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HomeMy WebLinkAbout7554 Broad Pointe Dr99 920005-4EHB-HAYDEN9 _M pREVA1LIN0 ALLwORK SHALL "Y CODE, CODES FL©RIDA BUC COD 'ILLS WD-M Ctv O EPHYRH 01RDINAI`ICE8 H O M E S DEC REVIEW DATE CITY �F ZEPW pLP,14 E)(Am sER 12602 TELECOM 0RIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: ESIGN D>S<lIIDM ITERI REVISIONS INDEX OF DRAWINGS -I� ABV. ABOVEABBREVIATIONS LAVATORY DATE CRIP71oN • DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 I 7m SDL11011 l2m% -AM LOCAL. AND STATE CODE$ -OCCUPANCY - RESIDENTIAL, GROUP R3 :OCCUPANCY TYPE - VB n' MIN. INTERIOR FINISH - CLASS B -BASIC LAND SPEED - Vult=160MPH VSSd=124 MPH :WOSURE - C 1-STORY RESIDENCE - -2-STORY RESIDENCE - YAX. HEIGHT AS PER LOCAL AND SPATE CODES A/C ALT. AMP. BD. CL CAB. CLG. CLR. CONC. CPT. C.T. D. DBL. D.O. DIA. DIM. DISP. DP. DR. D.S. DTL. AIR CONDITIONING LUM. DJUSTABLE C. ALTERNATE M AMPERAGE MIN. BOARD M.T. CENTERLINE MTL. CABINET' MTL CEILING'N.T.S. CLEAR O.c. CONCRETE PL CARPS PH. CERAMIC TILE PH. DRYER PLT. DOUBLEDouePLYWD. DUAL GLAZED PR. DIAMETER P.T. DIMENSION R. DISPOSAL.. RAG DEEP R.A.G. DOOR REF. DOWNSPOUT W. DETAIL R.O. LUMINOUS ICINE MANUFACTURER MINIMUM MEIALTHRESHOLD MOUNTED METAL NOT TO SCALE ONCENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSIIRETREATED RISER RADIUS RETURN AIR GRILL REFRIOERATOR ROOM ROUGH OPENING o6nan 2-STORY CMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION ��� DID BET ISSUED PG Cl-COVER SHEET PG GN-GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS & DETAILS PG A2-SECOND FIOQR PLAN PG ASH -FRONT &REAR ELEVATIONS "H" PG A4H-LEFT & RIGHT ELEVATIONS "H" PG EI-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN O2A3A6 ADDED ELEV. 'J' 4 V IATW SIDING PER MAW, BOLES 01/20/IB BID SET RE•ISBUED 04AW FOOTING REVISIONS PER M. BOLES MAW I -JOISTS NCAIiPORATED INTO MASTER PLAN 06/Kg6Tg7IO.i DOCLP'ETITS RE•IfEUED 06AVI5 ADDED VALLEY FRAMMG DETAIL, UPDATEp BOLLARD DETAIL 01126A5 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 612A 0246A8 PLAN MAINTENANCE STATE OF FLORIDA SQ.FT. COLD. S 03Q�119 REVISED LINTEL SUE AT FRONT ENTRY DOOR 01/t6A3 WDATED LEDGER BOLT SUE i SPACING. PROFESSIONAL ARCHITECT: BT FLR LIVING 1,104 SO. FT. D.W. DISHWASHER S.C. SOIIDCOREEXI DR REVISED I -JOIST LAYOUT PG DI -DETAILS ADDED LED LIGHTS TO K TC4EN 4 I ATHROOMB PER MAR, BUSES ROLAND A. ABOUCHACRA No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 ( )TOP Fax: 407 774-4078 2ND FLR LIVING 1�1 8Q. FT. TOTAL LIVING 2)605 SCL. FT. GARAfaE 431 Sa FT PORCH ELEVATION 14' III SCL FT. TOTAL ELEVATION 14' 3,153 Sa FT. MAID' FATIO W SCL FT. EA. ELEV. EQ. EXH. EXT. F.G./FX. F.G. FM FLR. FLUOR. FR. DR. FTC GA. OAR. DISP. G.F f. GL. EACH S.D. ELEVATION S.R EQUAL SHT. EXHAUST SHTHG. EXTERIOR SHWR. FIXEDGLASS SLM. FUEL GAS SL FINISH SI, OL FLOOR S'ID. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP. GAUGE THE. GARBAGE DISPOSAL T.O.C. GROUND-FAULT N E RUPP ER T CIRCUIT T.O.S. GLASS TYP. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHMG SHOWER SIMIIAIt SLIDING SLIDINGGIASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB PLATE TOP Top OF SLAB TYPICAL PG D2—DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL [dSTLNG PG WAi-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS r/23A-i ADDED STONE OPTION TO ELEVATIONS'G','N','J' / TC'AR Lt3NaER eDLt SPACING REVISED ADDED OPT. W-0' CEILING WEIGHTS REPLACE UBP CONECTORS UATW SI'IPSON CONNECTORS 03/0WO REVISED DETAIL ON SWEET 02 OPT. W-O' CLG. NOT. 05/IVlO REVISED STAIRCASE AND STAIR SECTION DETAIL OVMI 2020 FOC UPDATE 03/03/!1 ApDEDSOFFITDETAILS STRUCTURAL SHEET DESCRIPTION GYP. BD. GYPSUM BOARD U N.O IT IT SEBII H.C. HOLLOW CORE V.P. IT R. HEADER W. HOT. OR ITT HEIGHT W/ INSUL. INSULATION WD. MT. INTERIOR WDW. W/H W.I. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON 0310541 ADD FLAT FEADER * T-6' AA'. (B'-O' C1.G ONLY) PG SI-FOUNDATION PLAN PG SI.lA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FIAOR LIFT BEAM PLAN AND NOTES PG 32.1A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. M*/21 ADDED 20' FOOTER OPTION IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG 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 BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG SS.lA-SAFE LOAD TABLES PG Se -ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG 3N1-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI -SOFFIT DETAILS %ONSTRUCTION BASED ON THE DRAWING SET. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA 8: 0003325 I° s� aunDiv. ae LOT: ABBOTT PARK LOT #27 BLK. #12 PLROJELCTN 0418 . 0-27121 16mD 4EHB "2605-HAYDEN" GAIRAGL' BV►ING: LEFT PAGLL: COVER SHEET 160 MPH EXP. C GENEM NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE MATH 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 (2D20) 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 UNTILPERMANENT 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGEDOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPUER 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 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.25 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 611E WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKF ILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 959/oMAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012E1. THE BUILDING SITE SHALL BE 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) B. EXCAVATIONS TO BE A MINIMUM OF 3-0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 8- WALL CONSTRUCTION AND TYPICAL NAIUNG SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MINIMUM AREA SHALL BE8FT .SQ. PLUMBRIfi 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 25 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P30052. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FMONES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, e 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,1Q' 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 & ASTWC1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-19aAND R703.7. TARE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CELIM 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFrtS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeskgngroup.com AA #: 0003325 w �S o 611LJaDIV. 416 LOT: ABBOTT PARK LOT #27 BLK. #12 POWJWTLP 4 81. 00-2712 MODEL: 4EHB "2605- HAYDEN" GARAGE SVF MG: LEFT PAOS» GENERAL NOTES 160 MPH . C 23 DATM 9/21/21 BC,UX.- 1/4"=1'-0" OHIO= GN c o a�Dfels OFEw am 101E ww"Nova PEMNlt WTIFE FOOTA0 MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA SG.D. MIN. 41 5 34/-43 CRITERIA I6010 O.W.D. 112 5 3LO/-34b 12'xl2' SOFFIT I 5 313/-4'.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = 3 0.18 BLDG. CAT.=II, EXP.