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HomeMy WebLinkAbout7820 Sail Clover Ln20f' 05 04EH-B -HAYDEN 99 ALL WORK GODES FLORIDA N,AT IONAL ELKTP�C t',No THE CITr OP,PINANCES OIL- R-ViEVV DKI-E 0 F ZEPHYRHII HOMES PLAN EXAMINER - 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS nmm M=mG cwz, Rcmmnul, AffV ABOVE LAV LAVATORY DATE DESCRIPTION W&M 2-STORY CM CONVEF45ICN ARCHITECTURAL SHEET # DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE 7M 01M (2=) -AM IWAL AM NATI COM :OCCUPANCY - RESIDENTIAL., GROUP R3 CONSTRUCTION TYPE - VB NM. DM OR Fum - CI.ASS B A/C A I ALT. AMP, BE CL CAB. C A R CONDITIONING LUM. ADJUSTABLE MC. ALTERNATE MFR. AMPERAGE MM. BOARD MT. CENTERLINE M CABINET MTL' CEILING N.T,S LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METALTHRESHOLD MOUNTED METAL NOT TO vvw* DID BET IS&W PG CI -COVER SHEET PG GN- GENERAL NOTES PG AI -FIRST FLOOR PLAN 021M ADDED ELEV V 4 1K' WITH SIDING PER MAW, 0=8 024" DID SET PEASSUM c4fim FOOTING REVISIONSPER M. IB01ft TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC WIND SPw - Vult=160 NPH Vwd=124 MPH :WOSURE -C i-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL . CLIL C NC. CPT. C.T.ERAMIC D. CLEAR OC, ON CENM_ CONCRETE PL PROPERTY LINE CARPET P.B PUSHBUTTON TILE PH. PHONE DRYER PIT. PLATE DOUBLE PLYWD. PLYWOOD PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2 -SECOND FLOOR PLO PG A3J-FRONT & REAR ELEVATIONS *J" PG A4J-LEFT & RIGHT ELEVATIONS *J' 06/" I -JOISTS wc�Tw INTO MASTER MAN 0646AD C"TIRIXTION DOCUMENTS RE -I Own APOW VALLEY PRAIWA MAIL UPDATED DOW-AM DETAIL Owe DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO $12A AND STATE CODES D.O.DUAL DIA. DI DISP DP, DR, U.S. DTL. GLAZED PR. DIAMETER P.T. DIMENSION R. DISPOSAL PAD. DEEP R.A.G. DOOR REF DOWNSPOUT RM. DETAIL R.O.ROUGH PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM OPENING PG EI-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI-FIRSTMI-FIRSTFLOOR MECHANICAL PUN PG M2-SECOND FLOOR MECHANICAL PLAN 0246/1% PLAN MANTENA'r-E STATE OF FLORIDA SQ.FT. CALL. ' c3rAft REVISED LINTEL SIZE AT FRONT ENTRY DOOR 006/19 UPDATED LEDGERBOLT SIZE 4 SPACING PROFESSIONAL ARCHITECT: ST FLP_ LIVINds IJ04 Ga PT. DW DISHWASHER S C SOLID CORE EXT DR 06AWn REASED I -JOIST LAYM PG DI -DETAILS 06/2M ADDED LED LIGHTS TO KJTCHEN 4 DA14W" PEIR KAW ISOM ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 2ND KR LIVINGS TOTAL LIVING; 2005 �rm GARAGE 431 $a FT. PORCH ELWS'J' 43 Ga PT. TOTAL ELM 'X 3Oa5 15a FT. SxlO PATIO W Sa Fr. EA. ELEV. EQ EXH. EXT. F 02FX F.G.FUEL FIN. FLR. FLUOR. FR. DR FTO. 0 , GAR. DISR G.F.I. GL. EACH s D ELEVATION S H EQUAL SLIT, EXHAUST S FIG. EXTERIOR SHWR FIXED GLASS Sim. S GAS L. FINISH SL GL. FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP, GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND-FAUL CIRCUIT T.O.P.TOP INTERRUPTER TO,S G SS TYP. SMOKE DETECTOR :rNGLE HUNG HEFT SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED -D GLASS THICK Top OF CURB OF PLATE Top OF SLAB TYPICAL PG D2-DETAM PG D3-DETAILS ru D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAO-WALL ASSEMBLY DETAILS VW3/IS ADDED STONE OPTION TO ELEVATIONSrs*, W. 'J' 4 'K' OWM LEDGER 501.7 SPACING 11MYND IV/*/F3 ADM OIrL W-O'CEILW3 HE&n 0VOV2D REPLACE USP COMECTORS tlATH SE P6CN COMECTORB 03/OWV REVISED DETAIL ON SHEET 02 OFT. a,-& CLCL WST. OMM REVISED STAIRCASE AID STAIR SECTION DETAIL 01/01411 2M W LPDATE 03MV21 AD= SOMT MTAJLS STRUCTURAL SHEET # DESCRIPTION GYP. BE. H B H.C. HEIR HOT. OR Iff INSUL INT. GYPSUM BOARD LING BIB HOSE B HOLLOW CORE V.P. HEADER W HEIGHT W/ INSULATION W➢ INTERIOR W WM W.I. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON 03/0041 - ADD RAT HEADER T-6' APF. (&'-V C4A ONLY) PG Si -FOUNDATION PLAN PG SI.IA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-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 PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PIG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1A-DETAILS PG S3.IB-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S31C-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN I AB DESIGN GROUP WELL RESPOND TO ALL WRITTEN RFI'm IN WRITTEN/DRAWN FORMS IN A TIMELY PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES MANNER. AS DESIGN GROUP TAKES NO PG SS -ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNI-DETAILS CONSTRUC77ON BY THE BUILDER WHEN NO RfTs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI -SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. I I i N. RONALD REAGAN BLVD. LONG WOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 fig SUBDrV. &c WTI ABBOTT PARK LOT# 10 BLK# 9 3PMJZCT# 04181.000-10091 M 3 03DRIX. 4EHB "2605-HAYDEN" GARAGE APLAGM 811WMG: LEFT 1PAGE..` COVER SHEET 60 MPH EXP. I"penmA6/15/21 19 DTM SCALE:: 1/4"=1'-O" m*== c 1 SUBDrV. &c WTI ABBOTT PARK LOT# 10 BLK# 9 3PMJZCT# 04181.000-10091 M 3 03DRIX. 4EHB "2605-HAYDEN" GARAGE APLAGM 811WMG: LEFT 1PAGE..` COVER SHEET 60 MPH EXP. I"penmA6/15/21 19 DTM SCALE:: 1/4"=1'-O" m*== c 1 GENERALNOTES 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 AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 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. GiARAM 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES 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 1" 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 %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. wmww 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 %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 D1557-2012 El. THE BUILDING SITE SHALL 13E KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 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: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOFNVALLIF 0 R L 0 SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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 %' PVC (SCHEDULE 40), INSULATED WITH V AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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. FX1E1110RWAILCONEMM 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 ERiBIIOR FWWISE 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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-CI O63 -19a AND R703.7. FOIE REMANT CON117RUCi1011 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. EXT® CELM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "VPDRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NCO 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. EVEWORSOFFIR 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: 12/10/20 (RM) d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A i rr gill u SVHDIV. as LOT: ABBOTT PARK LOT# BLIC 109 PROJECT# 04181.000-10091 MODEL: 4EHB "2605-HAYDEN" GARAGE BITMG: LEFT PAGE: GENERAL NOTES 60 MPH EXP. C I:-] nwTE 6/15/21 SCALE: 1/4"=1'-0" SHEET GN PA110 0 0 COND OVE OF ROOF -----___- 3052-SH ABOVE I I EGRESS (2) 3052-SH H8 6068 8 I 21'-4 12'-4' j I I I a BO#2 1 m - 9 INNI DM 1 ROOM ROOM e' O' U& 8'-0' CLC 5'-8' I e FLAT HDR • v I (2) 2068 I'-b' AFF. 1 I I A H — — — IR-IBH 1 TLE" BATH;12 Vic D II "' POST � 11 • CIV • 9) 010 W-W CLG. 1 I I. IF B i . xnam m 3'-4- 5'-8' 3'-4' HB. 5'-4' 3'-8' '-10' 2'-10 e I 8'-0' "' 2'-8' 3' 0 0 7 W}L 2068 20 NSC STAIR DATA q\\ 15 RISER • T 52' D 9 -- � q? ^� � y v BOLLARDS 14 TREADS • 1V' "`III -- — H 3-SH AS REQ. PER DLOG. FLAT MDR • CODE I'-b' AFF. II FOy� 0 III VIII° GAM a o cLG B ' CLG m III I W-0' cv1 o III I"-- ' III FLAT HDR • 'H° 0 III T'-6' APP. 2'-10, 16'-0' 2'-10 0 l'-4 ` 2 SH S.-8' PORM a �o 16'-0' X 1'-0' O}L '-0' CAA v i 9 -------------------- m FIRST FLOOR PLAN SCALE� 1/4 " P-0 -2-8 LOW. DOOR W/ AIR HANDLER ON META I_ 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 SMALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAW 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR$ NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SMALL BE SEPARATED FROM T1 E RESIDENCE 1 ITS ATTIC AREA BY NOT LESS THAN W(12.71mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES EsET1EATM HABITABLE ROOMS SMALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN $'lB.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SMALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (TTH EDJ 302.1 calran3rt aD CLADDIa rao LOADa a�elc r�D ElaoeuE RIn a eecao ollara ND71 E SSW 301E a WHUDW AB1Nace MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA SlaD. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 310/-34* 12'AI2' SOFFIT I 5 3T3/-499 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=IL EXP.—C, MEAN ROOF HT. = 23'-0" 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. COHM DATE OM SQ.FT. &T C. S 1ST MR. LIVING 1,104 SQ. FT. 2ND FLIt LIVING 1.501 $a FT. TOTAL LIVING 2,605 sQ. FT. GARAGE 431 Sa FT. PORCH ELEVS 'J' 43 SQ. FT. TOTAL ELEV'8 'J' 3p85 SQ. FT. axW PATIO SO San - MASONRY / FRAME WALL LEGEND W-0® L UN,O ON PLANS BRIG. MGT. VARIES 8' BLOCK WALL UN.O ON PLANS PI'-4' BRG, INTERIOR LOAD ON PLL UNA ANS 4' INTERIOR NON LOAD BRG. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1 N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a � SVHDIV. de LOT ABBOTT PARK LOT 10 B 9 PROJECT# 04181.000-10091 MODEI,c 4EHB "2605— HAYDEN" GARAGE BWD90: ILEFT PAGE: FIRST FLOOR PLAN 160 MPH W.,C 11 DATM: 6/15/21 SCALE: 1/4"=1'—O" SiIEET Al C DDL. TOP PLATE 0 m �LBARDETAIL AI'-m' 42' NkW 11A I Qw WV CAP PwI1 LAU N . I I 3/4' T/O 8 n irn� PER �ARS SFEET) BTRISERS TO CONFORM TO FSCRFIRAMM IN EDITION (2020) MN TREADOW MAX. RIMR.T 3/4' 3/I6' MAX VARIATION IN STAIR DATA: RI AD6 ADJACEW TC C W BR • i92' OTSW MAX V/WATION N ANY HER 14 TREADS • RI!lIN:OMAD HANDRAIL CIRCULAR Im'a 1' N081NG CROSS SECTION DIA TO I M I V4' OR PROVIDE SWIVALENT GRABPAWLItY WJDHIS- MN W WIDE • NARROW END MN II' wDTN - 12' FROM NARROW END %4' MN NANDRAL NOT. ,E4CL.06M ACGESSIDLE SPACE WNpER STAIRS SF►4LL NAVE WALLS, WINDER STAIR SIBRFACE MID ANY SOFFTS PROTECTED ON"ENCLO BIDE WTN V2' GYPBWM BON®6. FDCR'IMA (2) LAYERS OF D/4' PLYWOOD OR l2) LAYER! GT 3/4' OM FLOOR MATONAL RIPS FOR SOLID NAILNO e*CLM TREADS TO STRINUR AH U W987M a' SCREWS - EA STRNOER LNrAW-ADED 6HANK TO EXT@O oETOND THIGOeS6 OF SWD-FLOOR "A11IN0 C � \ \ \ CAP - 4' KICK \ \ PLATE NOSING pp \ MIN. STOR. \ L \ R 3-2x1v SYP 6TRRrGE1e REINFORCED W/2X4 off \ WWCONT. BEAD OF em-FLOOR ADNESWE \ PL-400 OR SIMILARC • EA NONZONTAL RW 2 X 4 RE-lNF0= O . EA 2 X 12 eTRNOER \ \ SamiltE Ilmd 6'-6' O.C. \ 2X4 ATTACI♦BD WW lodes MAeONRY NAILS - 2X4 P.T. BLEEPER NTO 6LAS UT" S' OF EACH END. 32' OL. MAX STAIR SECTION B SCALE, HANDRAIL • 36' W/2X4 R8-UF09 THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.IA2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE-. I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14.1 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND �o A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160'I.S.1 / F.S.G. 2020 C HANDRAIL SECTION HDR. DTL. D sc E:1/2.I' NOTE: HEADER FINISH TO DE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003325 8Am 9VHDIV. ae LOT: ABBOTT PARK LOT# BLK 109 PROJECT* 04181.000-10091 MODEL: 4EHB "2605-HAYDEN" GARAGE DWngG: LEFT 1PAGE: FLOOR PLAN SECTIONS / DETAILS 160 H EXP. C 7 DptmT A 6/15/21 SCALE: 1/4"=1'—O" m*rm= Al A 9VHDIV. ae LOT: ABBOTT PARK LOT# BLK 109 PROJECT* 04181.000-10091 MODEL: 4EHB "2605-HAYDEN" GARAGE DWngG: LEFT 1PAGE: FLOOR PLAN SECTIONS / DETAILS 160 H EXP. C 7 DptmT A 6/15/21 SCALE: 1/4"=1'—O" m*rm= Al A 1)'-4' IT-4' 3m82-sH 3052-SH _ (2)_3m82-sH ffmwn (2) 28-S4 IH4-ew 1 � FrARM" T'Er1P L _ _ _ 12'-4' 5'-4' 13'-8' 8'-0" 2'-4' 2'-4' L 13'-4' SECOND FLOOR PLAN JUN SCALE, 1/4 . I'-®' • r. r. r. r♦ i r. V V :� . - �� ,C�,■■■■■■� � � /' is \�` ,DIY.