD DEAD LOAD WELDED WIRE MESH: WELDED WRE MESH, SHALL BE ASTM Al064/A1 D64M, 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-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615AOISM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N 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 K BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO S CT ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - X' #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, 16 p#t TOP CHORD p TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 psl wl ASPHALT SHINGLES) 5 (1 p Pstw/ No GYPCRE7E) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 Psf BTM CHORD 5 sf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pelf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-18 (FBC R2020) EXPOSURE C. RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: IOI f, UNINHABITABLE ATTIC, WITH LIMITED STORAGE: 20pst, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, ALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40pef 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. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, 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 S1TE 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 RAVE 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 5PH-PRIOR TO THE ADDITION OF PLASTICIZER 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" (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 - 2000 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 P IAT 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 STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH 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/A36M FY = 36 W FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F :48 Ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRAD B PE E OR S. F y R E ,TY y 35 W. 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 F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9NC94M OR MEASURING, MIXING,, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JOLTS ARE TO BE STEEL. 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 POSTON 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 FOLLOW A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1RPFOR #i AND SMALLER 2PFCR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUBS, WALLS AND JOISTS 1-112PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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/A446M, 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 "BCSI LATEST EDITION" 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/ASCE 7 881990 ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY S 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 7-16 COMPONENT AND CLADDING WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A 11-ON SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 14PT FURRING TO MASOVRYI C% iC CASEHAROENEDCOL NAIL 11?LONG. 3 OARAGE DOOR SUCK TO MA80NRYKAf1C 1M"tlP NO WA9IEA AFCONMAmNRY FASTEIER S OL IEMBED.. 4-END GIST., 1 I ?EDOEDIST. SGD, AL. ENT. DOORS CASE HARDENED COL WINDONYOOOPI FASTENED GARAGE DOOR BUCK DA' 1 1?D. EXPANSION BOLT 1.' OIC (3B'Owl 1" EMSE0., 1" ENDDIST., s NOTES NALI1 LONG. STAGGERED INTO M NRrICCNC. TO MASONRY/SNC W WASHER 34._01OA, 3"EOGE DST. .NWWBu`K CASEHAROENEDGOL S"OC IM-FASTENED METALSTRAFTO CONTACT THIS ENGINEER FOR SPACING x PTSEENOTE6 -111?1-ONG. STAGGERED INTO -ON. RYAXN�O MASONRY ICONC. REQUIREMENTS EfT. SLANG DXK (2)3H0'DA "TAPCOM 11?'EMBED, W END. BUCK 2x PT. SEE N.E. NO WASHER FAETNER 1,,O� OST.,11?EDOEDST. 2x Pt WINDOW Bt1O( 0.13e' PAF r 21,e' e" OC 4" END DST., 11? PT TO STEEL COL., SEE W, WASHER STAGGERED EDGE DST. NO E. t: 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 EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2K MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE, 4 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U m t is a L � �yQP yQ�L is ti BUHDIV. de LOT: ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODEL" 4EHB "2605-HAYDEN" GARAGE BIrMG: LEFT PAGE: DETAILS 160 MPH EXP. 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(INTO SONRV) DESIGI'1 PRESSURE(PSF AT VARIOUS SINGLE SPAN LENGMS 3O JCHANNEL EAs.wmrNs:pi•rl }"MAX. CONCRETE/CMU OR M.'