-C, MEAN ROOF HT. - 22'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. omm MT80y0" FIRST FLOOR PLAN SCALE: 114' - 1'-0' NOTE, -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENNGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE t ITS ATTIC AREA BY NOT LESS THAN Ni'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN'CI5.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 C1TH EDJ 302.1 SQ.FT. CAM'S IST RR LIVIN^s 1,104 Sa FT. 2ND FLR LIVING 1,501 SQ. FT. TOTAL LIVING 2005 SQ. FT. GARAGE 431 SQ.FT. POW-W ELEVATION'N' 111 SQ. FT. TOTAL ELEVATION N' 3,153 SOL FT. S'xff PATIO SO SO. FT. MASONRY/FRAME WALL LEGEND S'-0® L UNA ON PLANS BRG. HST. VARIES 8' BLOCK WALL UNA ON PLANS 1T-4' BRG. INTERIOR ® LOAD BRG.WALL UN,O. ON PLANS 4' INTO NON LOAD BRG. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-S' UNLESS NOTED OTHERWISE IE1 • r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407.774.4078 W Ww.ebdmkgngroup.wm AA 8: 0003325 ra s� o stmDly. ee LOT: ABBOTT PARK LOT #27 BLK. #12 PRoa=T# 04 8 0 0-27121 MODau 4EHB "2605— HAYDENn GAJtAGE DVaNO: LEFT PAGE: FIRST FLOOR PLAN %160 W EXP C DArE-- 9/21/21 scA=: 1/4"=1'-0" >sinwr Al ♦- C P.4�* DMIL TOP PLATE 9 m BAR DETAIL A SCALE:Ia'-I'-C' a 42, ww HALP WALL W/ OAP LAU N . a/4' TKa PLODR GLIED � BCRELLED PER FASTENER SCHEDILE NDrM SRISERS TO CONFORM TO FBCR TTH EDITION (2020) MN "MAD -NO' MAX MORO A/4• SAS' MAX VARIATION N RISEIlS/I1WADS ADJACENT TO EACH OTHER &W MAX VARIATION N ANT ItlSER/1RlAD HANDRAIL GIRgr. CROSS SECTION DLL TO BE 1 VW a114' OR PROVIDE EOJIVALENT dRASPABILTTY WADERS- MN. 6- WOE . NAmww END MIN II' WIDTH • C' PROM NARROW END 3%4' MIN. HANDRAIL 1,6T. 4SVCLOSED ACCESSIBLE SPACE WDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOTITS PROTECTED ON TW ENCLOSED SIDE WITH 102' dYPSUM BOARDS. FSCR NMI. (2) LAYERS OF 1/4' PLYWOOD OR (2) LAYERS OF 1/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAIL W 1 TREADS TO 6TRN5M A H U 3' SCOWAS • EA ER WT4iRADED SHAW END BEYOND THICIO S" -PLODR SHEATHAG r9TEm J E IFLOO l3 NOR. (STEM fSEE FLOOR lAMNd SHEET) KICKSTAIR DATA:TE I'MAX.tf—At \ 'k 5-2.12 SYP STRINGER REN\� PORCED UV2X4 SPP \ W/CONT. BEAD OF \: SUB -FLOOR ADFESIVEO0 PL-4OR SIMILARE • EA HORIZONTAL RUN 2 X 4 RE-RF R:AG • EA 2 x Q STRAdER SECURE U Ed W-S' OC. B STAIR SECTION SCALE: IR'•I'-0' 42' H. 1/2 \ \ WALL W/ CAP 2X4 ATTACHED W/IOd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WTHN S' OF EACM END, 32' OC. MAX 1 1/2' MIN_ HANDRAIL • 36' UV 2X4 RE-W-MlNG THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.82 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 144 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND �J A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4. EDGES o 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 1601.8.E / F.B.C. 2020 HANDRAIL SECTION CSCALE: 3/4'.I'-m' HDR. DTL. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS v �_ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407-774-4078 www.sbdesigngroup.00m AA #: 0003325 W 31 m S o E u IC o bunDIV. & LOT'. ABBOTT PARK LOT #27 BLK. #12 PR0"XIT# 04181.000-271 1 Moaald 4EHB "2605- HAYDEN" GARAOR DWINd: LEFT PAGZ- FLOOR PLAN SECTIONS & DETAILS 160 MPH EXP. C 25'-4' BLDG. W.T.10 IT'-4' 2ND FLR, _ ERG. HGT. WAND \ 9'-4 3/4' 2ND FIN. FLR B'-0' CLG. OPT. COACH LIGHT I'1'-4' 2ND FLR, _ BRG. 1NGT. S'-4 3/4' 2ND FLR 00 __ G. NCaT. S'-0' G. HGT.,, FIN. FLVCL=_ 0'-0' FIN. FLR., FRONT ELEVATION ALE. 1/4 • I'-0' TEXTURED FINISH REAR ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH /-FYPON li'X48' DEC.ORATIVE SHUTTER OR EQUIVALENT BRG '-4' 2NFL - _D R DKTIIXII OR EQUIVALENT i RAISED I BAND (TYPJ _ V-4 3/4' 2ND FIN. FLR -0' ERG. W.T. ENTRY I TMP• 4' RAISED I ELAND (TYPJ 0' RAISED I BAND (TYPJ I _ Il'4' 2ND FLR. L7 NGT. I I I I I I i I 9'-4 3/4' 2ND FLR r N. FLRG. I-IGT. r-- I t TYP. L — - gym' - REAOFATIC = ISM SQ. FT. NET FREE VENTILATION AREARECWIRED = 1/3W REOUIREOVENTILATION AREA = 15M/300 = 5.25 VENTILATION AREA X SCL INCHES PER Fr. (244) = 7ELR SCL IN. MN. REQUIRED VENTILATION S X 7SU IN UPPER PORn0N OFATTIC - 38a4 SCL IN. OFF RIDGE VENTILATION AREA 115 SCL IN. PER VENT 3ffi4/115 AIe OF VENTS REQUIRED 130M ALe OF VENTS PROVIDED 4 AREA OFATTIC IS THE PERINiTEROF THE HOUSE, U3ETHE OVERHANG DREROROFWALLTO E7(TENOROFWA NO OVERHANGS INCLUDED V2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY--\ 47M' GALV. 'L'-TYPE PLASNNG SET N ROOPNG CEMENT FIDERSLASS SHWILES IWIlDERLAYM ENT AS PER POOR SSIS.LL ROOF SHF.ATHM THIOOJESS AS PER SHEET 8NL SECURED PER FASTENER BC 4BOULE SeTeON LOU-7� RFD PK FLR (PER ELEVJ.L\ 2x6 SYP RAFTERS OR PRE-ENC•b TRUSS— ROOF ELOPE PEJ�% ELEVATION MN.'VIS' Oft SHEATHING GUSSET TO SHE SECURED TO 2Xi MEMBERS UV Sd NAILS Y OC. • PERe'ETER— OPlP6ON L L*-2* W1 (4) I0d'4 TO LEDGER AND (2) Imd'4 TO 2x6 JOST NQN 1/2'xV THREADED ROD 32' Or- 4 UPHN W OF EACH END MAX SET N SeTaON HIGH OTRANST14 IMPDXY EACH END MAX SET N SPIPSCN HIGH STREFC•TH EXPDXY S' MN stimm CHANNEL FOR SOFFIT OVERHANG DETAIL A scaLE: IQ • r-m• ENGINEERED WOOD TRUSSES 74. OL. SUBMIT SHOP DRAWINGS SEALED SY PROFESSIONAL ENGINEER FOR RENEW e AND COMFRNTS P'LYUIOOD SHEATHING SEE STRUCTURAL 2ND FLR DRG. 1GT. ROOPNG AND FLASHING IW DRIPS �-" S� HMO MIDIdN EDGE PER MIlR WARRANTEE REQ I 64TG URAP FASCIA WITH BREAK METAL � E'W f�Y Ix1. 2x1 WOOD FASCIA SEE \ I- STRICTL RAL POR PJYSTENERS Y.J ll.. VENTED SOFFIT PER ATTIC CALC'S N' THICK 2 COAT CET'ESIT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TW PER ELEVATIONS 2ND RR WINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE:IR I. -IV. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-774.4078 www.abdmigngroup.com AA 8: 0003325 47 W c Ia ATM 9/21/21 CJ1►LM 1/4"=1'-0" mmmv A3H Il'-4' 2ND FLR _ BRG. HGT. - - - - - V-4 3/4' 2ND FLR ,. FIN. FLR 8'-0" CLG. HGT. io 0'-0' FIN. FLR-$ FRAME FOR FTI 5KTIIXI- EQUIVA Il'-4' 2NI BR T-4 3/4' 2N. FIN. FLR/BR< e'-0' Bra 0 0'-0' FI' LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH - RIGHT ELEVATION SCALE: V4 . F-0' TEXTURED FINISH Il'-4' 2ND FLR BRG. HGT. 9'-4 3/4"ND 2FLR 4 FIN. FLR 8'-0' BRG. HGT. • ENTRY o&-O' FIN. FLR 0I1'-44 2ND FLR. BT. — ,,9'-4 3/4' 2ND FLR FINFIN. FLR/BMHHGT. AB— 0 0'—� 0' FIN. FLR 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 wwwsbde61=up.com AA A' 0003326 ' 31G 4 a SvsDIV. a LOT: ABBOTT PARK LOT #27 BLK. # 12 PROJECT* 04181.000-27121 MODEL: 4EHB "2605—HAYDEN" GARAGE STIMG. LEFT PAGE: RIGHT & LEFT ELEVATIONS "H" 160 MPH E . C DATE, 9/21/21 SCALE: 1/4"=1'-0" SHEET A4H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES M&V OUTLET 20 AMP ►bk" POLE IDV OUTLET IIDV OUTLET OF au�ET RRlD T4 SIReNO a T 6rl IIDV OUTLET EO 1 EDNVPT "'°1°a' PAUL NTWAliff YM) REUSTawr TYPE, a@ 220V OUTLET (4) WRE CONNECTION I ENT. WAnR•RDa GROI►D FALL T I am ET WNPIN/TEI! HITCH OUTC 4 3-WAY OPlR �4 SWITCH 4-RAY OKR F-O WALL rboLmmD LOW CEILING LIGHT © LED CLG LIGHT LID VAPOR O„ P FROOF LIGHT @ VP VAPOR FROM LIGHT Op NIMMOED CAN eYOR. FAN I t2M