►\- ��1 !i t�GL':1�11E'I ° ► o o p. ll N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 1 d Dw 8/16/21 6RffiffiT A2 _ a• IIII ■■ ■■ IIII IIII■IIII =ME ■■ 11000 ■■ ■■ IIII IIII ■■ ■■IIII IIII ■■ I111 ■■ ■■ _ IIII ■■ ■aIIII ©_ _■■ ■■ _• r �A� MN MEN! I ti-- ■■ ■■ MENI MEN �1 11 La— No In 01 - I-T'-4' 2ND FLR BRG. HG7. V-4 3/4' 2ND FLR , -_ FIN. FLR/B�s. HGT. 5'-0' CLG. HGT.* 0'-0' FIN. FLR, -- FRONT ELEVATION-J 74 . I'-0' FED FIP118w REAR ELEVATION-J SCALE: V4 . I'-V TEXTURED FNI Gf B�Rs. NCsT. AREA OF ATTIC = 1585 SQ. FT, NET FREEVENTRATION AREA REQUIRED a 1/500 REQUIRED VENTILATION AREA = 1585/300 e 5.28 VENTILATION AREA XSQ. INCHES PER FT. 1144) = 760.8 SQ. IN. MIN. REQUIREDVENTIIATION = .5X 760.8 IN UPPER PORTION OF ATTIC = 3844 SQ. IN. OFF RIDGEVENTIIATION AREA _ 115 SQ, IN. FERVENT 38D.4 /115 TOTAL M OF VENTS REQUIRED a 3.3D783 TOTAL Y OF VEN TS PROVIDED = 4 *AREA OF ATTIC IS THE PERIMRER OF THE H W SE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL N 0 OVEflHAN GS NCLUDED V/• THICK 2 COAT CEMENT H 710111 DIRECRY TO MASONRY 4'x4. 6.ALV. 1'-TYPE R-ASHMS SET N PER I'EGRSOS1L WANDLRIsmi RO6 THICK/ES,AS PER BURED PERPA61ElESMIPSLN �J2xi 6lT P!R tALOPE Dtf SYP PT LepeEIt W/ osoaEA TO DE BCCIJIIED TO 92' O.C. A WITHN •• OF 2)ae MEIIMM UV Sd NAILS EACH END MAX SET N D• OG. • PERR'ETIN 1'-4' SIMPSON HIGH STRENGTH "IPBON LUS-26 WI (4) Wd•. 2'_0' EXPDXY •' MN B"EiED. TO LEDGBIt AND 12) k'Jd'. A CHANNEL FOR SOFFIT OVERHANG DETAIL ,a.9'-4 3/4' 2ND FLR r FIN. FLR/BFI's. HGT. ENGNEERED 1110= 7111111111160 • 24' OG. SLIMMIT SHOP DRAWNGS SEALED BY f --� POMMI CAL EN6RIMR FOR WYM AND COMMENTS 11-040 I TYP. I I I I I IM.YWOOD SHE.ATHNG SEE STRUCTURAL ���NOT. A ���- — — ROOFNG AND FLASHING V DRIP 71tW 61RAPt AV ANfJpltl EDGE PER MIFR WAF4RAMEE PMWPNBIENM � 5710�1111,4L WRAP FASCIA WITH IS IMAK YlTAL MAGONW � ORAM INS b.2, 2.i WOOD FASCIA $BE STFA C1W4- FOR FASTENERS JUN VENTED SOPMT PER ATTIC CALC'S VN THICK, 2 COAT CEMENT PLASTER AFPLIED DSICCTLI' TO MASONRY RAISED TRIM NO ELEVATIONS END FLR Wwom PER FLAN SOFFIT DETAIL (RAME B SCALE, I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 J Bus3m ae LOT ABBOTT TP�ARK LVT# 10 BLIC 9 PROJ=T# 04181.000-10091 MODEL' 4EHB "2605-HAYDEN" GARAGE BITING: LEFT PAGE: FRONT & REAR ELEVATION "J" 160 MPH EXP. 1 — OFF RIDGE VENT 9 IT'-4' 2ND FLR Bkxs. NGT. ------ ____—_ ,yIT-4' 2ND FLR- BRG. HGT. -0' T7P 9'-4 3/4' 2N0F'NFL FLRHGT. ----- q—' 12�' I I -----------'--_----'-------------- -- -----�L---------------------------------- 0'-0' FIN. FLR.40 ----- -Itr----------------------------------- IT-4' 2N0 BRCS. FKsT. 9'-4 3/4' 2ND FL, _ FIN. FLR./BRG. HCsRT. • ENTRY 0'-0' FIN. FLRi, LEFT ELEVATION-J SCALE: V4 . I'-0' TEXTU W-0 FM15H RIGHT ELEVATION-J 1/4 • 1'-®' TEXTURED FMISH 'L! 3/4' 'NO FLR FIN. FLR W.T. — � o ENTRY —_—_ o0-0' FIN. FLR 2ND FLR B— F 4 3/4' 2ND FLR FIN. F� LR/BL HGT. 8� CLG 14ST. ,i0'-O' FIN. FLR Y 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdeslgngroup.oDm AA N: 0003325 J g �E 3VHflIV. de L:OT: ABBOTT PARK LOT# 10 BLK# 9 PROJMT# 04181.000-10091 ]tODMIX 4EHB "2605- HAYDEN" GARAGE BYrING: LEFT 1PAGE: RILIF & ELEVATION "J" 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES tmv ouTLST 20 AP wmA POLE uoV ouTLEr IIOV omm 10 w ounET uARen ,n euereH GR IWW OUILM mammD obafto PAIL NTnpgT,,M npV ounzr (4) Soe CONNOTION ap Da WATIIRPIOTO' ounzr OROIND FAULT NIIERI rTdR GUTCN eueTcw 34JAY oPER SWITCH 4-WAY OPER. I.-O WALL MOINTRD LISHT CELNG LIGHT O LED C..G LOW LED VAPOR ©vp FlROQ LISNt O Vo VAPOR TROOP LWHT Ommeam CAN eVCR. FUN I OM P!R Sa Pt. "d PAt( I oFI PEAR SCL FT. v (N•E Daulm eY a -SACS WRAP ® L ANCISD ( ) -EIu uRAP • (N mks MVTJ � } 2'PLLX)PW$CNW 4"P A"XOSCOW --eIr --a—Q+ 4' TRACK LIGHT 0 PAML OSA. DEI�TOR MATT. MAex.1s. 1�1 WALL MO MM MATT RACIGIJr 1 w. SPfOKm Dtitorat WLHAdo EI ® S/CO eAlecN AMOK! Dl1Q[:T01! OOF'LO tl1MYet H 614" OE A DISTANCE of NOT LESS T1e1 4' MI NOA(T LOW Ili NATURAL OAS ► TMAN4 LE JACK uet WATRR 1 "Im DOWNHIOT wi 1..� AeR. COO IXStaMOT REe AMU oN =&I*" JACK CIFLNO EON JO J-SOX TO M SUPPORim N ACGOICMIC! UW SON MA140W AS SUCH FOR aL CELNO PAYLWWT TO w SUPPORTED N AppgpANOE WW om MaRI® AS SUCH FOR nana 24' PCAPOROCONT LIaM STRIP so. LISW RTISI• nnnnnnnn 4V HCAJOlSC11INT LWWr STRIP ROOD Ltl11f IV• 09INPAaeuTY KErrAa • Pn MON-WITON FMC4eM um PORT • LOCATION OF TV JACKS A P4I0M OUTLETS A PANS M EE VERFED • HOMMOU M PRE-COMTRIGTION MEETNaL • ALL 0 A 20 ATP D R44CM COQOWT& TO of ARC PALT PRdtCC7ED PER ELECTRCAL PRONSI" OF 511m TIA ®ITIOA (2020) A OIA>J> aMT MT100L MG • 20 AMP OWICATEV LANDRT' CROIrr. • GH • WLAPD (NOT ON K1TC4EN CIRCUIT) • OWGAGHRR DISCONNECT TO BE LOCKOUT N PANEL • DATS6?OM 11>04"T NSW TO HAVE MN. CAPACITY OP e0 OM NIER'1ITrWT PM CLEC RICAL PI117VINONS OP SECTION FRL7 TTY ®ttlOA (aE x Me" • LAUDRY ROOM R[ClPTACLE SHALL a GROUND PNNLT CIICUIT-URERRLIPIER PM NO ION" PERSONNEL cN'' • WI LooNON MALLIC CALLS PER ELECTRICAL PROVINOTL OF FeaR lTL1 m rOAae> • ALL WORD TO COMPLY WITH EI.ECITtlCAL PROVISIONS OF TOO FLGR mHAD 00" • TAft OR LNIltNO MMT MA !REl6Y 6FICN9Ji TYP[ PS9R OUTLET • 48' AFF. PAM coND oF-------- -, 1�1 1�1 Ir1 BOLLARp� AS REO. F'ER BLDG. CODE COACH LIGHT iA GFI FF. (� � 1 E >OOR AFF. S/w I I ( I KEYLESS FIXTURE CIPI GARAGE DOOR ����ppF'REWIRE GRACE III \ III P� \ III CLLG- FAD !III �ch(lnea I I PORCH FIRST FLOOR ELECTRICAL PLAN SG E, I/ ' • I -O' jI.-3. I.-3. \I I I I L I LED LIGHTING C SINGLE LAV. BATH •2 PROVIDE 8-R/0 CU, TNI N • PIS CU N 2' CONDUIT OR 8 A4/0 AL, THW • FW CU N 2' CONDUIT OR 2/0 Al- SEA (CONDUIT TO TEIMNATE ALOV! SOFFIT • C%1DQWANW 150 AMP ELECTRICAL RISER NOT TO SCALE COMDNATION el' el= De AhIP 0160mTECT SWITCH AND OOR4D VO A. ELECTRICAI. MATMALS AND NSTALLATIONS SHALL M NEMA 3RCENCLOe1/11E I MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FMCM ITN PANEL E H (L lLGtjI��(i0]QL LOCAL CODES, AND ALL LOCAL PCUER COMPANY REOUIRIffimm T= D. ALL C0 DWTOPO SHALL x TYPE TNHJRHw Ui AN NOTI "L—�J' NOTED on1ERAeE. TRANSFOR•ER E CA" TILXV*IOH e �- i n NT'ERSYon" LONDNG TERINA. AT LOW VOLTAGE CONNECTIONS PROVIDE "AMP, IOO,240 VOLT, I PHASE SECONDARX-- 14 CU eERNCE GRgID CONNECTED TO ELECTRICAL 60MCL PROVIDE e h COPPER (CU) (CU) N CONCIMM 04CAND FOOTEIR STEEL PER 1-141' VIA SCFtD" SO PVNDUIT OR PROVIDE ! ELECTRICAL PROVINNS OOF TINE FWM TTH FAD ALU'1NU1(ALJ IN 2'C. CO VIA OCLEIL VE SO PVC EDrrVaN (26M). CONDUIT UNLESS SERVICE IS F'ROVIDED ISY THE!ELECTRIC COMPANY. COORDINATE T WITH IO ELECTRIC S/E" DIA X S Ft L043 COPPER CLAD GRCU D ROD COMPANY PRIOR TO SID. i"I N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003326 Am �p SVHDIV. Ae LOT: ABBOTT PARK LOT# 10 BLK# 9 PitojECT# 04181.000-10091 MODEL: 4EHB "2605—HAYDEN" QARAGZ N Vrn4 s: LEFT "TIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C 11 L `BAR NO E3723 A D IC`. 6/15/21 SCALE: 1/4"=1'-0" SHEET E1 ELECTRICAL LEGEND Sl'MEiOL DEFINITION NOTES aw ounET 20 AMP lNSLt MX IIOv CUTLIET =DV OUTM h OP Ol MIND TO Su2TCN all UOv OUTLET EOWPW tlTRb PAIL TrM 22W OUTL" 14) WM cOF/ECIll yp OUT. WATERPROOF Oun 11 6ROUD FAULT NIEIOUPIER WW44 bUl D-UTA7 OPlR $4 SUUTC14 4-WAY OPER. ALL Ltl. CEILINS LIONT O LED OL6 LOW Oyp LED VAPOR FROM wow O Np VAPOR PROOF LOW OQ I1� CAN e~. RUN I CIM P. R. uNJaWAJO PN4 +r I OT7 FEt Sfi M. V rlrecY"= By OULMOV OULD WWRAP ® L AROUND, ROUD r ) 2dWLO WRAr � rellwEA� rNr� �� 2' FLIIOIESC=T 4' RiCIR®CWNT y --a—p—erl w TRACK Law 0 PNffL ER METIll OB D. arIDIaW D=rEe1oR 9LAQ11l UY 001 Iw1 Ol Mam= � mocTomi ®s�o willCAM CTolm � OOFED "'El 4l = A DISTANCE OF NOT LEST Teo 4' Rill UALL Pill LOW L1� NATIRAL 6" OURf jY T LOP -AC O JACK � UATER NE,TER � DrcweEeT AIR COIDmONNO S= AI#I ON DUCON OW ONEET I- N� TBIVINLN JACK EeDRowl O TO = SIPPOIRW N ACOOICAlCE WF GODR J.Opx KAPS= Al SUCH MR L140 OODR ClLNO FN4/LIOIR TOMMlrrORED N ACCOIOACE WU DOD( MAIe® Al 0414 Pon �pDA 24' NCADElCRW LWMrt STRIP nnnnnn DO. tre umwt�Q4T nnnnnnnn M•ENT Lil ITRIF• ROOD LI011T a OTT. omcumry K=TI•AD • PA RU 44WrrON MR DHrm use PORT • LOCATION OF TV JACKI A PH" OURETO A PANS M 0= VERIFIED • NOI'ICUNER PRE-=NbT ACTU2N PQTNO. • ALL S A 20 AMP OfAll CMCUM M OE ARC PALL PRDT=CTEP MR ==C LTIOCAI. PROVI IIIll OF Era 1tN mrcmN rime) A Nee DIeJ1 DeM ®RIOLL • 20 APU• DEDICATED LAUDHICUIT W C, • 04 • ISLAUD l 04 W=4EN CIPIll • DWN4WANER DIICCHIl TO = LOCKOUT N PANEL • *Al EXHAI IT PAN TO NAVE MN. CAPACRT OP INS) CRT NTOWITTENT P=R EdGT11l PRONlK7N6 CF /ECJI 1TY ®rcDDN r9mez SECTION MOOR • LAll ROOM RECEPTACLE MALL = 61101W PALT CNCUR-MT=ItltlE•IEl PROTECTION" ON • UIPl HIM PETALLC OAlLE PM ELECTRICAL rROVNION/ OF m04116PD f2112e1 • ALL UIDRC TO CQPL7 UUTN ELECTRICAL P1lDVISKT4l OP 1FE lECdl 1TN eD f2p2e1 •elI I mm a1 uVb =iv �f tY LI6NTN6 MAST = B MPMEW T'TPIE F! esl IeNLY) Dme 1 • mrc I � I----------J SECOND FLOOR ELECTRICAL PLAN SCALM 1/4' • 1'-0' I II \I 0 ` o p T I LED LIGHTING ® DOUBLE LAV. Sl 9 LED LIGHTING @ DOUBLE LAV. 5AT14 •3 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774S07S FAX: 407-774.407S www.abdesigngroup.com AA #: 0003325 4 ABBOTT PARK LOT# 10 BLK# 9 PItOJmCTfp 04181.000-10091 ull 4EHB "2605— HAYDEN" GAP -Al awngG: LEFT P SPCOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C 17 1 ECAXJE: 1/4-=1'—O- 1 I FIRST FLOOR PLUMBING PLAN &CAL . 1/4 " P-V SECOND FLOOR PLUMBING PLAN / • V-m LAV riZN PLUMBING RISER d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA k: 0003325 1 s� SXMDXV. & X,076 ABBOTT PARK LOT# 10 BLK# 9 PROJECT# 04181.000-10091 MODEL• 4EHB "2605— HAYDEN" GARAGE DIVMG: LEFT PAGE: PLUMBING PLANS 60 MPH EXP. C 7 202 PRU" -1 DATM8/15/21 6*1z= P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT ANAL I BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS t MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES ANAL i NI2 BE LOCATED CLOSER THAN 10 Fr. 