/M1E4101p/MP.OID101ySORR r1111i4rWOYa1r6C0/NY191V6F1{D WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR v,. rNesm un>pcnossaec7NwewwmplelEElalANO.OEPer aNGEE FRAMING OR CONCRETEIMASONRY. MN!?F7 FM'CMIpT.I%NN. Tn K4'f*.NN,rNMaR-Nf.InEa pyWW �WLa110Y YgtYK'ItiY ViNiwlx>N NtwEVFN MtllmrA pii+Nl .L. LEEMSAuw, 1s+e» N..- y1 '1 IiErIIMAtMUF POYe.. NraY» DETAIL E BULLING CODE REQUIREMENTS FOR soiNENiqutirNESECOK1cuMialswkvLaN:,E6MMWV _ _ i i9eTy SUBSTRATE MATERIAL MUST BE MET. sP"M UETs 'E'+"'"r - y l6tN OkE KT .eL3 y 8f [erO6E K1 - KO J-CHANNEL pz y.E rAEEE ONussYEErroRfnNsa la. Sr. ».1:•,»ANT N• Akc Kr .K0 Akt K1 4a0 y eifwuiE ssa E A t sfiais. !aa suu z. MaTls.ArpN rAaWJENs _ _ tic- x6 _-s00 Aic as a00 xt f•pT»MaMNI SPTMF iYPp sVF.PMptNAFNiaMrfpi NRlANCF p1VA111 yyn faCai6f 513 Jii _..un. ekcw0&1 Y! ir1 W MERENPOR Pie»Cr+VE 9lAlerwrf.bfEPN1ENE0.801EW1E }ASEE OM THIS AlkC .3 -41.! A6C 52l q.l MEET. y ekcaOkE 41.4 -43.2 y e6ta 6E ).6 =a2.9 22 YN4»NEYSEDYEFIEkCEUOE WALLieeSKLUp6�NNGfVi NO1Ly1Ep T> ♦fC uF -a29 ALC 6429 _ O -0,FYpV•BNtp KXEeNO8+iN3),Fp8EC18TNIGE88NKL1EeYCM IO _-�_�� LLCd OIF •E.T -$6 I fiCw OkE 631 125 PNEVE6TiVECMOwOa eutyMTF.YAtfpM. J, y A6C 42.1 115 _.,,_Y A6C 411 -�3 Z -) iN1ErIFq IENLiN36NOwNNiME WrALUn°N9E2ASJ DDNir TAFENlO A ALLENSNF6. wIALPNw r»CgE68aNYl SEAOOEO MT1E AF.OUNE°EAyfNENLExviTP6. KE PAlTNFNBOEBYIETAEE M 1N6 writ ) ALLFNiEIEADwALLFAvfLV64°DONIEY6rM1C0AiNG40N SEYADE OI COAn E,LW yABTANl1MlEeNLa C°VPAnEE wiNipE WK»ArEY•TEreAln. FASTMER SCHEDULE sorr sN,f+a+. - rr T-wA �cmlEa YVm.wr + +/E. » oL p 1nr aNnx !a . Y M Niy swya a N .ama rrP1Na boao +-1rr an• �Ni10E 4t YpNYi1 , 'n• �+: i+Emye frm + SiNN os nN+.n r..ss .yce .NA lasifs �TL A/JIN®» aN NNNr u0sm K TAaaifn Nli VL.ONwb ..l,.pT NE wodr. iE r6� N»+Ew ENeYNO1i Nro wY YiOM iEP1N Nli R 79 .165 0, 1.4W� Q04 1.54 1/2" J-CHANNEL/TRIM I ViNYL (No. 1100) 25-0 r0422 1<) 13P LTBDIV. &ABBOTT PARK LOT #7 BLK. #12 PHASE 4C ROJECT# 04181.04C-07121 MODEL& 4EHB !l2605-HAYDEN" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP.AjWl C ARCH aY! 3 4" FASCIA v V__T SMOOTH ALUMINUM (No. 9700)6 E/-emu v-Tai? u u� KUL O1 VROYL SOFFIT AND TRIM SCHEDULE VMYL SOFFFT SFAIEb J-CHANNEL FAaC1A 12" TRIPLE 4 SOLD NO. 0523 SOLID SOERF 12' TRIPLE 4 FULL-0-VENT 1/2• J-CHANNEL 4' FASCIA NO.. 0622 VENTED SOFFIT VINYL NO. I1DO ALUMINUM NO. 9700 t2' TRIPE 4 FULL-0-VENT ECO NO. 0619 VENTED SOFFiF 1r IIiN[ 1 EIM40.W R / M0. bye VtliIID� Y!/b Ei- NYTAVJ11yM OErrsAi+wlr beww f Nraiw l.eei•L• (S,EE1 y tf A&C ft K1 K) K1 K1 y B OiE AiC 5i . 6 6 -Si6 16 �» _A4 .&C..&( x2 bs.s y eacay.l Aac 476 41.6 a5 41.6 seta DLE 4I.1 �1e.4 y AeC 41Ai.1 BILL OF MATERWrS--- 1TN sNm - s¢ soxyNE oN SNYT + ANi isrAim aN a6xn i Lay +102 +811 YRr ,) 2 N4T uNa ' rNw - 34 6EVNAi aN 2NQr r xoT ,o oN axm , e o4sr awem . ,-,rr r-wA wl1 Ek1liEtc r!E NAaaNN s� kerr iwErD+ Y 1-3/4' nE! Nr SRY 1 » K e 11,M.on+E sYNf ,' NEL vAiw Slm e Nm 9 YN I S� 10 s r ,nrw .ow w,Er1 - N . o..z YN siro s x' 1!ElNN saro anw - y . au NN sooe +2 N wi STY TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION PAN'L' SPAN %' SAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SiNGLE SPAN W/J-CHANNEL J-CHANNEL 0 WALL, FASCIA @ FASCIA END J"CHANNEL @ WALL AND FASCIA END E«•1 - m a'-ft ! EiM A 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622 1 a DRMT ATE: 12/27/21 DCALEE: 1/4"=1'- 0" J fQj�. ^-U- 3HE v v SaT `UL A s D 1 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO -VINYL - N0. 639 GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG. 1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION /WIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. / FIGURE 3 LESS THAN OR EQUAL TO .� 12" WIDE SOFFIT ° ° VENTING TO 1" FROM END OUTSIDE OF OF SOFFIT FASCIA EAVE SHIM ° HARDIESOFFIT® 3/8" FROM END (WOOD) VENTED PANEL OF SOFFIT SUBFASCIA SIDING MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT IBC 2304.9.5." LEAVE APPROFr IM I C GAP AND CAULK FIGURE 2 MEMBER NG ER H-J( t5A 1 I tN ING IER FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 'E OF SOFFIT 14 1441 N.RONALD REAGAJBLIVID LONGWOOD, FL327PH: 407-774-607FAX: 407-774-407www,abdeslgngroup. AAdop=25 0 8 a - W E O stmDrv. ae L/OT ABBOTT PARK LOT #7 BLK. #12 PHASE 4C PROJECT# 04181.04C-07121 MODET- 4EH6 "2605— HAYDEN" GARAGE $7IMG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C n 12/27/21 Ll �q---% 0l2 k�o�1o� ,sis39YF+ ibbo�i' �wli Clwe(Lly