PER Sta Fr. vwr. FAN RN.IINT I CPn PER Ifl FT. Y Fames rePne'► teD er R r1acE�NED) AROND T 2-GILD RIRAP • LeC� r AROUN D 2' PLUOREIGENT WKWRESOINT 4TRNGK LIGW 0 PANEL METER OS.D. erNGKe DEneroR E►uErJNmm WALL MOUNIM aATT. MC&J P smom DETECTOR EEJ'JSI!KHdlK ® 6�D N101Q DETECTOR ampa G01'7p NAEWIEI NIER-CONNOTED SMyL N A DaTAI.6 OP NOT LE►► THEN 4- PROM u)41 PIMANT LOW Lp� NAT R GY ► TELO•ICNE JACK W4 WATERNYTER DBeGNIrcr Ta =v��y'.y'�=Q AIR COIDRIOIING �, A4E1 DRCO►ECT T F� TMZI*IM JACK OELNG SOX O J•80X TO of MACCOP0ANCE WD N SOX KNOUR)A S S C1 MARGED .4► RICH FOR EON CELN1 PNNA.IGHT TORE NPFORTLD N AO E PARKED W40 Ab SUO P N FOR PAPECTION Am4 24• INWAD/►CENT LIGHT ►TRIP Dnnnnn 3►' NCAIOEkONT LOW ►TRIP nnnnnnnn 4►•NCANDS►COR LIGW ►TRIP FLOOD LtlNT KF OPT. SECURITY IWTAD • P'A MOM -BUTTON FOR CWEm Una PORT • LOCATION OP TV JACK& 4 PWONE OUTLEn r PANG TO aE VERIFIED • HOMEOWER PRE•C"7161CTION PEETNG. • ALL S N 20 AMP BRANCH CIRCUITS TO W MC PAILT PROTECTED PER ELECTRICAL PROVISION! CF MM TTY EDITION l282E] ! N[G 2M)2 2En EDTION. • 20 AMP OEDICATIO LAUNDRY GYRCUT. • GPI • ISLAND rNOT ON IOTCNEN CSKd1R) • DINEANNER ONICONfGT TO EE LOCKOUT N PANEL • OATWM=M EXHYOT FAN TO NAVE MRL CAPACITY OF em OM NTERMTMENT PEE ELECTRICAL PROVN ** OF SECTION MEOIJI FREE TTN ®RION (2E2E1 • LAUNDRY ROOM ATD DIMSASIER RECEPTACLE SHALL EE dJWUD FAULT CM CUR-NTERBIPtER PROTECTION FOR PERSONNEL ON PEEDCRS • WRNS METHOD SHALL ISE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F#G lTN IU /2®EI • ALL WORK TO COMPLY WTH ELECTRICAL P MDVINOb OF INS MICR i7N ED f2E2E1 •in Fief OP LIGHTING MUST aE ENERSY BFC0TYPE PER �IGIbIGY)T07E. IU1 EDRow 124E4J FIELD VERIFY LOC. IRRIGATION OUTLET E 481 AFF. F'RE-WIRED CLG FAN BDRK 112 BATH#2 BOLLARD, AS REQ. PER ELM CODE DOOR I I KEYLESS FIXTURE ll GPI @P GARAGE DOOR �� ��pp �� // 'REWIRE G RAGE PAM — — — — — — — — — - I 64 gM RROVIONM PRE -WIRED - - C -G FAN I GFI I TO 2ND FL\ SWITCH II � I SWITCH CADINET I I I I OUTLET ',FOR DWI 33 / GFI PAN. GPI . aa• � I AFF. S/CO GFI ----- iREFREP ; r ! III \ III , Fm III � III (.'� •,J rpoyEt \III F'RE-WIRED CLG FAN � III - - - - - - - - - - - - - - - LIGHT FOR VENT OR MICRO 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES. A. ELECTRCAL MATERIALS AND INSTALLATIONS SHALL CDM SR I COMPLY UNT14 ELECTRICAL PRDYWOffi OF THE FOCR ITN FORM ` _- LOCAL fA COMPANY R0'EN DE6, AND ALL LOCAL POUER - - - - - - - - - - - - - - - - O. ALL CONDUCTORS &NNALL OR TYPE THWNRNW ULE86 NOTED OTNERWSE. FIRST FLOOR ELECTRICAL PLAN SCALE: 114' • 1'-0' i I I L I —__------- LED LIGHTING @ SINGLE LAV. BATH -1 POW:R COMA TRANSFORMER GRADE PROVIDE Om AMP, 120414111) VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. F'RTADE 3 9 COPPER (CU) N I.N" DNA WAWJDU E 80 PVC CONDUITPROVIDE OR 3 '7/m ALUMINUM (AL) N 2" Du 6CNEOLE Sm P-VC CONDUIT UNLESS SERVICE E PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UTN THE ELECTRIC COMPANY PRIOR To DID. FMROADE 3RA8 CU. T42W • 1% CU N 2' CONDUIT OR 3 V/m AL. THUM • F& CU N 2'CONDUIT OR 2/0 AL 62JL (CONDUIT TO TERMINATE ADOvE SOFFIT • ovERNAN6) COMBINATION SERVICE Eo AMP DISCONNECT SWITCH AND nmaam vc M ELECTRIC FETTER IN I Fir 1lMA 3R ENDLOSU RE MLO PANEL 001/!P —' TELERNOW IEIlVICE CYLE TELEVRION tNTRANCE MRVIl ENTRANCE EauPPENr EOUIRpJT INTERSYSTEM EIONDMG TERMINAL Ai LOW VOLTAGE CONNECTIONS 1 •4 CU NMICE GROUND CONNECTED TO T:ONCREn ENCASED POOTER STEEL PER ELECTRICAL FROVRIIONS OF THE POC1R IN EDITION rae2eJ 6/e^ DIA X 6 PT LONG COPPER CLAD GROUND, ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.abdmkgngroup.wm AA #: 0003325 r s� 0 aunDiv. at IJOT: ABBOTT PARK LOT #27 BLK. #12 PROJECT# 04181.000-27121 HODZIs 4EHB "2605- HAYDEN" GARAGE awDTOJ LEFT PAGE FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C 1 AA Des M 9/21/21 aCA=: 1/7=1'-0" aI'IEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e ISSV OUTLET m AMP SMA rots IIOV OUTLET SUDV OUTLET V) CP OUTLET UNR® TO SKTON GPI IIOV OUTLET SmPfD WATe c FAUL NIOUrtER (TAMMR 220V OUTLET (4) UM C4K%WT10N rtJ- GPI ENT. WTISlR2G! OUM1R domm FAULT MTLISfF9{R SWITCH SWITCNI !-WAY OPER SWTCH 4-WAY OPER 1_ii T� WALL 1'ILiNTCD LAWT CEILINS LOW © LED CLG LIGHT LED VAPOR ©Np POMP LIWT O vp VAPOR PROOF LISM ORECEMED CAN e~. FAN Ian PeR SG PT. YLU. PAN IWLION:T I CM PER M R. 11--F/TIT�j- VAMrY LOW RXn1R/ rePOUL Teo Or K.uo 2-IISLIS WRAP ® aReaw (I@LCE�SSEDJ 2-13ILIS RRM L ARCU D IeIJRPIGE MN7J 7' PUJIOIeilCISNT 4' FLUORESCENT p �--n--�--Rr 30 4'TRKX LIWT PANEL own MEreR • SD. aFloKe DETeerae uE.tfosou� n� w I LLMLL MpNTED malL NWIL-1w I siam OfmTOR 11L� ® SRO CAPISM MONM MOIR WifCTOR Ca ISO NTCR-t%!►ICTCD SMALL M A DISTANCE OF NOT LESS ?MSN 4' FROM MALL PENDANT LIWT IJ� NATURAL GY CuRill ► TELEPNaE,-40c WTR NEATER SE DleeoISaer Aft C4X4)trMM am Aajnm TELEVISION JACK Ns OODt RTE O J-Eat 70 I x ro eIIPPORTeo N ACCORDNNCE WI ISOk MARKED Ae SUCH FOR OfLM CELMO FANILISMT TO M IUPPOR/ED M YV EOk K40MOA S G MARLED AS eueM FOR ppp 24• HT eTRISP LGwr ksr p nnnnnn 36,NcATOE(xHr LOW STRIP nnnnnnnn - LISNT etRSP PLOOD LOW OPT. IO2'PADAD Pd PUNT-EUTTON FOR CNNGe IISIS PORT LOCATION OF TV JACKS 4 PNaa OUTLETS 4 PANS TO M VERFlED • NOMOIAER PRE-(:ONSTRUCTICN HMTING • ALL 0 4 20 AMP DRANCM CWMITS TO M AMC FAULT PROTECTED PER ELBCTRrALid PROVOM" OF m TTY EDITION r2020) 4 NEC 20JIp20n EDITIOL • 20 AMP DEDICATED LAUNDRY CIRCUIT. • ON • H LAND (NOT ON KITCHEN CIRCUIT) • DMHWWER OWiO0P 1[CT TO M LOOKOUT N PANEL • ISATHRWM f)(MAOST PAN TO HAVE MN, CAPACITY OF SO CR I NT10"TTENT PER ELECTRICAL PROVISIONS OF SECTION MISOU m�.ED1 01 • LAUNDRY ROOT AND DISMOAS ER IQLZPTACLE SMALL M d#W ND FAULT ORCtfT-NTEIltlPRfR PROTECTION FOR PERSONNEL ON PEEPERS • URMS MTHOO SMALL 0E NON METALLIC CABLE PER ELEOTRCAL FIROASIONS OF ONGS14 JBX09M • ALLALL WOW TO CO'!LY WTN ELECTRICAL MWVUMGNS OF THE BIG R fD (2020L • TM Q L154fTING MIST M ENl�r BFICIdT TYPE PER ERIGBICY) 2020. Te. EDITIOt1 Rmg L------------------------I SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' • V-®' ggl' LED LIGHTING ® DOUBLE LAV. OATH -I LED LIGHTING ® DOUBLE LAV. BATH 3 •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 ww Abdesigngroup.00m AA #: 0003325 q qLa O C aulmly. at L01`. ABBOTT PARK LOT #27 BLK. #12 PROJECTfp 4181.0 0- 7121 MODEL: 4EHB "2605- HAYDEN" OAKAOE 8WMKO: LEFT PACE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP C 1 SCALE: 1/4"=1'-0" 1 E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • I'-m' L------------------------J SECOND FLOOR PLUMBING PLAN SCALE, 1/4 • V-®' LAV MAIN PLUMBING RISER 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.eom AA 8:0003325 h 0 7aVSDIV do Lol• ABBOTT PARK LOT #27 BLK. #12 Pvto"=T# 04 81.000-27121 MODEL: 4EHB "2605-HAYDEN" GARAGE BVnNO: LEFT PAGE: PLUMBING PLANS 160 MPH MA C P 23 lPLAOX NO owm , D.T. 9/21/21 scALE: 1/4"=1'-0" EHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS PAID s MASTIC. AND NBTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 10 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CWR14EY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO POO 1TH EDITION (2020) MECHANICAL CODE 603.1 1. 15ATWMDCMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBI 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS 844ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) •8XI I/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE- MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE 6CORIATED NICKEL BRONZE FL. PL. BRAGS PLUG FN. FLOOR OR WALL t—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN ) iv ATTIC CEILIN� PLENUM___� AIR SUPPLY ---- AIR HANDLER EVAP. TRAY PLATFORM LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR Q THERMOSTAT m PASS-THRU AIR GRILL NOTE= ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID 1 REFRIGERANT LINES 1 EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1T14 EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SPEC. 1'-6'X6' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (g)EXT. GROUND CLEAN -OUT (TYPN ) Th FIRST FLOOR MECHANICAL PLAN SCALE 1/4 . P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesl8n8roup.com AA 8:0003325 q b O b sumrv. ac LOT: ABBOTT PARK LOT #27 BLK. #12 Pnon=T* 041 .000-271 1 xoasr2 4EHB "2605- HAYDEN" GARAGE BWDF <: LEFT PADS: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C NO9 %g F,PJ DAM 9/21/21 scArs:1/4'=1'-0" 8*1EXT M1 � i L- - - - - - - - - - - - - - - - - - - - - - - - SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 " I'-0' I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdostgngroup.com AA #: 0003325 s� gs 4 NJ avaniv ee LOT: ABBOTT PARK LOT #27 BLK. #12 Px0JECT# 04181.000-27 21 MODEL: 4EHB "2605-HAYDEN" GARAGE SWUM: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. \.M NO 93723 J Dw� 9/21/21 SCALE: 1/4"=1'-O" sHEET M2 2X4 TOP PLATE PRE-FAB TRUSS VY CLG BOARD 1/2' DRYWALL T• 1 SECURE ST. — PLATE TO SLAB UY Wd MASONRY NAIL • 32' Or — MAX FIN. FLR 2X4 WOOD STUDS 024' O.G. TIONS SUPPORTING HUNG PLUMBING MS AND WALL LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' OjC. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL NON—BRG. D 1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR WS.U. ROOF SHEATHING THICKNESS AS PER SHEET ON]' SECURED PER FASTENER SCHEDULE p/B' GYPSUM B! OR 1/2' HIGH STRENGTH CLG. BOARD V DIA SLEEVE, DO NOT CUT RIBA PiFE BOND BEAM NOT QJT SOLID awzL T THE BOLD W/ (D- % _ BEAM (2) COURSE REBARS 2A PIPE THROUGH BOND BEAM GALE, N4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR W5.1.1. ROOF SHEATHING THIC10688 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE' TRU88 SEE ENERGY CODE FORMS PO \-INSULATION R-VALUES PRE' TRUE REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE I, m, PER ELEVATION 2x FASCIA PER TYP 2x FASCIA PER ELEVATIONS OH. ELEVATIONS VENTED SOFFIT R-4.1 NSULATIC 4 VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I /—RENCE 81 Ix2 P.T. 702VOi NG STRIPSG. I!!' THICK, 2 COAT PORTLAND IR' THICK, 2 COAT PORTLAND B' cm CEMENT PLASTER APPLIED CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY DIRECTLY TO MASONRY WOOD BABE �\ 0'-0' FIN. FLR j _ � 1 a. L 4. n W/ WINDOW OPENING n 0'-O' FN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1609.5.1. B TYP. WALL SECTION NO OPENING NOTE: 5 METHOD TO BE USED FOR THE 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE. 3/4'-I'-o' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4S69 TYPE III OR TYPE IV UNDERLAYMENT. Aw OPAL I / nc 6aN row eA► cPs •ati warn uLo W= ur 2B GAS LINE THRU BLOCK sea , —r. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TPZM WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK. 2 COAT-J-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FN. FLR,jh IF e' Gra.l 1. ♦ � � 4���A I •!40A�iTiAO!O�T4TiTi�Oi: AFPPaG:`OVOWNAD POOR ATRPVAL Irel.. VSRTr., 11U1CJR wr OAlIM 3 GARAGE DOOR JAMBS D1 SCALE: FIBERGLASS SHINGLES 2X4 SPF 24' oz. MAX. WITH LNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. • EA. END ROOF SHEATHING 2x BLOCKNG BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SECURED PER FASTENER SCHEDULE 7 STIUPRIGHTS FPSACK AT ALL UPRHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE POE -ENG U1O. TRUSS � 2x FASCIA PER ELEVATIONS PER ELEVATION / VENTED SOFFIT CONT. 2x RAT RUN SECURED PER / STRUCTURAL DETAILS J/ WALL SHEATHNG SEE ENERGY CODE FORMS POR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOAR PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHIENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OG. 1/2' GYP. IlL. BD. i--- S' CMU WOOD BASE J 0'"0' FIN. FLR a .. .. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ° a 4 ITH EDITION, SECTION R301.13 . AND 16095.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: 6 1—STORY GABLE BLOCK WALL METHOD BE USED FOR THE INSTALLATION OF ROOF D1 SCALE: 3/4'-I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04969 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngmup.com AA R: 0003325 O W s� t A o sum a Loa. ABBOTT PARK LOT #27 BLK. # 12 PROJOCTIP 0418 .000-271 1 MODRI . 4EHB "2605—HAYDEN" OARAOX STaNG: LEFT PACE: DETAILS 160 MPH EXP, C 3 DRnff AA 9/21/21 SCALE: 1/4"=1' -0" s*mc= D1 ra5m FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9M.U. AS PER POOR 9QY5.IJ. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNL SECURED SHEET ON). SECURED 1441 N. RONALD REAGAN BLVD. PER FASTENER PER FASTENER LONGWOOD, FL 32750 SCHEDULE SCHEDULE PH: 407-774-6078 FAX: 407.7744078 PRE -ENO WD. TRU PER PRE-ENG LLD. T pER www.ebdesigngmup.com 24' O.C. MAX. LEVATION 24. OU:. MAX � LEA VATION METAL DRIP EDGE AA #: 0003325 METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED IO.W. I 5/S' GYPSUM BOARD ELEVATIONS IOW. —OR*1/2' 5/8' GYPSUM BOARD 80FFIT TYP. HIGH STRENGTH TYP OR V2' 4U4.14 STRENGTH CLG BOARD VENTED CLG.BOARD bt2 FIRE -STOP SOFFIT IX2 FIRE -STOP INFERENCE STRUCTURAL R-4.1INSUL. REFERENCE -4.1INSUL. a STRUCTURAL 6 W m W W WINDOW ATTACHMENT w AS PER E MANUFACTURES SPECIFICATIONS m 4 O oCSY¢ �CEOQ RENCE STRUCTURAL 3/4' T A G SUBFLOOR 3/4' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING U2' THICK, 2 COAT F'OIETLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DO FIRE -STOP OC F_ w > u> w w GLUED AND NAILED 1/2' THICK, 2 COAT AB PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO R MASONRY LEVATION Df2 FIRE -STOP °� p wQ a W w SCHEDULE R LEVATION N � E k 7 SEE STRUCTURAL SEE STRUCTURAL--------'- R LEVATION R LEVATION S/S' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. OR 1/2' HKd-1 STRENGTH BOARD I CLG.BOARD -- IX2 FIRE -STOP — E 'fULEVATION DC2 FIRE -STOP R-4.1 INSUL. R•4.1INSUL. ( I w J w J W W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2THICK, 2 COATS PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED bci P.T. FURRBJG PLASTER APPLIED IX2 P.T. FURRING DIRECTLY TO STRIPE • 24' O.G. DIRECTLY TO STRIPS a 24' OG. MASONRY e' CMU MASONRY B' CMU I/2, GYP. WL. BD. 1/2, GYP. WL. W. OUNDIR & LOT.il ABBOTT PARK LOT #27 BLK. #12 PROJl7cTp 04181.000-27121 MODZlt 4EHB "2605- HAYDEN" GARAGE swsNG: LEFT PAGE: DETAILS 160 MPH EXP. C WOOD BASE IX2 FIRE -STOP WOOD BABE T IX2 FIRE -STOP e. a. . 