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 MC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTW EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOOR& FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILNG6 AND WALL& IN ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCE66 DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND MC 'ITHI EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRLNK — BROKEN LINE- RETURN TRLNK 1 BALANCING DAMPER OR ODD CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR ® THERMOSTAT IM PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLC y AIR RETURN SUCTION AND LIQUID SECURE STRAP TO CONC. CONDENSER AIR SUPPLY y REFRIGERANT LINES W/ (2)-3/16'X2' TAPCONS UNIT 81MPSON WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO WIT Ulf (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4• CONCRETE BLAB �XI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN CI APROVED DRAM, ) PER FBGR iTH EDITION (2020) NOTE: MAIN COND. DRAIN 3/4' DIA MECHANICAL BLDG. CODE SECTION 3012.4 OVER HEAD is 12' PROtM STRUCTURE HVAC DRAINS SCORIATED NICKEL BRONZE FL PL BRASS FIR FLOOR OR WALL FITTING OR EXTENSION TO $OIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56MO SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC nFL00R SLAB CLEAN -OUT (TYY COUNTERSINK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-B'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TY�P1.) D- - - - - - - - — - ------- I I xuvm ROOM FROM KVUM OVE BEDROOM #2 '� I II I 12XS II --------------- / III I z------- II I I ^13 4X I I 12XI2 PAW I II I BATH #2 THE v�----I I-------------------� I I C JaTCHE I _= =E --- 1 .m 8' S/A j III FROM � III /� III , I FOYER !III FLEX � Ili GARAGE - - — I I PORCH I I FIRST FLOOR MECHANICAL PLAN AL : V4 • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdeslgngroup.com AA #: 0003325 1 y u o 9VHDIV. ae LOT: ABBOTT PARK LOT 10 B 9 PUROJECT# 04181.000-10091 U0DEL: 4EHB "2605—HAYDEN" GARAGE 8TrWG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH . C L---------- ' SECOND FLOOR MECHANICAL PLAN V4 • P-m JUN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774.6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 SUBDIP. as LOT: ABBOTT PARK LOT# 10 BLK# 9 PROJECT* 04181.000-10091 �[ODEL 4EHB "2605—HAYDEN" GARAGE OWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP,C 2021 DA 6/15/21 ®GALE: 1/4"=1'-0" e�ET M2 2X4 TOP PLATE i PRE-FAB TRUSS 12' GL.Cx BOARD V!' DRYWALL TV'r SECURE ST. Or_ 624' FLATS TO BLAB OL. W/ 10d MASONRY NAIL • 32' O.C. MAX SLAB FN. RR ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHEN ED NOT MORE 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE, FIBEI�aL.ASS SHINGLES WITH UNDER-AYMENT AS PER FBCR 9 SJJ. ROOF SHEATHING THICKNESS AS F'ER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENS TR U88 Jj MTL. DRIP EDGE �J/ 2x FASCIA PER 1 _m ELEVATIONS T1'P. O.H. uwzH�3 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY &-y FIN. FLRj S/S' GYPSUM BO OR 1/2' HIGH STRENGTH CLG 00 BOARD FL VAliew SEE ENER a7 CODE FOR 18 INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION —� �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING STRIPS 6 24' Orr - a, Cm 1/2' GYP. UL. BD.—� i— WOOD BASE 4 4 n W/ WINDOW OPENING ti S' DIA SLJavr- DO HOT GUT limm BOHp BEAM HOT cw SOLID GROUT THE BOND UV (I).'6 BEAM (2) CXX~ - REBAR6 A PIPE THROUGH BOND BEAM SCALE 1/4'.1'-O' FIBEI�aLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 9m5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SC4ECULE STRUCTURAL PRE -ENS 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 e' ENGINEERED PER ASCE 1-16 IN +r' ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'-P-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF: ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. M FM 4" LN m 2B GAS LLNE THRU BLACK FIBER63LA88 SHINGLES WITH UNDERLAYMENT AS PER FISCR Wb.LL ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE MTL. DRIP EDGE-' / / 9' 2x FASCIA PER J MA; ELEVATIONS O•H VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET ON]. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENS. GABLE TRUSS WEEP SCREED / 2. P.T. SECURED PER L12' THICK, 2 COAT—J-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FINFLR _ J 0' 0' FN FLR 8, cm a. •. ROOF SHEATHING THICKNESS IS ~ ENGINEERED PER ASCE 1-16 IN �.�. •.: +,-° . ACCORDANCE WITH FBCR 2020 4 1T44 EDITION, SECTION R301.13 AND 160SB 1. H W/ WINDOW OPENING B WALL SECTION WASECTION NO OPENING NOTE: METHOD TO BE USED FOR THE K-6-�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.P-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 64 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4861B TYPE III OR TYPE IV UNDERLAYMENT. N' THICG 2 GOAT - r cmiw pArKlmo plomy TO "AMOrur PAATMO TO TRACK BRALI@m up r7lCOuar APrRWAL RaG OCRlR RRAP 6'aueee 6TRl "m roR RaKommow 2x6 P.T. up ATTACIID TO NLL CALL Al FM ArFROVAL 1¢a SA GRALAWlion a GARAGE DOOR JAMBS D1 SCALE: 11/2'-V-0' � 2X4 SPF 24' O.C. MAX. SECURE W/ (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES STIFFBACK AT ALL UPRIGW PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — CONT. 2x RAT RUN SECURED PER—�� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ S/S' GYPSUM BOARD OR 1/2' H*H STRENGTH CLG. BOARD AS PER FBCR 908.41. ROOF SHE'.ATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. ILL. BD. WOOD BASE C?nT /I 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 a G o M FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 90811. AS PER FSCR 908.1.E ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNIL SECURED PER FASTENER PER FASTENER GCFECULE SCHEDULE PRE-ENG WD. JMR PRE-ENG WD. ER 24' O,C. MAX fELEVATION 24O.C. MAX. IrIELFEVATON METAL DRIP METAL DRIP EDGE GATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENEIGsY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED IO.H. I 5/8' GYPSLIM BOARD ELEVATIONS IO.H. ?. 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG.BOARD , D C-a BOARD R010E be2 FIRE -STOP BOFfIT ? bd FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE -41 MSUL. STRUCTURAL I a w m I I WINDOW ATTAC 41ENT w AS PER tt MANUFACTURES SPECIFICATIONS STRUCTURAL 3/4' T 4 G SUBFLOOR CsLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILMG V2' THICK, 2 COAT F GLUED AND NAILED 1/2' THICK 2 COAT K, � SGFBDULE PORTLAND CEMENT AS PER NA SCHEDULE ILING PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED Q DIRECTLY TO ui ° DIRECTLY TO w . MASONRY MASONRY ui a ,n 1)Ct FIRE -STOP EVATION pQ FIRE -STOP `��V TION SEE STRUCTURAL SEE STRUCTURAL LEVATION VATION 8/8' GYPSUM BOARD 8/S' GYPSUM BOARD OR V2' HIGH STRENGTH CLG. OR V2' W444 STRENGTH BOARDALP CLG.DOARD — ER — —IfIELIEVATION DO FIRE -STOP pQ FIRE -STOP R-4.1 INSUL. _ , R-4.1 MSUL. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRM STRIPS • 24' O.C. 8' cm 1/2' GYP. WL. 50. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP het P.T. FURRING STRIPS • 24' O.C. I. ahu 1/2' GYP. ILL. SD. WOOD SASE a• a• a a a. a. L .a ,a .a a: n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK BCALE3/4'•I'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 ounDrv. AO ?.OT: ABBOTT PARK LOT# 10 BLK# 9 PROJECT# 04181.000-10091 MODZU 4EHB n2605—HAYDEN" GARAGE BTRXINIO. LEFT PAGE: DETAILS 60 MPH A. C TM 6/15/21 BCA .1/4"=1'-0" SHEET D2 im T. 0 CENTER OF DOOR HEADER MCINED W/ (V 112' X 8' J-BOLT WV W MN EMBEDMENT WV 2' X 2' X VD' YNEHER 4 MY OR WV (2) V2' X 6• ANCHOR BOLTS WV 4' MN RMEDt'SIIT WV 2' X 2' X V6' WASHER 4 Na— n����u�1■�n ® V4' TAPCMONB 4' END DIST, 1 VY EDGE DIST. ■ Alum Alf GARAGE DOORBUOK 8ECkED WV (6) 1,2' X 6' J-BOLT OR ANCNOR BOLTS, WV 4' MN EMBEDMENT, WV 2' X 2' X VW WAGER 4 HIM (1) W17" 6. OF TOP. (U WTI41N 6' OF THE BTM, ■ (3)EVENLY SPACED. ®� '■r NOTES• ALL ANCHORS SHALL BE N ACCORDANCE TO MA"ACTVRER'S INSTALLATION MTRWCrk2* WERE 61ICW 61STR1CTIONS ARE MORE STRINGIDa GARAGE DOOR BUCK ATTACHMENT 6. cm 1/2' DRYWALL b4 P.T. OR D/4'X4' MN SECURE TH RU PRM"E 4 ❑ I'X4' EXTEND 1-VW INTO R.T. NAILER BLOCK W/ 3/IS1 TAPCONS DOOR CASING MN BANK SIZE 14D MN HEAD SIZE J."MN EMBEDMENT I-V4' WITHIN 6' OF EACH END DOOR JAMB OR WINDOW 4 W OC. MAX SPACING ATTACH TO 2X PER MARVACTIMS DETAILS, NOTE, SHIM AD NEEDED TO PLUMIS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3/4" OR +5/4" W TO BLACK +3/4" OR +5/4" 2X4, Will SECURE TO BLOCK W/ SAW TAFC4" MN SWANK SIZE 14D MN HEAD SIZE 3" MN EMBEDMENT I V4') W ITMN 6. OF EACH END 4 W OC. MAX SPACING 2X6. SECURE TO BLOM W92) SAW TAPCON6 MN SWANK SIZE 34S MN HEAD SIZE 900 MN EMBEDMENT 1 VW 6' cm WTWN W OF EACH END 4 IS• = MAX SPACING V2' DRYWALL 2X& 1= ❑ I'X4' SECURE TO BLOCK P.T. NAILER WW2) 3AW TAPCONS DOOR CASING MN 814AN K SIZE .N6 MN WRAP SIZE 300 MN EMBEDMENT I V49 WITHIN W OF EACH END 4 IS' OC. MAx SPACMG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMFAGIUIES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" r111IIdDOT► TO BLACK +1 1/2" 2X4, m SECURE TO BLOCK WV SAW TAPCONS (MN SHANK SIZE .HS MN HEAD SIZE 3M MN EI'BCOMBVT I VW) WTHN W OF EACH WD 4 W OC. MAX SPACING 2X6. m3 SEGSE TO BLOCK WW2) 3N.' TAPCON6 MN SWAM 612E 30 MN HEAD SIZE JI00 MN EMBEDMENT 1 VW) WT14N 6' OF EACH END 6' CM 4 IS' O.O. MAX SPACING 1/2' DRYWALL 1XIN ❑ DECLINE TO BLOCK PX4' W92) W*' TAPOON6 PLT. NAILER (MDL SHANK 612E .ND TM' OAM X 4' MN MN HEAD SIZE JI00 MN E'B®M NT I V4') DOOR CASING WITHIN 6. OF EACH @ID 4 IS' Or- MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER M4INFACTUIES DETAILS. NOTE, 6NIM AS NEEDED TO PLUMS JAMB (D0 NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/16" /; wIIdD01► TO H1ACK +1 15/15" 2)(4- m SECURE TO BLOCK WV SAW TAPGONS MN SWANK SIZE im MN HEAD SIZE 90D MN EMBEDMENT 1 LAW) WTWN 8' OF EACH END 4 W OC. MAX SPACING NOTE, STRUCTURAL 2X I'AJ6T BE 2X6, = ON OUTSDE 4 SEGUED BOOM TO BLOCK THROUGW NON-STIO I TLIRAL WK2) 3AW TAPCONS SAW TAPCON MN 1-14' (MN SWANK SIZE .MD E18EDM'ENT INTO BLOCK MN MEAD SIZE 300 MN EMBEDMENT 1 VW) UTHN 6' OF EACH END 6' CHILI 4 W O.C. MAX SPACING L12, DRYWALL 2XI16 ® ❑ SECUE TO BLOCK MA4' WW2) SAW TAPCON6 P.T. NAILER MN SHANK 61ZE .HD DOOR CASING MN HEAD 612E .30E MN EMBEDMENT I V4') WTWN W GF EACH END 4 IS' OC. MAX SPACING.DOOR JAMB OR WINDOW ATTACW TO 2X PER MANFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4" /11LBTD01► HLOCK +2 1/4" Y 2X4+ m 2X4+ m SEOjiE TO 1 LOCK SANE TO BLOCK WV W/3A6' TAPCONS (MN V4' TAPCONS MN SHANK SIZE .MD MN SHANK 612E 14D MN HEAD 612E s00 HEM 612E 300 MN NIOUDM04T I V49 MN EMBEDMENT 1 V49 WITHIN 6' OP EACH WITHIN 6' a EACH END 4 18' OC. MAX END 4 IS' O.C. MAX SPACING. SPACING 2X6. ® 2X6, 6ECURE TO BLOCK SECURE TO BLOCK WK2) 3/IS' TAPCONS WK2) V4'TAPCONS MN MN SWANK SIZE J46 SHANK SIZE 145 MN MN HEAD SIZE 110E HEAD SIZE 300 MN MN EMBEDMENT I V49 EMBEDMENT 1 V4') WITHIN 6' OF EACH END O' CM WITHIN 6' OF EACH END 18' OC. MAX SPACING 4 IS' or_ MAX SPACING 6, CM M-C& cm2Xb ❑ �, DRYWALL ® V2' DRYWALL SECURE TO BLOCK I'X SwCLM TO BLOCK I'X4' WV(2) 3/If' tAPCONB NAILER WW2) V4' 7APECON6 P.T. NAILER MN SWANK 612E J4D DOM CASING MN 6HANK SIZE AD MN HEAD SIZE JSM MN HEAD 612E 300 1/16' OAK X 4' MN MN EMBEDMENT 1 V4•) MN EMBEDMENT 1 V4') WTNIN 6. OF EACH END WtHN 6. OF EACH END DOOR CASING 4 IS' OC. MAX 4 4 W Or- O.C. MAX SPACING DOORJAMB OR WINDOW A DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANFACTURE6 DETAILS, MANUMACTWE6 DETAILS. NOTE, SWIM AS NEEDED TO F'LIJf"B JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +3" R 2XM m SEC13E TO BLOCK WV 3/IS•TAPCONS MN SWANK SIZE A& MN HEAD SIZE 3.1" MN EMBEDMENT I V49 WITHIN 6' OF EACH END 4 IS' OC. MAX SPACING. NOTE. STRI=URA . 2X MOT OR 2X6, ® ON OUTSIDE 4 SECURED SECURE To BLOCK T ROUG14 NON-STRUCTURAL UV(2)3AW TAPCONS 3AW TAPCON MN 1414' MN SWANK SIZE J46 EMD INTO CLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN 6' OF EACH END 4 W = MAX SPACING W, DRYWALL 2X& ® MAW SECURE TO BLOCK P.T. NAILER IW(2) 9N' DOOR CABNG(MN SHANSMN WEARMN EMBE4')WITHN F 6. OEJD4 I6, OC. M SPACING. NOTE, SWIM A6 NEEDED TO FUM JAMB (00 NOT EXCEED V4') 7ND 2X SECURE TO STtl47LWAL N'EMBEI! IWf2712d WTWN 6' OF EAGN @D 4 6' TO 6. OL MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACIURE6 DETAIL& DOOR JAMB TO BLACK +3" nMnnmx Ern ATncr( 4 s" NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 7/16" G W TO BLACK +3 7/16" 2X4, m SECURE TO BLOCK W/ VW TAPCONS MN SHANK 606 Ab MN HEAD 612E >soo MN EMBEDMENT I V4') WITHIN W OF EACH END 4 IS' OC. MAX SPACING. 