4 NO som n W/ WINDOW OPENING WITHOUT WINDOW OPENING WDff DATE. 9/21/21 2-STORY FIRST FLOOR BLOCK scA=:1/4•=1'-0" SECOND FLOOR BLOCK SHEET SCALE, 3/4'.I'-V' D 2 2XX66 P.T. • CENTER OF DOOR HEADER SECURED UV N N' X V J-DOLT W W MN EMBEDMENT UV 2. X 2' X VW WA61ER 4 NIT OR UY 172) 1/2' X S' ANCHOR DOLTS M UY 4' N EMBEDMENT W/ 2' X 2' X VS' UIASER 4 NUT— ® I/4' TAPCO146 1 1!J' EMBED, i' OC, 4' END DIET, 1 V2' EDGE DIST. 2X6 GARAM DOOR 69C MD UV (5) V2' X V J-BOLT OR ANCHOR BOLTS, UY W MN EMBEDMENT, UV 2' X 2' X VS• WASTER 4 NUT. (U WITHIN i' OF TOP. (U WITHIN V OF THE BTM, is (3) EVENLY SPACED. ®I Imr NOTEA ALL ANc"oN4b e"Au I3c N ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS WENS SUCH INSTRUCTIONS ARE MORE STRNSENT GARAGE DOOR BUCK ATTACHMENT 4GLL6 N'.Pi' 2X4. m SECURE TO BLOCK UY 3/I6 TAPCON6 MN SHANK SIZE J4S MN FEAR SIZE A" MN EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 N' O.C. MAX SPACINGa 2X4, 0111 SECURE TO BLOCK WW*'TAPCON6 MN SHANK SIZE .HS MN. HEAD SIZE 300 MN EMBEDMENT 1 1,141) WITHIN V OF EACH END 4 IS' OC. MAX SPACR.1's. 2X4, US SECURE TO BLOCK UV 1/4M TAFV" (MN SHANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN 0' OF EACH CND 4 W OC. MAX SPACING. ZX6, ® 2X6, ® 2X6, cm 6ECJRE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK kUN2) V16' TAPCONS WK2) WW' TAPO" WX2) V4' TAPCON& (MN (MN SHANK SIZE .145 (MIN. SHANK SIZE )45 SIAK SIZE .145 MN MN HEAD SIZE 30O MIN. WRAP SIZE 300 HEAD SIZE 300 MN S' cm MN EMBEDMENT 1 1,149 MIN. EMBEDMENT I V49 EMBEDMENT I V4.1 WITHIN i' OF EACH END i' CI'1J WITHIN V OF EACH END cm GMl UUTHN i' OF EACH END V2' ORTWALL 4 W =MAX SPACINCv 4 W 04. MAX SPACW. 40, 4. MAX SPACING. i' GTL 1,14 P.T. OR S/4'X4' MR 112' DRYWALL V2' DRYWALL In' DRYWALL SECURE THRU FRAME 4 I'X4' ZX& ® 2XM ® 2XS, EXTEND 1- 1/4' INTO ❑ P.T. NAILER 6ECURE TO BLOCK 1'X4' SECURE TO BLOCK 1'X. SECURE TO BLOCK I'X4' BLOCK YY 3/l6' WR2) W*' TAPCONG P.T. NAILER UW2) 3K' TAPO" P.T. NAILER WK2)1/4' TAPCON6 P.T. NAILER TAPCONS DOOR CASING (MN GHAIK SIZE J45 1/16. Ob9. X 4' MN (MN SHANK SIZE J48 DOOR CAGING (MN 6NAN K SIZE )48 (MN SHANK SIZE .HS MN HEAD 612M 300 MN HEAD SIZE 300 MN HEAD SIZE E. 1/16' ODD. X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 I/4') POOR CASING: MN EMBEDMENT 1 1/4') MN EMBEDMENT MN EMBEDMENT 1-V4M,Uk WITHIN V OF EACH END WITHIN V OP EACH END WITHIN &' OF EACH END DOOR CABINIG WTHN V OF EACH END DOOR JAMB OR WINDOW 4 E' OG MAx 4 W' OG. MAX 4 W' OG. MAX 1 16' OC. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAPE OR WINDOW MANUFACTURES DETAILS, ATTACH TO 7X PER ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE, 61411 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLOCK +3/4" OR +5/4" w ■DNDOW TO BLACK +3/4" OR +5/4" 2X4 SECURE TO BLOCK UY 3/16' TAPCONS (MN SHAME 61ZE .HS MN Hem SIZE JIM MN EMM" ENT 1 1/4•) WITHIN V OF EACH END 4 16. O.C. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3A6' TAPCON6 GAIN SHANK 612 .INS MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN V OF EACH END i. C1 1 *'Or,. MAX SPACING . 1/2' DRYWALL 2X8, ® ❑ I'X4' SECURE TO BLOCK P.T. HALER UW2) 3/16' TAMPCON6 DOOR CASNG (MN SHANK SIZE J4& MN HEAD 612E 300 MN EMBEDMENT 1 W49 WITHIN W OF EACH END 4 W' OG. MAX SPAC DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTU11E6 DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114M) DOOR JAMB TO BLOCK +1 1/$" /1RN�011 TO BLACK +1 1/2" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 1506" n1PINDOR TO BLOCK +l 15/18 2X4, SECURE TO BLOCK UV 3/16' TAPCONS, (MIN. SHANK &I= .HB MN HEAP SIZE 34110 MN EMBEDMENT 1 114') UUTHIN V OF EACH END 4 10' OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BC 2X6, ® ON OUTSIDE 4 SECURED 6ECURe TO BLOCK TWROUGHI NCN-STRUCTURAL UJIM) 3/16' TAPCONS 3/16' TAPC4N MN 1-1/4' (MN SHANK SIZE J49 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 V47 WITHIN V OF EACH END i, Cm 4 WOG. MAX SPACING. 1/2' DRYWALL ZXi OW SECURE TO BLOCK I'X4' WK2) 3/16' TAPOCN6 P.T. NAILER (MN SHANK SIZE J48 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 W' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: 5141M AB NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" nOIND0II T BLACK +2 1/4" NOTE, 6HM AS MEEDED TO PLU M JAMB (CO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" R 2X4, IE SECURE TO BLOCK UV 3/16' TAPCCNG (MN &HANK SIZE J46 MN "CAD SIZE 3" MN EMBEDMENT I V4M) WITHIN V OF EACH END 4 IS' O.C. MAX 6PACIN & NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 no SECURE TO BLOCK THROUGH NON-STRUCTURAL WN2) 3/16' TAPCON& 3/16' TAPCON MN 1-114' (MN STANK SIZE .IN EMBEDMENT INTO BLOCK MN MEAD SIZE 300 MN EMBEDMENT I V4') WITHIN V OF EACH 0 V cm 4 W O.C. MAX SPACING. r- V2' DRYWALL 2X8, ® 1'X4' &ECJRE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MN GNAW SIZE .H& MN HEAD SIZE 300 MN EMBEDMENT I VW) WITHIN V OR EACH CND 4 W' OG. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SWIM AS NEEDED TO PLUMB MANFACTURE& DETAILS, JAMB (DO NOT EXCEED 1/4') 2ND 2x UmTo 6TRucTNRA1 MEMBER UYC2JEd UNTNN V OF EACH CND 4 6' TO i' OC. MAX DOOR JAMB TO BLACK +3" DEI�iR w To Amelf +9" NOTE, SWIM AD NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/18" WINDOW TO BLACK +3 7/I6" 2X4, 1131 SECURE TO BLOCK W/ V4' TAPCONS (MN SHANK SIZE J4S MN HEAD SIZE 300 MN EMBEDMENT 1 V4M) WITHIN S' OF EACH END 4 W' O.C. MAX 6PACWX 2x6. m 8CCURC TO BLOCK WA 2)1/4' TAPCONS (MN SHANK SI?E .H& MN HEAD 612E JIM MN EMBEDMENT 1 V4M) UNTHIN V OF EACH ETD 4 W' OG. MAX SPACM 2XS, SECURE TO BLOCK UY(2)V4' TAPOON& (MN SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4M) WITHIN W OF EACH END 4 W' OG. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TH4ROUSN NOWSTRICTURAL V*' TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK. L-I i'CPu IA•DRYWALL ❑ I'X4' P.T. NAILER I' P.T. X 4' MN 'ANTS-'4 r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE. SHIM AS NEEDED TO PLU'e JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" /::1111ND011 TO BLACK +3 3/4' n • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA I: 0003325 T4pa g i a f UNDIV. de LOT:BBOTT PARK LOT #27 BLK. #12 Plt0n CT# 04181.000-27 21 MODRU 4EHB "2605- HAYDEN" OAP-40Z 8WING. LEFT PALM: DETAILS 160 MPH EXP. C Vlk IV A DATA. 9/21/21 8CALM: 1/4"=1'-0" arlaaT j 11% D3 v�1 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31J2021 104563 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 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 12/8/2023 11496.5 SIMPSON STRUCT. 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.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31J2021 30531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 30531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLYGEM 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 38644.2 Mt WINDOWS &DOORS FIXED GLASS 2020 FBCR 11/18/2022 17676.10 MI WINDOW$ &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 153539 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678•R$ 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 5/21/2026 23955.1 THERMA-7RU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'4' EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8"SWINGING EXT. DOOR w/SIDELIIE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU OCT. DOORS 8'-0"SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31J2021 23956.4 THERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single Ike EXT. DOOR 2020 FBCR 32/31/2021 10758.2 OWENS CORNING ROOFING ROOFINGACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/I023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/6/2025 10477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 LAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 1AMF5 HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 LAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 LAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 f115272.1 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 � W W W.FLORIDABUIIDING.ORG CONTROL DATE:Og/16/2021 •1 N. RONALD REAOAN BLVD. LONOWOOD, FL 327B0 PH:407-774.8078 FAX: 407-7744078 www.abdeaWWoup.com AA #: 0003328i H I IN N y r, o 111611110 7lLJSDIV. de IAT: ABBOTT PARK LOT #27 BLK. #12 PROJmCTdI 041 0-27121 1LOD>ci,:. 4EHB " 2605- HAYDEN" aw>lewcss awixa: LEFT PACE: PRODUCT APPROVAL LISTING 160 MPH EXP. C PREPORIED CONTROL JOIN FLANGE OF CONTROL JOINTS Td BE WRED TIED TO LATH • S' Or— MAX (VERT.A NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES W) V LEG MAY BE USED TO TEMP. SECURE CONTROL JOIN DURING INSTALLATION� FASTENERS TO BE SPACED . T' O.G. MAX VERTICALLY ]• THICK ! COAT CEMENT PLASTER UPS. LAYER •2, PORTIFIMPt BUILDING PAPER APPROVED METAL LATW FASTENED ET' (VERTJ OG. MAX AT SUPPORTS URlD LAYER 9, STueeo ~ WOOD SFIEATMMG V RM/� 7=% LATH SMALL BE �A-r ONTINUOUS BE O NJOIS BUTBE TTIEEACH SDI- PROVIDE 2X4 BLOCKSYs PER ASTM GTB68 PLACED FLAT MAX. 6• TO W PROM =MTROL CONTROL JOINT JOINT S ON L FASTENERS FOR LAT14 TO BE NAILS ORR •� i sTRJGTUIR.AL sTtD STAPLES IN COMPLIANCE uV ASTM CIS68 2. WIRE TIES TO Be (W. IS) 010410' WINE S. BLOCKNG SNOW MAY BE IN ADDITION/ TO I11(LLL STUDS PECUIRED PER PLAN O"M" TYPE CONTROL JOINT OL—OPIl tp.Pf.A ®FOLD OI— NRRD . PT. A 2. O�AM . W. 6 L MILAN . PT. C OI. POLO ftlaW . I•f. A 2. CIRIAN . Mr.0 :OI O N A- s OL POLO NYID . PL A L CREAM . Fir. s. CYAN PT. PT. e A. FOLD F.T. C OAR PT. 6 TILL PT. C TOICWN M 0 .DfTo, MAL HOLD. m maw. THICK) COAT CEMENT PLASTER (RLY7A V2' O COAT -RENT PLAWrM(ORW UPS LAYER 4, PORTPIBER EIIILDMG PAPER 07R41'E CWW WO LAYER 9, 8%A= ~(Mora w.Y) LAP LAYEM OF RRDN ~ OVBR XALN Pullm ETOP w. � E —FRAME on cm too LSD T07 Q ROOF L uL� NrN.Z aw NOTE, APPROVED EaLDING URAP SMALL BE LAPPED A MINMll" OF 6' • VEFITCA• LAPS (ROLL ENDS) " 6' . HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I- RATM PO WR 6MEATMING TAPE iX X X X� 1 n n—•rn MCTAL LATH WM LAYER •1, STUCCO WRAP .' MM RWRD LAP LOW ONLY / \BUILD LAYER PAPER I I' nM LATN LAP, s• O.•ER ALL LAP 2 Mel R• I IR'el'-O' SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO PRAMING M!M'EERS. THEY SWILL BE TIED BETWEEN SUPPORTS WTH 0ID4T0-IN. (DI -MN) WNW AT INTERVALS NOT MORE THAN 9' (229-MIA AS PER ASTM Gb67. QKICKOUT FOR PAIR OF TEAM M UM LAYERS, TEARS DETAIL MAY BE PATCHED WA(CUSE WRAP TAPE PER MANY. SPEC. OR PEEL A 6TM m j• TMIOL S COAT IZMENT PLASTER PETAL LATH um LAYER •2. PORTFIBER BUILDING PAPER WO LAYER R, STUCCO WRAP • INSTALL FASTENERS (D.", STRAPS. STAMM AS REQUIRED TO SECURE PIPE/ WM TO FRAMING 9M LAYER ti STUCCO WRAP WY LAYER •2. PORTPBER BUILOM PAPER PETAL LATM 6k6'SELP•ADMERMG MEMBRANE FLAS(MG OVER APPROVED MOUE! YIRsIP. B AN"'n TO MMEND ONTO PIP! 4k4' SELF-ADIERMG T'EFIBRANE FLASMMG OVER APPROVED MOUSE PRAP. FLASHING TO 6cTIND ONTO PIPE GONT. BEAD OF SEALANT TALL APPROVE- MOUSEUPAP AIR LTRATION BARRIER OVER TYP / WOOD SNEATNW3 SECTION C N fOEERTwft Nei oTwmft Exterior use f purtlerd centers plaster shall comply with the epplio b. r quinntentsofASTMC92618b. Installation of exterior Miwp and f=kV shell ramply with ASTM C 10G+t9e, or ASTM 1787. 6. 4k4'SELF•ADHlRIN6 MEMBRANE RA6MMG (WI-PATIBLE V Nam 4• .: }� WRAP MATERIAL) OVERAPPROVED NOUN t PLASMM6 TOO EXTdD ONTO- PHFE I ... Y`'v,tµ,. .: WOOD STIRS 1' OR LESS PIP!ti... :. 6k6' SELP-ADHERING MEMBRANE PENETRATION a >. R.4814W. (COMPATIBLE UV NOIRE SHEATHING `:::':':j,:;+;:.I SE FL ADHERING WRAP )MEMBRANEOVER , y' ti PLABMMG OVER APPROVED k MOM WRAP. BUILDING R-AMiM3 t0 EXTEND ONTO PIPE PAPER " STUCCO a LM: �a°t=eR Off AND OVERLAP ITS SIDE OF 6ELP-AD4 EMNS MEMBRANE FLAWING CUT AND OVERLAP ONE SIDE OF STEP C?gyp 6ELP-ADFEMN3 MEMBRME STEP 02 FLABNMG HORIZONTAL LATH PIPE PENETRATION DETAIL (FRAME) & PAPER DETAIL 3A� WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNIALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS i GALV. METAL FLASHING (NAIL TO ROOF DECK NOT L 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 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO X—X—X—X UJOOD OR 7/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R�m3.'1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesipgroup.com AA 5: 0003325 C S aUMIV aR LOT: ABBOTT PARK LOT #27 BLK. #12 PROJMT# 041 1. 00-27121 MODRL2 4EHB "2605-HAYDEN" GA>RAGM aWIuo: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH UP. C 2�21 DA RINT 9/21/21 BCALM 1/4"=1'-0" aHL'ET 44 WA1 00 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, `-X. I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO 15E SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND .; VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS I I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y; CAULKING • JOINT ALL AROUND I I PER SECTION I Exbbw r htlting end pMebldrlp BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 92618b. I k Installation of exterior lathing and framing . I. shall comply with ASTM C 106319a, or ASTM 1787. WRB LAYER'(, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 9, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) OD SHEATHWG W OOD LAYER �, IFIBER DING PAPER rIx�OD CONST1C710N 4— METALLATH e' CMV VINYL CASING BEAD W RA16ED BIND I�' To Ai MID•WALL WEEP LGEeD 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING $TONE VENEER OVER SCRATCH COAT Q HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK,( LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) U1R5 LAYER 02 (FORTIFIBER— BU I LD ING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103,1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH b' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO 2r%r 1 V IwL6+G1 VG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER V TO Ys' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WZB LAYER M, STUCCO WRAP WOOD SHEATH HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY £-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING UAi6 LAYER 01, STUCCO WRAP METAL LATH CONSTRUCTICNT!