2X6, m 6EcuE TO BLOCK WK2) VW TAPCOND MN SHRANK SIZE 30 MN HEAD SIZE 300 MN EMIMIMDP'ENR 1 VW) WITHIN W OF EACH END 4 IS' OC. MAX SPACING. AN. 6ECIAE TO BLOCK WK2) 114' TAFC," MN SHANK SIZE 10 MN HEAD 61ZE 300 MN EMBEDMENT 1 V4') WITHIN W OF EACH END 4 IS' OC. MAX SPACING NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE a 6ecuED 114 C NON-6710=1URAL 3/IS' TAPCON MN 1-1/4' QbIpMENT INTO BLOCK L_Y 0' cm V2' DRYWALL ❑ PX4' P.T. NAILEi P P.T. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATYA04 TO AN PER MMXFACIURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +8 3/4" �IIIIL 0W TO BLACK +3 3/4' JUNI /� r 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003326 • pg L]PR HDIM & LOTABBOTT PARK LOT 10 B 9 OJECT# 04181.000-10091 MODEL: 4EHB "E2605-HAYDEN" GARAGE owniG: LEFT 1PAGE: DETAILS 160 MPH Ep. C 202 I ATM 8/5/21 CALE: 1/4"=1'-0" *lEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL JI MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.8 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOt 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 304S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 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 STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/23/2023 10531.16 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 1Z/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 25353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 1Z/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 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 2395S.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 EKT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EKT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 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 158.2 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.2 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 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 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#: 0003325 O 4 sysa:v. as LCT: ABBOTT PARK LOT# 10 B3 9 PItOdDC'P* 041131.000-10091 moDmu 4EHB "2605-HAYDEN" aARAGM swarm LEFT PAGM PRODUCT APPROVAL LISTING 160 MPH W. C Di'w1�T= 6/15/21 sCAIM 1/4"=1'-0" SIME P D4 PPOPOW110 CONTROL JOINT FI.AMM OF CONTROL JOINTS Td BE WRED TIED TO LATH • S' OC. MAX (vmx Namt 60 NOT FASTEN CONTROL JOINT TO WELL EVEN P 6= D(BTS BEYOND EXCEPT STAPLE! U4 V LE6 MAY BE USED TO TEMP. SECURE CONTROL JOINT DtAtift INSTALLATION —� FASTENERS TO BE 8P • I' OC. MAX VERTICALLY i i' THICK S COAT Ci UNT / \ PLASTER \ Um LAYER •2, FmINgBER BUILDINS PAPER APPROVED FETAL LATH PAGIEIED h' (VERT.) Or. MAX AT SUPPORTS UM LAYER OL STUCCO WRAP wow SMATMING LATH SMALL BE CONTINUO TiRROUSH JONTS BUT BE STOPPED TED AT EACH SIDG PI�DE 2X4 OLOCKRI6 PER ASTM C106S PLACED FLAT MAX ►' TO 8' FROM CONTROL JOINT ISSN \ CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS OR\ STRUCTURAi. S1LD STAPL AO IN COMI-LIANCE UY ASTM Ci"S 2. WRE TIES TO BE MO. 10) 0041' WARE / A BL.00KMS GNOWN MAY BE IN ADDITIONN \ TO WALL STUDS IREOUI wo PER PLAN OtfGLD MWO•R.A OtFOLD NNWO. ml L CRIME . Pt 6 L OWAAE.l r.0 OL NOLO INnYO a Pt. A 7. CLAM . PE 6 lew.o r • ® L FOLD IMIMIO a rL A 7. r#AY . Pt. O 4 POLO Wr. C atu M. 6 7" Pr. C TolicHo M r If NOTTOM R.01WTBI TNYR MAL PMV. D2 mmoff. Y) Mm AF"ROVED BUILOINS uARAP SMALL BE LAPPED A MINV W'9 OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • MORIZCNTAL LAPS, ALL SEMIS NEED TO BE TAP® UTM FORTIBER SWI ATNMS TAPE / I. 11YL LJF .1•RTAt IA. \ NO74 MTALL KIOOPR R.41Si6 AT SORCM Q IRCCF a YMLL INIBUGCi1g11 LATH VERTIGO. LAP TO BE P n n—T—n METAL LATH UM LAYER ti Sn,CcO II2lAP \ u �LA.YLR�RPORTN'EER� � J� 2 ' BCALEr I V2'al'-O' VERTICAL LATH & PAPER DETAIL UIOOD Ham, 6MEATI 61CO LAM OF FETAL PLSECURED TO ASTER BASES SMALL BUILD[FFRRAMINIS MEMBERS. PAM THEY SHALL BE TRW WRE AT INTERVALS NOT MORE THAN 6' (226-M'U. AS PER A61M C1663. Q KICKOUT J FOR REPAIR OF TEARS INY04PATCH DETAIL MAY D P~ O TA UFNOJC WRAP PER OO R ram. a an is r on TO GEUGRE TO FRArNINe uwB LAYER 4. FORTPOM BOILDMS PA17! FETAL LAIN 6'x6' GOLF-ADMORMS 1119113RA2E FLAGNMS OVER 4'A4' &W-ADFERMS ME'IDRANE M ASHANS OVER APPROVED 4'N4' SELF-AVMNRNS HO BRIE R.ASNMS OVER APPROVED NOJSE WWP. R-AMLNS To EXTEND ON►O PIPE i' T1410K 3 COAT CEME4T W CONT. BEAD OF SEALANT PLASTER INSTALL APPROVED MOUSE~ AIR FETAL LATH INFILTRATION BARRIER OVER ILM LAYER -2. POWF40M 6FEAiMNb BUILDN9 PAPER ELMTOMBRIC COATIS OVER STUCCO) DLATER 9, RIB V. FAMISH (SEE TIT WELL SlCTION) 6TOCCo UARAP 6NEATHINS SECTION F.t.rlor or pord.nd camas W.atar hell —ply with . 226-on em reauireMa o(ASTSTM C 9261Sb. Installation of exterior lathing and framing shell comply with ASTM C 1USi19a, or ASTM 1787, . 6 R L of zw 9a SRAP MATERIAL) OVER APPROVED NOUN WRAP. pJ-ASMINn To orr13ND OtTo WIPE I' OR LESS IMPS—� WOOD SHEATHING OR Cm WRB LAYER 01, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFAI IAI l 0QEMFP') z VXV '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 PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO W.W SELF-ADMERMS FEPMIRANE PLASM (COFR'ATIOLE W) MOAB WRAT• MATERIAL) OVER 4.4' SELF-ADHEtlNb MEFERAE M-46NM OVER APPROVED HOSE WRAP. FLA6ILN3 TO 2)(TE ND ONTO PIPE CUT AND OVERLAP ONE SIDE OF NW-APHERMS MEMBRANE FLAGMMS X—X—X—X SELF-ADHESIVE FLASHING — — — — — JUN NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-&4-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD OR 7/boll ZIP WALL 5HEATH INCH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a6designgroup,com AA M: 0003325 1 S C •xnmrv. Aa LOT: ABBOTT PARK IDT# BLIP 109 rnoawT#A 04181.000-10091 1LODw. 4EHB "2605— HAYDEN" GARAOM ewa9102 LEFT ]PAC=: WALL ASSEMBLY DETAILS 160 MPH ^ C BACKER ROD I I I I I I BACKER ROD --� - INSTALL i' SELF-ADNERINS MEMBRANE PLAS14NG OVER TOP, SIDE(&) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM, 2. SIDES, 3. TOP - VENT CAP IS TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IB TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. -E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JONTS AND INTERSECTIONS -APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ALL L SIDES, Ys' CAULKING • JOINT PER SECTION 7 EtAtrbT kvft ind *dmw Exterior use of pordand cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WPM LAYER 1, T; STUCCO WRAP HOODED VENT C 3 COAT CEMENT PLASTER METAL LATH WRB LAYER $2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) SHEATHING UM LAYER 02, FM F15M BUILDING PAPER WOOD — 0"ILICTION —METAL LATH a' cru VINYL CASING DEAD S' RAISED BAND V TO X' Ma] -I" , a. ' WEEP eeREED S' WIDE STRIP SELF ADHESIVE FLASHINS, CLEAN MASONRY DEFORE APPLYING Z PLASHNM STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. 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 e TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THRWALL / WALL 1 S' SELF ADHESIVE — FLASHING (INSTALL PER MANIF. SPECS.) BUILDM PAPER UNDER 'OJICK FLASH' 0A VENT PENETRATION SCALE, N.TB. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACIG- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICr, 3 COAT CEMENT PLASTER V TO YW MID -WALL WEEP SCREED mob' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 41, STUCCO WRAP WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRB LAYER 42, FORTPIBER BUILDING PAPER FETAL LATH TO WOOD STitlJCTURAL It • 1' OG. MAX oeFTrO x ffi L i' WIDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY DEFORE APPLYING V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WOOD SHEATHING STEP *1 APPROVED ELEC. METER FIELD y VERIFY LOCATION HOUSEWR4P BELOW 8' WRB LAYER 01, STUCCO WRAP CUT 'A, INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 1 L+ T E F 02 UIRB LAYER 'I, STUCCO WRAP APPLY MM 9 ' GRADE 'D' FELT ® MEMBRANE PLA MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSED~ WRS LAYER &2, FORTIFIEER BUILDING PAPER STEP 04 ELASTOMERIC ' ' '• COATING OVER STUCCO/ C.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL OVER 60 MIN „'°' SECTION) GRADE 'D' FELT -PROVIDE METAL LATH PROVIDE STUCCO SCRATCH SEALANT AT ALL JUN COAT LARGER THAN THE ELEC. JOINTS AND METER CAN OR METER CAN INTERSECTIONS COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION STEP 05 STEP 1*6 OELECTRICAL RECEPTACLE 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 4HID SVSDIV. Jte LOT. ABBOTT PARK LOT 10 B 9 lROJmCT� 04181.000-10091 MODRU 4EHB "2605—HAYDEN" GARAGED swnacit LEFT PAGM WALL ASSEMBLY DETAILS 60 MPH E C WOOD SHEAT14IN WOOD CONSTRICTION 'Y4' HAT CHANNEL 'TYPE 'X' DRYWALL WOOD SHEATHING WIRE, LAYER M, STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER WRB LAYER M, STUCCO WRAP AMIf� AMI66_IIFIdC_TS0 CUSTOM CdBNG BEAD NO GAP IN FI£LD —� (BHOILN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE, 11/2'•1'-V WKT. WOOD I'RAMED WALL WRB LAYER M, GM4LOOR 02CKM STUCCO WRAP WRB LAYER 42, FORTIFIBER PRE-B4G'D TYAM BUILDING PAPER ]' THICK, 3 COAT CEMENT WEATHERq PLASTER WEATHER RESISTIVE 6' SAP.. TOP OF WEEP SCREED BARRIER 4 TO SHEATHING BEHIND WEEP SCREED ��C3 COAT CEMENT W POSITIVE DRAIN WEEP SCREED METAL LATH WOOD 6FEATHNCi— 'I WRAPPED W SELF-ADHERENG FLASHING WRAP '� ` S TOP OF WEEP SCREED 4. POSITIVE DRAW - TO SHEATHING BELOW woP AGNISIZ \ WRB LAYER M, L STUCCO WRAP (SHOWN I'OR SEPARATE AC wpm LATER -2, FORTIFIBER m I lz BUILDING PAPER I I , 6' SELF-ADFERENG FLASHING WRAPPED / • CORNER OF CANTILEVER 1 %20 NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / A5TM C-841-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M 9/4 RESILIENT WEATHER RESISTIVE HAT C 4AN EL BARRIER 4 VINYL CASING BEm j' THICK 3 COAT CEMENT PLASTER 5/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH �' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOILN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 VINYL CASING t3EAD i' THICK 3 GOAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHFAT14M FINISH J' THICK, 3 COAT CEMENT 14EADERMEAM PLASTER VINYL CORNER BEAD VINYL CORP- 4' POAITIV£ DRAM V�YL��� WEEP SCREED FIELD NO ACI�D (SHOWN! r� FINS J FIB (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION I Y4 GAP R GRADE ROD 4 1 9 COAT CEMENT VINYL C OINLY) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26"GALv. PEEL 4 STICK) METAL DRIP EDGE SET N FULL BED OF S' PEEL SEALANT, MIN. eTlac .DRIP SPACE FROOM DRIP EDGE TO FACE TO TREX DOCK WATER PROOFING IN i\ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — 6' PIM 4 STICK • DRIP EDGE TO DECK—,, W OAPROD ie�—y PN16H LAYER (2 LATER PEEL 4 6TIM 3/4 RESILIENT W VOLOW 4 PAINTED FINISH � 1M3 COAT CEMENT VINYL CASNG BRAD Y4' GAP FOR BACKER ROD 4 SEALANT f EAR B� IMRE8ISTIVE WEATHER BARRIER -2 DECK MEMmRA►E, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE GET N RILL BED OF GEALANTA' MN. SPACE PROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFIN3 14t LAYER (2 LAYER PEEL 4 STICK) WIAPIMM FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER MURAL LATH WOOD 614EATHM SEPARATE ACCESSOMI BALCONY DRIP 11 EDGE INSTALLATION N OF ONLY) r XUl*N SHF-AT14NO :ATFER RESISTIVE AR\\RIER M E, km RESISTIVE ARRIER 42 SAF. \ -EEL 4 STrK I J(I'x3' 'L' FLASHNG FULLY EMBEDDED N ROOF CEMENT I )t' X W 26 CA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, J4' MN. SPACE FROM DRIP FACE TO TREX ✓— WATER PROOFING lit�ii{IICr.