�' PFNI614 FASTEN TO WOOD 6TRUCTURAL MEMBER • T' Or— MAX e• a-u WEEP- P- 5 MID•WALL w'r�n d W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING v` FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK( 6' UAQB LAYER M, STUCCO WRAP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWigroup.com AA 8: 0003325 Miss C a StMDIV. & LO ABBOTT PARK LOT #27 BLK. #12 PRDJWT* 04181.000-27121 U0DUlU 4EHB "2605— HAYDEN" GARAGZ 9Wn4C►: LEFT PAGZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) I r7 "ITAL LATH STEP #5 STEF #& l 9) ELECTRICAL RECEPTACLE XkR M 93723 J DF,PANTA 9/21/21 8CAUM 1/4"=1'-0" Vd 111111 '1 T' �A2 WOOD SHEATHING WAND LAYER h, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER CONSTRUCTION BUILDING PAPER %• HAT CHANNEL I- THICK, 3 COAT CEMENT TYPE 'A' DRYWALL PLASTER 6. SAF. • TOP OF WEEP SCREED __'_fTO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING WRB LAYER M, STUCCO WRAP THICK 3 GOAT CEMENT PLASTER W SELF-ADHEREING l � AMbi % i ' �` FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER -1, STUCCO WRAP WAR® LAYER -2, FORTIFIBER R I BUILDING PAPER i^e' • fA.-; _ , 6' 6ELF-AD14EREM URB LAYER FLASHING WRAPPED P A 1STO BEAD `4. 1 11 ��eee • CORNER OF CANTILEVER POSITIVE DRAINC nrxen NO GAP INFIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) n CASING BEAD DTL. ® CANT. SCALE, 1 NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER h 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER •U VINYL CASING BEAD —A i' THICK 3 COAT CEMENT PLASTER 5/8, TYPE 'X' DRYWALL METAL LATH W/TEXTURED ! PAINTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT (2) 2xT2 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON .WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE BARRIER G2 � i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W(TEXTURED ! PAINTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT HEADER(BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN VINYL G�I��� neele SCREED 1`� JY.FE LLB IEFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION EXT. WOOD FRAFEG WALL SUS -FLOOR DECKING PRE-ENGT) TRUSS TWICK COATI METAL LATH — WOOD 61-RATWM 41 P400TIVE DRANK \ HBEP HORSED (o GAP N PIELD (SHOIW FOR GLARIFICd.TION OF SEPARATE ACCESSORIES ONLY) 0 EXTERIOR GRADE Ys' GAP FOR BACKER DRY WALL ROD ! SEALANT— (• THICK 3 COAT CEMENT VINYL rnnu�- seen -LASTER WATER PROOFING 4t- .VINYL CAANG MAE) LAYER (2 LAYER PEE ! STICK) 0 CANTILEVER DRIP EDGE 3' X 3' 26 GA GALV. FINISH LAYER f7 LAYER LAYER METAL DRIP EDGE PEEL 1 BET IN FULL BED OF W PEEL 1 SEALANTjr MIN. STICK • DRIP SPACE PROM DRIP EDGE TO FACE TO TREX DECK V GAP FOR BACKER y I q•XI ✓1W P.T. OR SIMULATED ROD 1 SEALANT WOOD (TREX) FILLER VINYL CASING BEAD CONTINUOUS WATER FROOPNG IGt 1 WFAT1ER RESISTIVE LAYER (2 LAYER rtEL 15APMER 9 STICK) WRAPPED PROM HEATHER RESISTIVE BALCONT DECK TO '•`� BARRIER •2 CANTILEVER 6' PEEL 1 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE .SET N FULL BED OF I JS'XI !i P.T. OR OrMATE I SEALANT,1f' MK WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Y' GAP FOR BACKS yY1YL cASIMs BRAD ROD !SEALANT WATER PROOFING Ist FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 1 PEEL G STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HATVINYL CHANNEL .AT i 'Nu 3 CEMENT PLASTER METAL LATH 5/6' TYPE 'X' DRTUTALL WOOD SHEATHING W/TEXWRED 1 PANTED WEATHER RESISTIVE PNHlH E WEATHER RESISTIVE THICK 3 COAT CEMENT BARRIER _,ASTER VINYL 0211 ER BEAD d• POSITIVE DRAM �iG:En armen VINYL CASINI i W,412 NO GAP N FIELD (6FI0104 FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION COLUMN 514EAT14ING WEATHER RESISTIVE BARRIER-1 WEATHER RESISTIVE BARRIER •! W SAF. \ —PEEL ! STIFIC I WxV 'L' FLASHNG FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA. GALV. METAL DRIP EDGE SET IN PULL BED OF PEEL ! STICK 7 ®B FLOOR I x'Xl Jr P.T. OR am, WOOD (TREX) FILLER CONTW4000S Y: GAP FOR SEALANT CPT. BACKER ROD. - MODIFIED 9ta 3/4 RESILIENT HAT CHANNEL vNTI CASINGS BEAD—� 5/8' TYPE X. DRYWALL WITEXTURED ! PAINTED FINISH %' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M HEATHER RESISTIVE BARRIER R EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. I Yo'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I J,' X 3' 26 GA. GALV. METAL DRIP EDGE SET N FULL BED OF SEALANTJS' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOPING let LAYER (2 LAYER PEEL ! STICK) WRAPPED PROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN �i� ArGxGRn LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LATER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR Viro° ZIP WALL SHEATHING SELF-ADHESIVE FLASHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF vMYL CASING BE J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE+ NTS WOOD SHEATHING WRB LAYER M, STUCCO WRAP 2x FRAMING MEMBER %' THICK 3 COAT CEMENT PLASTER WRB LAYER 92, FORTIFIBER 2 1/2' CORRNER weAD BUILDING PAPER—\ FASTENED TO 6HEATHING - - • T' O.C. MAX C METAL LATH WRB LAYER 9, a' THICK, 3 COAT CEMENT BTo WRAP PLASTER WOOD SHEATHNG b'SELF-ADHERING METAL LATH FLASHING WRB LAYER -2, FOWIFIBER BUILDING PAPER DRIP CAPSF9���� WINDOW FLANGE k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING ® l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK VIEW FOR CLARITY) WRB LAYER h, STUCCr P WRB LAYER v2. FORTIFIBER 7. BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING x—x—x—X SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER-2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP WINDOW FLANGE 11 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.ebdeslgngroup.com AA #: 0003325 C O a aysDsv k s oln ABBOTT PARK LOT #27 BLK. #12 PROJECT# 04181000-271 1 HODEL: 4EHB "2605-HAYDEN" GARAGE sMNO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 3 DA 9/21/21 SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WR8 LAYER 02, FORTIFIBER BUILDING PAPER --. METAL LATH ]' THICK, 3 COAT CEMENT PLASTER (p'SELF-ADHERING FLASHING VJNYL ANGLED CASING BEAD I DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH ]' THICK, 3 COAT CEMENT PLASTER � FLASHING DRIP CAP \` WINDOW FLANGE CASING BEAD (& WINDOW (15C ( FRAME, W/BAND) )A GAP TYP CASING BEAD TO TRIM 1X TRIM MEMBER . STUCCO TO SIDING TRANSITION SIDING '.N WRS LAYER N, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER METAL LATH WEB LAYER -2, FORTIFIBER BUILOMG PAPER WOOD SHEATNMG WRB LAYER 01, STUCCO WRAP `-- CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) )_ .. SMAT14M6— RCAT4 11t RESIST W DARR IER 9 UZATNER 1110MrIVL. BARRIER Q WWI %e SIDIls RASSN4DRIIV6 STARTER AlMf•— \1 ORRERIR�lSISTIVE alAT4lR RESISTIVE �JrZA EARNER 4 i bWAMCs SELF-ADFER OALV'D METAL .2. RASHINNS pDoo TRIM MEMDER _ \ GAQ'Cac"Ne` ` ,q7E R I OaOD6 1II hlP10ER SEAL 6AP ACAY.KMS \ , OR APPROVED SEALANT QAfilHQ \` 8, SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 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 f / 7F/.._......