��' LAYER (2 LAYER PEEL �[ 4 STICK) PEEL. 4 STICK ® L-1 FLOOR 7,Z 'XI JS P.T. OR SR U"TED OD (TREX) FILLER, NTINlOUB GAP FOR SEALANT PT. BAACIECERROD. ODIFIED so 4 RESILIENT T CHANNEL L cAeINCs i9Em 15/6' TYPE=1/ FED FINISH PLA,�9 WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER •t COLUMN SHEATHTHING 1`° LEGEND e' SAP. �J(I'xs vFLASHNG DRAINAGE PLANE (WRB FULLY EMBEDDED IN ROOF CEMENT LATER 01, STUCCO WRAP) I Jy X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER 02 (FORTIFIBER — • —' — •SET — • — IN DIED eSEEALANT�,VMIN. 5UILDING PAPER) SPACE FROM DRIP FACE TO TREX ✓NYL CASING BEAD METAL LATH x—x—x—x WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 111W ZIP WALL J' THICK 3 COAT C>t'METJT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINYL CORDER BEm J / (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE. NTS F WOOD SHEATHING WRB LAYER M, STUCCO WRAP 2x FRAMING MEMBER i, NIICKE 3 COAT CEMENT P WRB LAYER 02, FORTIFISER 2 1/2' Q2SbIES.EBAQ BUILDING PAPER--,, FASTENED TO SHEATHING .ar.: • ,' OL- MAX. S METAL LATH WRB LAYER M, J' THICK, 3 COAT CEMENT .a STUCCO WRAP PLASTER WOOD BFEAT14JG METAL LATH FLASHING FLASHING WRS LAYER MI, FORTIFIBER BUILDING PAPER SF9���� DRIP CAP WINDOW FLANGE k 2 1/2' k CORNER 5EAD (FASTENER 4 SPACING o 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK SHEATHING WRB LAYER M, I STUCCO WRAP I WRB LAYER N'2, FORTIFIBER BUILDING PAPER ' METAL LATH �' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) WRO'LAYER M, STUCCO WRAP ICI{,\ WRB LAYER n, FORTIFIMER BUILONG PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER F✓'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 1L 15B CASING BEAD ® WINDOW (FRAME, NO BAND) JUN IN • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 S 3! C 4 ®LJ7nDIV. Ae 7LOTs ABBOTT PARK LOT# 109 B 0411810 0-10091 MODEMS 4EHB "2605—HAYDEN" awa an swaWas LEFT 1PAaXI: WALL ASSEMBLY DETAILS 60WH EXPZ, C WOOD SHEATHING yCASING BEAD PLASTERS GOAT CEMENT IX TRIM MEMBER TO TRIM METAL LATH WRB LAYER h, o STUCCO TO STUCCO WRAP SIDINGS TRANSITION WRB LAYER 42, FORTIFIBER WOOD SHEATHING BUILDMG PAPER SIDING WOOD SHEATHING WRB LAYER n, FORTIFISER BUILDING PAPER i WRB LAYER 01, STUCCO WRAP METAL LATH i J' THICK, 3 COAT CEMENT I WRB LAYER 02, FORTIRBER STUCCO �p WIC LAYER PLASTER BUILDING PAPER stucco wRAP 6'SELF-ApHERING , METAL LATH CASING BEAD FLASHING VINYL ANGLED EXPLODED ' THICK, 3 COAT CEMENT FLASHING OR PEEL a STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO 1 CASING BEAD DRIP CAP (CROSS SECTION) WINDOW FLANGE 11JR5 LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 C4 CEMENT PLASTER T� FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @) WINDOW (15C ( FRAME, W/BAND) WOOD SHEATi METAL LATH WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTF15ER BUILDING PAPER i WRB LAYER *I, a' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER i WRB LAYER 02, FORTIFIBER VINYL ANGLED I BUILDING PAPER c�`!D VINYL CASING BEAD METAL LATH i 'AA THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED BAND (FRAME) SCALE: UIGOD aw"THMS— IISAMEIR ,UESIeiIVE �T �IllTlvQ. 'X' x T Xa' „LAP SIDM 6' ADHERING STAIVI R error s.' SELF-A°'f'vMo PLseHMa � �sISTIVE NA�RroM q ebrn e 6'rAL lli!i� on V --- \_R2 SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-S41-14a, MIN. 2B LBS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) UK= SHEATHMG I^lSlernt } eMAPNTMRIE le IZ IKAT�mMAMMOR I-�.SISTivE / xx ,a• i awMa I / STARrER STW on LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME WR$ LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASINGS OL (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME S' SILF.ADWERM I PLAlHMG I — UEATHER RESISTIVE as CAMMI! -1 TO LAP aP x M.W� M9T \ I 7 `r EMOTIVE L WEATHER RESISTIVE GArotlE1U 4 i 'PLYDAAHI I j WINDOW FLANGE U&6 TRIM - _ OP W PLASHINS ■___— __.- =S�R / ' SELP-ADFlRINS K Ae1HMGAP WCALL ♦ I 1 PLA6FIN6 OR APrPlIVYIED WA \ y �THM!^!b. ISTIVE !SAMEIR ^UlSletive UlATNER RMISTIVE a-z UrAo vurL r� lYU4ERit 4M"wx PVC NAMM IN= SIDING TO STUCCOUZATI-EllitF RMnVE ® FRAME TO FRAME 19 TRANSITION X4, GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP V WIDE PEEL 4 STICK vi OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMING (Wl%' FLEXIBLE PVC BACKER ROD) j�,I MEMBER -APPLY FULL BED OF SEALANT BETWEEN J0 BUILDING FLANGE 4 BUILDING WRAP WRAP n EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-774A078 www.abdesigngroup.com AA #: 0003325 9 a a 6 CENTERLINE rFASTNERS N1THN OF CENTERLINE 1111111111111111k ASPHALT SATURATED FELT CARE SHOULD BE T—N IN KEEPING THE VENT PROPERLY 4'. S' AND 1P SMINN IN C GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PU1GE USING 1-1M' NMIlS AT EACH CORNER. ROOFING CEMENT _ SHOULD SE APPUED TO ALL SNNGLE EDGES NEART OUTER EDGE AND AROUND THE ENTIRE PERB.IETER AS NEOPRENE BOOT NI `.1:•.� OUT ENECK VENT OPENND IN THE ROOF SHEATHING.-ZE TNEOPENI-INACCORGANCEWITH THE RECOMMENDED IN SEVERE WEATHER COASTAL CONSTRUCTION ZONES. �v�".:••:� :•'-,`: .''':''~�..1 .`�.. _-.�'. ���.::':: 'cJ:'r CHART SHOMIN. IN THE EVENT A MECHANICAL VENT FM IS _ - '' '.�• -" USED.SIZETHEVEMOPENNGINACLUf✓DANCEYATH VENT PAN MANUFACNRE'SRPM CONNECTION j: ✓. �.�-:.•.ter i .i Ai• •�:7. INS IXTIONS. CONOTCUTINTOTRUS•A.w SES OR RAFTER3 WHEN CUTTING THE OPENNGIN THE ROOF. I ``�• R�CINTIERFER) SHINGLE NAILSAROUND THE PERI OF OPENINGSO THENNLNG FLADE OF THEVENTLAYS FLAT TO THE ROOF SIEATNNG. SUDS THE ASPHALT PLASTIC CEMENT FL TOP AND SIDE FLANGES OF THE VENT UP AND UNDER llll. MOLDED AROUND BISE OF SHNGLES.A— THE BOTTOM VENT FLANGES TO LAY ON I I I PIPE AND OVER FLAMHE THE TOP OF THE SHINGLES. c o ROOF HOOD VENT DETAIL F)-r" OLD-U Oum XK R L HEN AFPROYM NOYAIYRAP eLOPI OYM sIEA71I" or[R AD ATUD 2LALL STEP 1 MTALL•' AELF-Ap/IMM6 FLAmwa OVER VNTL NEAR R.AaN1WAS (WM4 00 DAD) NAILM FLANGE I E)EIDD KAOR DFERN6 R MHM M MN MYCHIP JAM R.AAWN9 MTALL VNTL OW CAP P DEtAW R.DADLE R.ANNi9 DO NOT alm 110I7aM FM STEP 6 STEP 7 ALIGN PLAT NAtl AV ►R. I DU OF RILL MO. MCGIMN cALLY FASTM FAWIND ZOOM tar NATALL OUPCW RmA W Al n R..AWNS AT M PLUMBING VENT DETAILS • AEALMI APW AM #MY TO WIDOW NA LAMM N 'RE -FIND Tom OR APE ADIESNE - DAW1 RA11"m VDa DRIP CAP ECIO•ARAP EaAV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS UNDERI—ENT ASPW T ROOFING CEMENT AT LEAST tT EYOND V—EYCENIERUNE CLIPPED OFF ORNER AT 46 OECYtEE' l ROOF VALLEY DETAIL &CALBI HIS APPLT ON " fO EaLA1) a[ALANT A WR04MACM JOM. RJYD APKAW FLAANNO FLANDO N#TE-REAL RC -#a OR Eawd. N.OPE WILL TO DC t IT is THE CONTAGToM IlabraialDILTT TO A19" r TFE COMPATIDILITY OF ALL rRODUCT6 NCLUDN6 HOUAW~, SALAAM A MILP-AA21E1100 III AOMM MATERIALS' AND 011111ft COM71111 OTIOIA. 2. MTALL ALL MATBIft," F :R MAMAIACN411M A,RITTEN SPI CRICATIONA W&ENNIN. AEALA%rM MAY REACT ADVERARY IF NOT CCMPATNIM AND SEAL JAMB TO SILL JOINTS WITH DOW JIM POLLOWMdi C40MA .ETION OP E_OR RETROFIT WORK PEPAIR SCHEME SHOWN SHALL CE IMPLEMENTED AT ALL WMDOWS WITH EVIDENCE OF WATER NTI"ION DELOW THE WMDOW OPENM SEAL NTERIOR M'ERA IE I OF: WNDOW WITH eEstA+'rr WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NITS 1441 N. RONALD KAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 1 s� np M 6/15/21 WCAM 1/4"-1N-0" WA5 —2x6 SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK META- FASCIA WRAP —DRIP EDGE I\ --1/8' TEXTURED FINISH a WOOD I \ I \\ 2X6 euD 6AND- 1/2' TEXTURED \ FINISH 0 CMU / \ METAL FASCIA \ WRAP 1e' FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \\ r\ \ (FRAME OR CMU) \ \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ \- \ ®ELEV)4TION ®PLAN A ;11 ©PL AN B VS' TflfTUR£D FINISH • WOOD, -F1,2' TEXTURED FMISH CMU METAL LATH WOOD SHEATHMG OR cm UAD LAYER h, STUCCO WRAP(FRAME ONLY) UPS LAYER 02, FORTIFIBER BUILDIWx PAPER T(FRAME ONLY) YJ � DRIP EDGE METAL KICK CUT /-1—ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) ��DRIP EDGE, 1' OFF WALL VNOT INTO STUCCO) ;1/0' TEXTURED FINISH rAm/ WOOD, 1/2' TEXTURED FINISH ® CMU / 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AvOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/1l 'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Yi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L _ AA M 0003325 J s� sqa c summ 4 7A a ABBOTT PARK LOT# 10 BLK# 9 ineoi=To 04181.000-10091 Moass- 4EHB "2605—HAYDEN" awes swavcn LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH E . C JUN 17 Q2021 FDAIM11 8/15/2 A6 TE-1 4" CONC. SLAB F c 0,0 a_ bfA ci I W I -6 8'-0" 3' 0a 3 o OP R00P ABOVE ----"----) I � • I--4 1 --� —-1— —FM-16x18 --------� 15'-4" i 4" PVC' CHASE II • I°r i I iu wI b to 0. a. y m 1p I i LL ii TOP OF SLAB 7 IJ II �O 11'-10" II 7'-5" 20'-S' w q LL 9 CW-12xi2 II 11 8 I I — — 11 1I b - F-2 x24 II K 0 W h — — —i i— C-L12— c m a ---- O QIIN N �I{� Y U 89 — a — iv iv UP T02ND FLOOR in I Oulj I =d' N 0 I (FIELD VERIFY EXACT LOCATION) 5 r F_ w I o? • I io It'.7 #3 TRANSFER STEEL SIM. rn 0 24" O.C. MAX 2 to ro I ix I I H 0'•0"FIN. ELEV m -- _ _ 4" CONC I FIN. CONC. SLAB U Iw f I� LL SLAB I law I 11 4 _ c I —_-- j' — — ——FM_16xi8 — J 4 4 FMC-18x18 MOM 21 101. is�_0„ 2'-1 „ 9.0, N 7,48, 8„ L— — FM-16x18 — — — — J M c pp m - o �I LL c IV 61 � � F 1�it'-.p .b lV FOUNDATION PLAN SCALE: 1 /4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'•0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.113INDICATES #5 BAR, 01NDICATES #6 BAR,NINDICATES #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 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 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 } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM 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 W 1..1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITYBARS 0 WITH �G EACH WAY. RFOUNDATION. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T,O.F. SHORT LONG FM-12x16 12" CONTINUOUS 18" (2)#Fs FM-16x18 16" CONTINUOUS 18" ( 's FM-20x18 20" CONTINUOUS 161 - O# s FMC-1&18 16" CONTINUOUS le, - s - VARIES CW-12xl2 12, SEE PLAN 12" - M #5 - +01_0. CWC-12x12 12" SEE PLAN 12, - (2) # 's - VARIES F-24x24 24" 24" 12" (2)# 's ) 's + -0° TE-1 8" SEE PLAN 8" - (1)#Ss _0.1 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 h O g C Svsa:v ee LOT. ABBOTT PARK LOT# 10 BLK 9 PI20JECT�t 04181.000-10091 z[oaEr� 4EHB "2605— HAYDEN" GARAGE SiIING: LEFT PAGE: FOUNDATION PLAN 60 MPH EA. C DA � 6/15/21 SCALE: 1/4"=1'—O" SHEET s1 3V MIN. EACH WAY C MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED.•— '— • — jr["' •'p CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS + ' o a ��..'.p GARAGE DOOR 'I�p... • LFM�. RECESS • " i 8" CMU WALL W CMU WALL . CORNER BARS, SAME SIZE AS LARGER BAR J w' a• +--0" IN FOUNDATION WITH 30" LEG EACH �. �, m +_ 0•-0• 1d y{I��� WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I ... •j ' SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE • q BAR SIZE 48 BAR CIA EXT. FOR SLAB ^ 4" CHAMFER (1STORY) #3 18" EXT. PORCH SLAB ARI S•I �I(' 70P OF GARAGE SEE SLAB SCHEDULE 4"CHAMFER 1STORY Il• . (�I� I� LL �' v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE >p. MASONRY UNITS SET AT ELEV: W/ 1/7' ISOLATION �. � 6"CHAMFER (2-STORY) Wl 1lT ISOLATION ( ) JOINT (WHERE APPLICABLE) i • #4 24" sEE SCHEDuIE #5 30" JOINT (WHERE: APPLICABLE) 6' CHAMFER 2STORY ( ) •: Ij SEE SCHEDULE • WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WAD, BAR SIZE #6 36" 3 FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" r,_"�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE SCALE:3/4"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE 3/4"=1'-0" SCALE: 3l4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL LAP TOP PLATE A MIN. 8 ` 8"CMU AND NAIL W/ 16d COMMON Q NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT 5 #4 REBAR @24" O.C. @ CENTER OF LAP TO OCCUR OVERER STUD OF WALL W/ PLAN B SLAB 2x4 OR 21,6 WOOD BEARING PROVIDE BLOCKING ki sQ 3iWALL W/ SYP No 2 STUDS SEE 'a O 5' PLANS FOR SPACING. SINGLE ig. I w NEW REINF. BAR BTM. PLATE TO BE PT. IL-'— SECURED W/ 2- PART PROVIDE OBL. TOP PLATE SECURE BT. PLATE TO ' 7' CAPPED °j EPDXY. MIN. EMBED SLAB W/10d MASONRY g 8", UNO NAIL 16' O/C STAGGERED. • q• GALVANIZED PIPE Q FOLLOW ALL MANF. AODITIONALMETAL § F, • 4" CONC., REINF. W/ W/FLANGE Q BASE i SPECIFICATIONS FOR z S CONNECTORS NOT fi 'x6' I USE AND WHEN . 1 #10 WWM ON 4 PREPARATIONOF = UPLQIFT IS PRESENUIRED T. 6-MIL POLY ETHYLENE zn w 4" 1 HOLE. w w _ VAPOR BARRIER ON �. �ra WELL -COMPACTED SECURE FLANGE TO SEE SLAB SCHEDULE CLEAN FILL TERMITE SLAB W/(4) 1/4" X 21/4" O} TREATMENT SHALL BE TAPCONS TOP OF SLAB ..� 4 S' BORA-CARE q ' : : (2) CONT. #4 REBAR AMFER(iSTORY)AMFER F �- Ij`}4�4 (2-STORY) (2)#5 REBAR ON CHAIRSq � s . 2,000 PSF VIRGIN SOIL OR 95% EQ EQ SEE SCHEDULE 17, MIN. DEPTH INTO VIRGIN OR ENGINEERED SOIL g COMPACTED SOIL FOR MO. MR SIZE AND BAR QUANTITY >n O SLAB HEIGHT LESS THAN 3'4' PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 NO UPLIFT 5 6 FOOTING W/ BLOCK WALL SCALE 3/4"=1'-(Y' SCALE:3/4"=1'-0" A SCALE: 3/4"=T-0" LAP TOP PLATE A MIN. OF 46' ---�� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2.4 OR 2,6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE 2 CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE ST. PLATE TO 5 a SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL D 16. O/C STAGGERED, O ADDITIONAL METAL J CONNECTORS NOT H REQUIRED WHEN NO b i W CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) O'• 8"CMU FILLED CELL (TYP.) +-0'-0" TOP OF SLABq' " TOP OF SLAB SEE SLAB SCHEDULE 2X WALLFRAMING • A TOP OF SLAB .'4• 12" DIA SIMPSON ST32 BOLTS 6' MINIMUM EMBEDMENT INTO SEE SLAB SCHEDULE EXT. PORCH SLAB , A • " CHAMFER (I -STORY) 4 a BAR SIZE 48 BAR DIA a : •q GROUTED CELL, 4" FROM ENDS AND W/ 1/7' ISOLATION 6" CHAMFER (2STORY) #3 18" • q • • 16' O.C. VERTICALLY MAX JOINT (WHERE • #4 24" 4 • ) APPLICABLE) MATCH STEEL #5 30 4 , " REINFORCEMENT 6" PVC CHASE H PER SCHEDULE 6" PVC CHASE THRU FOOTING SEE SCHEDULE FOR W%D, BAR SIZE THRU FOOTING #7 47' AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT JUN PER SCHEDULE INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO AND ARUANTTTV AND SAR QUANTITY PVC CHASE 9 SCALE:3/4"=,'-0" UPLIFT) BLOCK WALL CONNECTION THRU FOOTING (NO 12 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-774.4078 www.s bdeal(ngroup.com L AA #: 0003325 1 C Ip IUBDM & LOABBOTT PARK LOT# 10 BLi{ 9 ROJmCT# 04181.000-10091 MODEU 4EHB "2605-HAYDEN" GARAGE BlrMG: LEFT PAGE: DETAILS 60 MPH Cf. C JUN FIRST FLOOR DOWEL PLAN SCALE: 1 /4" = V-0" /.ft alp 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407- 774ro8 PAX 407-7747mwww.abdesigng AA k 0003 4 All 1 1 11111! 1. BVHDIV Se I.OT: ABBOTT PARK IDT# 10 BE9 PROJCT# 04181.000-10091 acoaEtl 4EHB "2605— HAYDEN" GARAGE awnrG: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH E C TIE VERTICAL REBARc TO HORIZONTAL REBAR W/1d'i HOOK GROUTED BOND BE VARIES PER ELEV. /�•yicc e s d� • 5 g CLEAN OUT REQUIRED FOR INSPECTION TIE VERTICAL REBAR '•d .'� S • TO HORIZONTAL REBAR W/ 10" HOOK �L BAR SIZE 148 BAR DIA. #3 19, M $ #4 1. #5 301, #6 36" #1 47' HORIZONTAUVERTICAL � REINFORCING SCALE, 3/4"=1'-0" c I NEW REINF. BAR a SECURED W/ 2- PART I EPDXY. MIN. EMBED c 5 6'. UNO FOLLOW ALL MANF. z rc SPECIFICATIONS FOR m I USE AND j PREPARATION OF HOLE. d d � STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE' 3/4"=1'-0" OFFSET METHOD CONTINUOUS BARSIZE 48BAR DIA. METHOD #4 124" HORIZONTAU/VERTICAL #5 31Y' REINFORCING #7 2 #7 4Z 47' SCALE: 3/4"=1'-0" #5 BARS 0-1 ra' CMU UNIT DIMENSIONS ARE NOMINAL SIZES %� MASONRY SYMBOLS 4p�J SCALE: 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.ebdesigngroup.com AA #: 0003325 s� pp g OU13DM d0 L10T ABBOTT PARK LOT# 10 BLFC 9 P1to"mT* 04181.000-10091 MODE7.4 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 160 E C 2021 [RMT ,DATIM8/15/21CALM: 1/4"=1'-0"HEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wl 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. S. 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 DSam IF?tON REMARK 1Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZWH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8xl6 (1)116 (1)p5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)MS N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" JUN .1 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0003325 �o ABBOTT PARK LOT# 10 BLK# 9 04181.000-10091 HODZU 4EHB "2605-HAYDEN" LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 2021 DATE: 6/15/21 SCALE: 1/4"=1'-0" 9I�ET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK 30"TVPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION 45 BAR BENT AS SHOWN #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0 ��yLNG PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. OF �" F=FILLED W/ GROUT UNFILLED NOMINAL WIDTH # OF #5'S, IN 2ND BOND ,BEAM COURSE 16-1T/1� / B NOMINA L-�� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM #OF#SS, BOTTOM AND XFXX - iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - iT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •31YB' WINDOW 4. SILL M E SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0" SINGLE CORNER 1 BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL j BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM �.,...,�� CHANGE IN ELEVATION OF BOND BEAM TYP. b �1#5 BOND BEAM 1#5 TYP. 8Z16' ro BOND BEAM 806 DBL BOND TOP O BEAM W/(1)#S BAR BOND BE EACH COURSE 8x8 BOND BEAM W/(1)#5 BAR .1�: BOND SEAM GROUT SOLID FROM — TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE W/ IBARBAWIDTH LENGTH OFLINTEL OF MASONRY OPENING-7 BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'-0" LINTEL, W/O STEEL (L1)REFER 7? TO PLAN FOR LOCATIONS Th PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1W EMBEDMENT 2x6 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 218 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-14' MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 WOWSWIN R191e91tillM d. =2" MIN, 2 *'MAX s,=2}'MIN, 9" MAX W� &=1}'MIN, 2}"MAX ea = }" MIN, 2 �' MAX d6 =2" MIN, 2 �' MAX sa = 2t' MIN, 9" MAX "'MIN, 2}"MAX ea = J' MIN, 2 }'MAX d. =2" MIN, 2 *'MAX s, = 2 t MIN, 9" MAX 01)2d 4=1"MIN,2}"MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 t' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, • SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT � SCALE: N.T.S. -i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 1 p �o C � R ILLL BUDDly Ae LOT: ABBOTT PARK LO101 PROJECT# 04181.000-10091 MODMIA 4EHB "2605—HAYDEN" GARAGE 9WING: LEFT PAGE: DETAILS 60 MPH EXP. rR""T 6/15/21 T .1A "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 SAFP LOAD LF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 81606 8.1T 1T 1TAB 1TIOB 1T TYPE LENGTH 8/8PLAIN 8/8SOLID TYPE LENGTH d81T an61T alm1T d241T d2a 1T 81841T 818.19 a-iTmomme vmlTnB1Tne mime 81a2T a1182r I 8I10u 9124,2T ermzr am--r 3'43• PRECAST 1498 952 3114 4217 5MI e42e 7531 843' PRECAST m 1024 8'43' PRECAST IM 304 4304 SM 0132 70M 248E ells ease 710a 908I 10000 150 8624 4894 52ee 8182 7oD1 4'4r PRECAST 1085 Tao =6 3126 3045 478E 5587 4'4r PRECAST 514 783 4'4Y PRECAST 1383 30a0 $815 457E M W79 110614113 7102 e624 7827 0751 1303 3000 381E 45M 5826 can 4'43' PRECAST 819 a8 ITM 24M 8088 3eee 4300 443• PRECAST � 591 4'43' PRECAST 12P 2502 331E 4018 4711 am 182E U43 7e47 OM041 750E 12P 2707 381E 4M3 4711 a39 6'-4• PRECAST 981 1247 I= 20M 3123 3888 42W PRECAST 411 411 Ste' PRECAST 1016 Im 2a74 2944 3513 4064 1319 44M 7100 7342 en0 am5•�• 1010 z2n 2038 3309 3961 40M 5-10' PRECAST off 1024 1024 1e31 2M 2549 8009 34n 5'-10" PRECAST 3W 339 5'-10' PRECAST on 140 1971 2443 2915 38B7 3e93 Off"eoee 8548 6776 029 2090 2693 3107 ee2o 4133 8'43" PRECAST 113e 3227 3031 MY 4383 GM 8'�' PRECAST 410 721 8'43" PRECAST am 1201 IMIM2332 2709 1139 3227 406 70H 10W0 825 eE Ieee 2929 z790 3251 3712 T43• PRECAST 570 9n 240 2M5 2006 3191 888E PRECAST 308 594 T43' PRECAST 71e ow1181 1402 1743 2020 936 2400 340e ON MW "mT$' 727 ISM 202E MM 2827 322a 9'-• PRECAST 40 an 1e9e =4 24M 2618 2821 9'�• PRECAST 192 384 9'-4• PRECAST 454 586 767 948 1129 1310 e39 1674 2208 3M 4000 4e99 572 1310 1643 1990 2164 2519 10'$' PRECAST ss5 487 1247 IM1004 2103 202E 10'43• PRECAST 1s1 301 10'43• PRECAST 358 40 $12 755 899 1042 m1407 1807 2781 3222 3794 GM ilea 1472 1783 1710 Im 11'r4' PRECAST 330 544 1312 1742 2252 2889 3530 1714' PRECAST 132 417 1114" PRECAST 430 400 am an 7" an 544 1812 1742 2262 2888 8662 48e 1042 1872 1e48 1470 1710 PRECAST 908 507 1210 IM2046 2100 3191 124Y PRECAST M 870 12'41" PRECAST 383 300 4n 6e7 e98 m12'4P 507 1210 1598 2Me 28ee 8171 440 9/0 1300 15e0 1814 1476 PRECAST 270 M1045 188E 1732 219 268E 19' 4' PRECAST 82 298 18'�' PRECAST 808 Me m4M mso19'�' 414 1046 1306 IM2310 2806 9Y0 n0 1057 1312 1071 1203 14'-0• PRECAST 254 306 9n 1272 1808 198e 2279 144r PRECAST 71 293 14'4r PRECAST 2r9 278 380 443 52e an 300 9n 1272 low 1950 im 378 717 $$I IM 075 1133 14'-8" PRESTRESSED N.R NR NR NR NR NR NR t4,-8" PRESTRESSED N.R. 283 14'4• PRESTRESSED no 422 we an 746 m468 1079 1420 1824 2277 2712 248 e88 I 980 1287 1474 171E 15'-4• PRESTRESSED N.R. NR NR NR NR NR NR 15-4" PRESTRESSED N.R. 252 19 • PRESTRESSED 4 224 387 464 574 $84 m 412 1014 1340 1703 2116 2513 230 61e 906 1134 130 Ian 1T-4• PRESTREssEo N.R.300 NR NR NR NR NR NR 1T�• PRESTRESSED N.R.18S Me PRESTRESSED 187 320 m451 a87 m M 1121 1413 1739 2047 192 we 720 w 1135 1312 19'�4' PRESTRESSED N.R.19'�' NR NR NR NR NR NR PRESTRESSED N.R.48 19' 4' PRESTRESSED 162 m 348 430 513 M5 286 78e 9a9 1200 14e7 1778 108 429 828 e09 900 1099 21W pRESTRESSEp N.R. NR NR NR NR NR NR 211-" PRESTRESSED N.R. 125 2114" PRESTRESSED 142 219 306 3BI 454 527 18o See 833 1038 1108 14� 142 873 e37 890 81e 943 22'4p PRESTRE88ED N.R.005 NR NR NR NR NR NR Mr PRESTRESSED N.R 115 22'47' PRESTRESSED 19 US 200 30 420 497 m 784 002 1203 1361 137 35e 513 059 7n 900 24'4P PRESTRESSED N.R.129 NR NR NR NR m NR 24'4i PRE8T�83ED N.R 91 24'-0• 124 174 Me M M416 460 054 824 1014 1147 IN 319 455 581 e87 798 - ALL VALUES TAKEN AS THE LESSER FROM WM LOAD TABLES" BY QUALITY 2016 EDITION, LOTTS MAY 201E EDTION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 201E EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 JUN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0.0 5 74 I3PIM0 DDrv. & WTI ABBOTT PARK LO10 9 JMT# 04181.000-10091 MODELa 4EHB "2605— HAYDEN" GARAGE BWMGI LEFT PAGE: SAFE LOAD TABLES 60 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" 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/ 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 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 PBS36, .17T' ° 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 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 DESCRPTK)N am BIABFORG�i REMARK WD1 4X6(3)j"x5)5)SYP. HTT4 W/5/8"DIAx5' 5/S3.1A PT., WOOD POST EXP. BOLT r- — — — — — — — — FIRE —2t2.TL0L 3/4" SUB FLOOR �\, 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FUR. TRUSS ELEV. VIEIP PRE-ENG. FLR. JOISTS 3/4" PLYWOOD! DRAFT STOP PRE-ENG. FLR. JOISTS 11 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIE�FVIE�F DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST ALLw/ NB4WW(4)Vx4' IOMAND (4)V x2W 0 BNM .1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 1 ll C A BUDDIV►. & LOT: ABBOTT PARK LOT 10 BLK 9 PROJECT* 04181.000-10091 i[ODE71 4EHB "2605-HAYDEN" GARAGE BlfMG: LEFT 1PAGE: FIRST FLOOR FRAMING PLAN 60 MPH W. C A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS 942) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 *'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. 1x2 SECURED W/ 10d GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#27'x 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 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U.1810 LBS, L770 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 CONNECTORS) SCALE 3/4"=1'-0 � lIICI®IAACII 711L10®1 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/6' GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE (JOIST 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 PROVIDE BLOCKING 12'GYP. WL. BD. SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION @ L.B.W. 4 SCALE: 3/4"=1'-0 (NO UPLIFT) OUTER 1/3 OF SPAN ONLY PLATE DEPTH IWO —HOLE EDGE >518" —HOLE DIAMETER <215*0 SGL. STUD HOLE EDGE >5/8" .100 lk HOLE DIAMETER <3/5•D DBL. STUD STUD NOTCHING OAND BORING LIMITS $ SCALE: 1 12'=1'-0 ENGINEERED WOOD TRU Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WIT (9) 10d x 1 J' NAILS T( GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED CONJUNCTION WITH HEAVY UPLIFT CONNECTOR tx2, 2x WOOD FASCP SEE ARCHITECTURA 2x SECURED W/ (3) t GALV. COMMON NAIL 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" BEAM \_ SEE SCHEDULE NOTE: APT SYP #27'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. BON LGT3SDS2.5 GIRDER TIEDOWN x 5" TITEN HD TO CMU AND (12) SIDS GIRDER SON FGTR GIRDER TIEDOWN WITH (TEN HD TO CMU AND (18) SOS- x ER SON FGTR GIRDER TIEDOWNS WITH TEN HD TO CMU AND (18) SOS *'x 3" 0 GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 6' 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.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE: 3/4"=T-0" � MO®tsOp( TIC1g01 4500 3/4" WOOD PANELS 8000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx1/2 HOG COMMON NAILS. a EACH END TOTAL OF 10 LVUWOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (18)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY n. ON SLAB 1`4. LVLMOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0' A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 314"1 WEDGE -BOLT/, -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/i6 G <2900 LBS, U < 210 LBS W/ (4) 314'" WEDGESOLT/J-BOLT, 5' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12' 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) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=T-0' 6MAX(W11X4) OR 10'41" MAX (W/ 4) MAX. OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0 PERPENDICULAR TO [-JOIST # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4' 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 & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1x4 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 (2) 2X12 TRU 24- MAX. W/ 24 MAX. W/ 6' MAX. END SYP. P.T. OF SHEATHING rJorsT (JOIST SPACING FRONT 9 . SEE FRAMING PLAN TYP TYP LEDGER - e e END OF LEDGER xx�� < ''kk`` m LL e BOARD < >o f (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR w BE USED PERPENDICULAR W/ 2" WASHER & 5 12' LEDGER WITH I-J ST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 21 MAX. WI 24- MAX. W/ AX. END SYP. P.T. O SHEATH( G SEE FRAMING PLAN IJorsr uolST PACING FRONT LEDGER '. TYP TYP w° flill.11'PCON END OF E LEDGER a e e BOARD o d x' 2X8 SVP P.T. t b LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO WOIST i. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 44', 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 I SIZE IBOLTSIZE III&LEMOMMICENMALWAIDING A DOUBLE SYP 2x8 1 1/4" 1 8" 24" O/C MAX. B DOUBLE SYP 2x12 1 (2) 3/4" 1 8" 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 1W EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS s WOOD LEDGER DETAIL I -JOIST SCALE: 3/4"=T-0" (2) 2X4 Not SYP DIAG. — BRACE W/ (3)12d 0 EA, TRUSS(DIAG, BRACE TO COVER 5 TRUSSES) Y' (1) -"BRACE 30'-1" TO 69-0 (3)'OC" BRACE (1) "X" BRACE @ CENTER (2) ")" 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 RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED, AT 37OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's 6' O.C. MAX CONT. 2x4 SECURED W/ (2) 1Od's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-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 (Ft 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, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. &LiERNnATE MATERIALS SCALE: 3/4"=1'-0" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdecigngroup.cdm AA #: 0003325 94 s o SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)Sd COMMON Non S EACH END IJOIST LVLJ PLATE STRAPS W/ tOtl x 1 12" HDG NAILS WALL / FLOOR FRAMING, a-I—JOIST PARALLEL TO WALL SCALE:3/4"=l'-0" 8" CMU WALL REINF. PER PLAN PER ELEVATION PER ELEVATION 2x4 P.T. CEILING NAILER W/ MASONRY NAILS 012"OC 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG ® 3" O.C.; STAGGERED AS SHOWN #8 WOOD SCREWS /r / DBL. 2X8 SYP #2 LEDGER. x 2" LONG @ 3" O.C.; SEE FLOOR JOIST LEDGER STAGGERED OFF SCHEDULE, 10/S3.1A / CENTERLINE 3/4" AS SHOWN �� X 6" TAPCONS 6' CMU WALL } REINF. PER PLAN PER ELEVATION A. a IJOIST (SEE IJDIST (SEE FRAMING PLAN) ry ? FRAMING PLAN) PER ELEVATION N MAx. (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS 12" O.C. SOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SCALE: 314"=1'-fY' 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOWW ROOFTR ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24' O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK Y" W/ TRUSS PLAN TRM TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 12" DIA. ANCHOR BOLT W/Z' A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U,990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/(2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's B" 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 a. K SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. o' AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONS. SECURED W/(2)1101 EACH FILL ALL HOLES, DO NOT USE 12"x9" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTHEPDXY TRUSSNVOOD POST CONNECTIONS TRUSS TO BE INSTALLED (B 10'-(Y' O.C. MAX. TO 10d x 3" 5-12" EMBED. MIN. @ 16' 1 Oa 10b 1 OC. OC MAX. SCALE 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL „a„To� 8 SCALE: 3/4"=1'-0 • a•. ' A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. • # B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HOU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 212' SIDS TO POST TRUSS L.B.W. 9a 9b ACONNECTION A��P�ABUTBASE N1,900 G5,660 W/5BDIA x6'EXP BOLT SIMPSON ASU46Z POST BASE <U.2,300 G:10,335 W/ 518 DIA x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/Z' NAILS TO POST. i44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 SUBDIV. & LOT: ABBOTT PARK LOT 10 BLK 9 PROJECT# 04181.000-10091 UODEL: 4EHB "2605—HAYDEN" GARAGE B'WMG: LEFT IPAGE: DETAILS (I —JOIST) 160 MPH EXP, C 11 SCALE: 1/4-=1'-0" 1 S3.1B 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 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 Q 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 DEsmpnm REMARK O7 (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 (P-0 W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1)46 (1)#5 N/A---r GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES _______________________________________--------- U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" I --- t 1 1 1 I I 1 1 I I 1 1 q 1 1 1 1 1 1 1 1 1 1 1 L---------JZF==T I ___ 8F8-1T/OM/OB 1 1 SECOND FLOOR LIFT BEAM PLAN SCALE: 114" = 1'-0" 1 1 1 1 1 0 -r 1 1 1 1 1 1 q 1 I 1 1 i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 g ' p LL 3 IPRO HDIV. Ae LAT:ABBOTT PARK LOT# 10 BLK 9 JECTy 04181,000-10091 MODEIX 4EHB "2605— HAYDEN" GARAGE SVFMG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH E . C DART, 6/15/21 BCA x: 1/4"=1'-0" BIiEET S5 "LOTrS 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 LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818.0 61T 1T49 1TAB 1Ti'0B 1TAB TYPE LENGTH PLAIN 30LI0 TYPE LENGTH MIT 8nb1T 801T 024-1T 8A1T IVM4T MIS 61Tn trn 1Tn true 1Tn sear enear el20aT e124ar erle 2r 602zr 9'41' PRECAST 1438 862 3114 4217 GM am ml 3'8' PRECAST m 1024 3'�' PRECAST Im 3524 4394 82se 0132 7001 2485 8118 88se 77se 9091 10000 tdse 9624 4994 62se 8182 7001 4'-0' PRECAST 1086 700 =5 $125 3945 4766 66m 4'-0' PRECAST 514 783 4'-0' PRECAST 1303 3080 3815 46M se26 Bole tm 6113 7102 OM7=7 8751 1303 3M 3816 4m0 se26 6079 W4r PRECAST 819 see fl70 24M 3033 9se8 4300 4'$' PRECAST 398 591 4' 8' PRECAST 12m MM 9876 4043 4711 Sm low 943 7847 OM 041 7se5 V07 3a76 4043 4711 on 5 4' PRECAST 931 1247 19se 2000 3123 96se 4248 5' 4" PRECAST 411 411 Ste' PRECAST 1018 I= 2374 20" 3513 4084 1319 44W 7106 7342 6780 8T58 1016 2VO 29se 3300 3001 40H 5'-10' PRECAST 817 1024 Iasi 2000 2649 30M 3470 PRECAST 340 339 5'-10' PRECAST 900 140 1971 2448 me 3857 1161 8698 se77 amamams-10' 929 2M2688 9107 8620 4188 8'8' PRECAST M2 1139 3227 3031 3707 43se 8087 8'4PRECAST 410 721 8'-0' PRECAST se6 1201 1m8 19se 2332 2M9 1189 s227 45se 7054 1000o se26 Im Me 2M926I 3712 T-8" PRECAST 570 on 266 2206 28se 3191 eee6 T 8' PRECAST 303 594 T$' PRECAST 718 goo 1187 1402 174a 200 ON 2M340 4084 7007 8 - 727 1824 2026 2429 2527 82se 9-4' PRECAST 428 m 181116 2204 201 2918 2RI r-e PRECAST 192 384 9'-c PRECAST 454 BOB 7m 948 1129 1310 we 1074 22M =1 40M 4811110 m2 1310 1643 IM 2184 2519 1a43' PRECAST 388 4e7 1247 I7m 1904 2163 MU1 10'�' PRECAST 151 301 10'-0" PRECAST 3se 4se 012 Ise m 1042 5e0 I4m tse7 2FAI 3222 3784 as ttso 1472 Ilse 1710 Im 1114' PRECAST 330 5" 1312 1742 22se 2M 8880 11'�' PRECAST 132 417 11'�' PRECAST 430 408 530 an m an 544 1872 1742 2252 2Bse 8662 4se 1042 18n 1849 1470 1770 I" PRECAST 309 B07 1210 1596 2D45 25se 3191 ir-0" PRECAST 111 370 1r-0' PRECAST 388 m 476 6m m m 501 1210 1se8 2D18 26se 8171 4/0 910 1300 1690 1814 7476 13'a4' PRECAST 270 433 1045 13M 1732 21P 2835 Me PRECAST 82 298 13'd' PRECAST 306 m 3se 484 m5 645 414 1045 1305 1782 2810 2000 386 m 10m 1812 1071 1203 14'-0' PRECAST 254 388 978 1212 1608 lose 2279 14'4r PRECAST 71 293 14W PRECAST 279 278 390 443 US 908 ago m ten loos 1950 2389 378 717 Sol 1192 m9 1133 14%V PRESTRESSED N.R. NR NR NR NR NR NR 14'-W PRESTRESSED N.R. 283 14'4' PRESTRESS® 230 422 we m 740 8se 4se 1079 Me 1824 2217 2712 240 m m 1237 1474 1715 19-4' PRESIRE8SED N.R.NR N4 NR NR Nt PR Iw4r PRESTRESSED N.R. 252 IV41 PRESTRESSED 224 9m 484 m4 04 m 412 1014 1340 1703 2118 2613 230 616 on 1134 lase 1572 1T-4' PRESTRESSED N.R.300 NR NR NR NR NR NR 1T$ N.R.183 1T�' P lm US 306 461 BB7 m m 1121 1418 1730 2D47 102 606 n0 SM 1136 I812 19'�4' PRESTRESSED N.R MR NR NR Nt N4 NR 19' 4' PRESTRE88ED N R. 148 19'r4' PRESTRESSED 102 m 346 430 513 se5 235 788 9se 1290 14m MG ISO 428 829 809 8se 1091 21W p ggEp N.R. NR NR Nt set NR NR 21.4" PRESTRESSED N.R. 125 21W PRESTRESSED142 219 306 set 464 Ou 190 m 8e8 1036 110 1488 142 m se7 no ale 90 2r-0' PRESlREBSED N.R NR Ni NR set NR NR PFE87RESSED N.R. 118 IV 2M 290 80 426 497 l� am784 m12se Im IV 187 513 se9 779 900 W-V PRESTRESSED N.R. NR MZ NR NR NR set 2v-v PRESTRESSED N.R. 91 w4r PRESTRESSED 124 174 20 902 380 418 In 450 04 am 1014 1147 124 319 4se set ser Ise - 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 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 d N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 1 9U33DZV. & LOT11 ABBOTT PARK LOT# BLIP 109 P3ROJ=T* 04181.000-10091 MoDErr 4EHB "2605—HAYDEN" GARAGE S1TfMG: LEFT PAGE: SAFE LOAD TABLES 60 MPH E . C 9U33DZV. & LOT11 ABBOTT PARK LOT# BLIP 109 P3ROJ=T* 04181.000-10091 MoDErr 4EHB "2605—HAYDEN" GARAGE S1TfMG: LEFT PAGE: SAFE LOAD TABLES 60 MPH E . C '20 w lcw_j I-i� I C ov"Ir FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 1 Od x 1 112" 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 2 718" LONG, WITH WASHER Q 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 MM UFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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 $= a BABE PLATE OR REMARK DEBCWPTION REINFORCEMENT WD-1 4X6 (3)4'x5X") SYP. HTT4 W/5/8" CIA x S' 5/S3.tA PT., WOOD POST EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" - V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774-6078 FAX 407-7744078 www.abdesigngrou p.00m AA #: 0003325 Is g 9 SUBDIV. Ae w ABBOTT PARK LOT# 10 BLK# 9 PROJECT# 04181.000-10091 MODEL, 4EHB "2605— HAYDEN" GARAGE BVMG: LEFT 1PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. GABLE - ENO Hm ROGF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.DO) 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 PAW RAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING E XP 1 4020 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(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 2X4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 12" 0.131 F1667 SCREW SHANK 170 000 RING 16-20 RINGS PER RSRS-03 8d RING SHANK, 2 3/8" 0.113 SCREW SHANK INCH) RSRS-01 RSRS 8d RING SHANK, PNEUMATIC 23/6" 0,113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING Z F USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" _ O.C. AT PNEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & 9 BOTTOM PAANEL AND 8d RING SHANK GUN NAILS AT S' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF 8FfJ17NN0 ATTAOFBIBlT SPIVCINO PKM GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS ®4" O.C. ON EDGE AND 6' O.C. IN FIELD TRUSS 2z4 #2 SYP OUTLOOKER RAFTER W/BLOCKING ZONE 2e, 2n, 2, 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD 1B'O. S IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r: 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING ® 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2t MM ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 BO RINGTOP BOTTGUN a4"OC. . TOP & BOTTOM EDGES EDGES N Z z . 17 zU Y W Q LL Z ? yO o U Z O TYP. EXT. SHEATHING ATTACHMENT �a 8w 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS 0 6"-8" O.C. MAX 0 EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENEM 2 ALL AGGREGATE USED M CONCREFE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE SNIT. STRUCTURAL DRAWINGS SHALL BE USED IN CO NJ UNCTION WITH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7M EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CMAIKERED SNIT. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 316-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 11 DO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF BARRIER PROVIDE 64All CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ONWHERE INDICATED ON MEMBRANIVE E ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRALINES. SEAMS LAPPED 61NCHET AND SEALED WITH ADHE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL 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 FORMWORK. 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 WTH 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 W 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 EXC WSKM FRW THIM PL6M: 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 2X 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 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MM: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AT 064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WQW TRUSSES' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2° CHAIRS SPACED T-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THENATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS"THE NFPA. TRUSS DESIGNS SHALL AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOO DRAWP DRAW NGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFOROING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BAR REBAR SHALL BE ASTM A615 3. MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 80 IN MASONRY DEFORMED BARS FREE FROM OILSCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAW NGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF' LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATTIONSIONSFOORRHANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD won-concunent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR . 38'• WOOD TRUSSES. 10 psf STM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" sf PROVIDE 36' z 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990. 18 pN TOP CHORD psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) GYPCRETE) I1 psfTM ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 5 PST BCHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST VIAND UPLIFT: 10psf 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 PST STAIRS LIVE LOAD 40 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. p WIND: DEAD LOAD SPEED MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (BBC R2020) EXPOSURE C, RISK CATEGORY IO 020) SUSECONDC,RI INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpaF, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pst, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50Psf, PASSENGER WTHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS. PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY' HOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA PLAN SHOWING MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. M , ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPE RCEDE THOSE ALL SHOP DRAW NGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR RAW NGS IN THE FORM DRAWINGS SUBMITTED WITHOUT REVIEW WLL BE RETURNED UNCHECKED. SHOP DRAWINGS RUNNING BOND UNLESS OTHERWISE NOTEDLAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE , ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAW NGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, ALL INSTANCES, THE CONTRACT ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS T9 D WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRRITINGITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO W', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION SITE PREPARATION` FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE BTHICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OVER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF S1TE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL RESAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUICTILIRAL STEEL BE MADE BY THE GEO-TECH. ENGINEER. CONCIM 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 BLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" 4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3-FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-112' FOR #5 AND SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 142' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F31251F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTIW SIIE 1 TYPE SPAONG PEAWIK3 APPLIGDUN SIZE TYPE SPAQNG REMARKS 1# PT N_NG TO RY I CONC. CASE HARDENED COIL 11I}'LONG . 6 O� GARAGE DOOR BACK TO-SO-YIWNC. 1l4" DA. NOWASHER APCON MASONRY FASTENER 6 OIC 1 t2" EMBED., 4" END AST., till"EDGE DST. Soo, AL. EXT. DDOR9 CASE HARDENED COIL 9'OC WINpOW/pOORI FASTENED GARAGE DOOR B.x% 3R" ADP E%PANgIXd- T tS'O/C (3I6'gA) <°EMBED. <'ENO AST. END 9EEN E6 11Yr LCNG. STAGGERED -NA_NRYIWNC. TO AIASGwy ONC. x91WA9 R 1<'OC 112 DA) 6-EWE CASEHAROENEDCOIL S.-wNDOv roowFASTENm _S__ CONTACT THIS ENGINEER FOR SPACING to Pr, SCE NoTE6 NPIL1 yr LONG. STAGGERED INTD I-NRYImNc. AsoNRrI REQUIREMENTS EXT. SWING DOOR BUCK 3 PT, 9EE NOTE 6 Q))yt6°DA. WA9HEA 18" O/C ,11 ENBEO,g'EK9. GIST„ 1 1/C EDGE q8i. NONbEARIN[i WOOD WALL TO CONC. SLAE i7•° EXPANSION 4"EMBED. 4"ENO WI WASHER BOLT 2d O� DST, g EDGE DST. h PI �NOD'W BUIX 38' PAF G Z t/6" 6'6 P TOS ELCOL., SEE 6.1W4,A'A=1 G ER. WE q3T. NOTES STA 1.SSTAAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS 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. ix MEMBERS ARE NAILED AND Zx MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-77A 4078 www.abdesigngroup.com AAih-0003326 It R O I]PR r EMI . So LOT:ABBOTT PARK LOT# 10 B 9 OJECT# 04181.000-10091 MODE7i 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH E C © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J-CHA 7MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7D STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED( 12" O.C. MAX (INTO ELQ (DWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED 7O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. }" MAX. (a - DETAIL D O STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT --I 30 J-CHANNEL r%='r A 11 C J-lrI-7/11VIVCL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 0 BATTEN STRIP ANCHOR 12 1Od NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER / BY OTHER EMB. WOOD BATTEN OFFITO J-CHANNEL (S) DETAIL B J" MAX J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT NSTALLATION SCREW, Q J-CHANNEL-l' BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO WOOD) IN J-CHANNEL J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR PAN 'L' EAVE WIDTHEAVE WIDTH (ROOF(ROOF OVERHANG)OVERHANG) CONCRETE; "SPAN CMU OR WOOD NOTEA)CONCRETE; CMU OR WOOD SOFFIT SEE DETAILW SEE DETAIL'E' SEE DETAIL'D'SEE DETAILE (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END TRUSSMOIST/RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO (DWOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) -WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. .Fiij€tj1••••• •�•••• �• 3.519 •.i J=gii••'1• 375 375 }•R .4 3.625 3.625 . 5 66 08 .03 12� A DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 0 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407,-774.6078 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003326 b ABBOTT PARK LOT# 10 B 9 04181.000-10091 1tOD>QIs 4EHB "2605- HAYDEN" GAXAGs swam LEFT PAGms SOFFIT DETAILS 160 MPH EXP. C 11INS WW �00 A 9M ap a/15, sCALlft 1/4"= ABBOTT PARK LOT# 10 B 9 04181.000-10091 1tOD>QIs 4EHB "2605- HAYDEN" GAXAGs swam LEFT PAGms SOFFIT DETAILS 160 MPH EXP. C 11INS WW �00 A 9M ap a/15, sCALlft 1/4"= '16�aP 2 0