_......_...r. WRB LAYER "2, FORTIFIBER BUILDING PAPER / E2B��VINYL G�I� (W/-%' FLEXIBLE PVC BACKER ROD) s WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 01 \\ 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP NOTE: /'' CASING BEAD WOOD SHEATHING SEALANT TO WINDOW METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2b LBS. METAL LATH PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRIB f WINDOW FRAME STUCCOY�P WOOD SHEATHING I WRB LAYER 02, FORTIFIBER wow BEYOND TIl1CT� b' BELF•ADNERMS : BUILDING PAPER WRB LAYER 01, 0.GOD 64REATNRI6 � PLABHNG J' THICK 3 GOAT CEMENT STUCCO WRAP MATHE,R ORMT,VE DA'RN� i I \ eNaaelRR ob'v PLASTER t uEI I�RESIeTIVE �i / \ 1. MIN. ADOVE TOP \ OF W FLASHMS I WRB LAYER 62, FORTIFIBER �1{�'xT,/y LL4PSIDMS �/ r ANGLED . •BANVINYL BUILDING PAPER -ADHERING I DA1eaER, CASING BEAD FLAM \ FLASNM6 WATWER RESIsnvC METAL LATH eARR1cR aVINYL ' �\ `\ CASING: BEAD STARrOt67RIP 11 THICK, 3 COAT CEMENT J' I I \— WL�NM I (EXPLODED VIEW FOR PLASTER WINDOW FLANGE CLARITY) OALVV METAL - �'' u>rA*u•re werarwR CASING BEAD 0 RAISED 1,7 A BAND (FRAME) SCALE: I I/2' • I'-0' r _;Z;— TOM PLAMING E-Z DEAD VINYL CASRri Y' X b' SA'ILL,ATED fIIYi�' RLEXIDL! PK , IIRaOD TRIM YlFDNI EACKlR ROD) \ / r ' SELF-AD4$RINS E6I' ULFF--�� ♦ I r I FLAMM \\ GAP ' THMM R \ 4 OR AF'PROVE�D OU WEATHDARNER ER flSISTNE DANDER RESISTIVE DARRIER •I E.410lIER R aRATilR RSNTNE C-Z DEAD VNYL r. EARNER 4 ( �) PVC SIDING TO STUCCO WATWERREeDTWE FRAME TO FRAME 19 TRANSITION -------------------------------- J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE \ E-Z BEAD VINYL CASING 2X FRAMING (W/34' FLEXIBLE PVC BACKER RI MEMBER •APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 a a c IP BUDDIV.BBOTT PARK LOT #27 BLK. #12 aoi=CT# 04181.000-27121 HODZU 4EHB "2605-HAYDEN" GAIRAGZ OWING: LEFT PAGE WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 A 2u DATIM NT 9/21/21 CASING DCALJb 1/4"=l'-O" st'tsaT WA4 ONM CPRG SHO.L.D NE TAKEN IN KEEPINGTHE VENT PROPERLY P', G' AND TQ' SHOV^I IN 4"CALVANRED ALIGNED. VENT PIPE IS SEALED IF UTIIZED. NALN RACE USING I-- NAILS AT EACH CORNER. RO FNGDEMENT SHOULD PE APRUED TO ALL SHNGLE EDGES NEAR THE rawojkm I CUTOUT THE GOOSENECK VENTCRENNGINTHERCCP OJTEREGGEANDAROJNDTHEENTREPERIMETERAS RECGMMENDEDINSEVEREWEATIERCOASTAL SHEATHING. SIZETHEOPENINGNACCORDANCEWITHTVE CHART SHOWN. NTH EVENT A MECHANICAL VENT FAN R CONSTRUCTION ZONES. USED, SEE THE VENT OPENING M ACCORDANCE WITH VENT FAN MANUFACTURES PIPING CONNECT'" INSTRUCTIONS. DO NOTCUT NTOTRUSSES OR RAFTERS WHEN CUTTINGTIE OPENING IN THE ROOF REMOVE NTERFERNGSHNGLENALSAROINDTIE PERIMETER OF THE OPENING SOTHATTHENA GFIANGE OF THE VENT LAYS FIAT TO THEROOFSHEATHNG SLOE THE TCP AND SIDE RANGES OFTHE VENT UP AND UNDER SHINGLES. THE VEMfIMGE-S TO V.YON I I SHEOTLOM THE TOP OF TH THEVI ES • o ROOF HOOD VENT DETAIL CUT HOUMYIW AT 4S' ANGLE Las' TJ' I# FOLD•L NOUm TWO[ FI Al NSA FOLD N AT AFFROKD HINOVER OvER S+BATHRn OYBR uo eTlc u)ALL SLOPE eL1 Ro. TO LxtLLBDIe - STEP 1 STEP 2 INSTALL S' eeLF•ADFlRan VIM HEEADD LAA H PEASANT fUIITI4D - _ - S) DAMNAJLG 1141M0E - - - - INSTALL 6' $$MINT OVER EXTEND SELF -ADHERING NALNS FLANGE AT era, .' 4 FLASING P MN JA MES !L :OC JAMB .. P XTENDBELOW SILL S TIN �I / F FLEXIBLE SILL \7/` FLEXIBLE H,ASHNe DO NOT am BOTTOM � FIX STEP 6 STEP 7 ASPHALT PIASTIC CEMEM MOLDED ARGLND EASE OF PPE AND OVER RANGE ALIGN PLASMAS aM Nr, EDGE OF SILL RO. ALY FASTEN PAR=D EDGES. (CAP NAN.S, STArLq) INSTALL DUPONT PL.A614M AT TII FOLD WOUDEARAP DOW ITAPE DIAGONAL CUT I ACROSS HEAD a aR,DOw PLUMBING VENT DETAILS SCALE, NITS F SEALANT AT AMRS AND WRAP PPLY TO BALK / SOORI NALNS LANCE IN LINE ION LOLLS OR N-OTS. INSTALL S' uLDE ADM" - BACKED PLM48LE FLABINJ MATLRLAL OVER DRP GAP JOINT (PIROTECTOA~ ST•20MIL w BMW `k' o STEP 8 "`kQ0 WINDOW FLASHING INSTALLATION DETAILS O ( FULL WRAP) SCALE: NTS STEP 4 3 WIDEVALLEYRISHNG SW OR HEAVER FELT UNDERIAYMENT ASPHALT CEMEN T T CEMENT S" Cf CENIERUNE I) 1RAFPSTNERSN END OF SHINGLE MENDEND SHING3E AT LEAST tZ'BEYCND • VALLEY CENTER LINE "CLIPPEDCFF _ CIX2NER AT 45 DECiiEE SHINGLES TRIMMED T'SACK FROMVALLEYCENTERLNE ?ft THE CONTACTORS RESPCNSWLTY TO VERIFY ROOF VALLEY DETAIL TIME DaFIP .ZRATY T6 ALL PwoDK:ro RriuDr� TIME CORAR eELITT OF I aL PlIODFIdM19 ALE, NT6 FL.ASIMM MATERIAL$ USED OLMNS CONSTRICTICK 2. INSTALL ALL MATERIALS PER MANLPACILMEIRS UIIRITTEN SPECIFICATIONS lifilh ITR. SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. CLEAN AND SEAL JAM TO BILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF EXTI MOR REMONT WORK REIR SCHEME SWOWN SMALL BE E'9PLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTFLISION IBELOW T E WINDOW OPENING SEAL INTERIOR PERRTETER OF WINDOW WITH SEALANT APPLY ON HLI (O EQUAL)ORAL" 4 FLUID APPLIED FLASHWG (LANDO UNITE -SEAL IBC-Sa OR EQUALA SLOPE SILL TO EX bWM L IT B THE CONTACTORS RT$PONS6ILTY TO VERIFY M 0 "PATLBILITY OF ALL FRODUCTS INCLEDN6 SEALANTS / SELF-ADFlItlNG FLASHN6 MATERIALS USED q#NG CONSTRUCTION. 2. FLASHING AT EXTERIOR U)NDOas AND DOOR OPN~ SHALL BE INSTALLED N ACCOMANCE WTH MAHPACTUIRIWO INSTALLATION INSTRUCTIONS AND APPROVED F!T(OO U OF FOG RTOSA U N ACCORDANCE SSTH REGISTRATION MANUFACTAlR•S INSTALLATION AND FLASHM INNIRICTIONS, UISBESIGu ANTS MAY REACT ADVERSELY IF -I WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONAID REAGAN "I "' LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngro Up.com AA #: 0003325 i s � a C aUMIV ao LJOT• ABBOTT PARK LOT #27 BLK. #12 PIIOJ>LCT* 41 0-711 U0DRU 4EHB "2605- HAYDEN" GARAGE STfUN0. LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2C2, A AR N DATE:9/21/21 ®CALLE: 1/4"=1'-0" >= WA5 / —2x6 SUB-BANb W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE 11 I\ 1 8d 1/8' TEXTURED I 1 FINISH • WOOD I \\ 2Xb OU15 RAND 1/51/2- TEXTURED \ "\ FINISH • CMU / \\ V METAL FASCIA \\ WRAP Ys' FROM \ II STUCCO, 1' FROM \ ----------- - ------- ---- � WOOD WALL \\ \`\ EXTERIOR WALL \ �e� ? .; (FRAME OR CMU) \\ \\ NOT : NOTCH FOR 2X6 \\ SUB BAND ONLY \ ©FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY 7- ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) 1/E' TEXTURED FINISH • WOOD, 1R' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CI" AJ WRB LAYER •I, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT \ �'1/8' TEXTURED FINISH • `\`1\ /WOOD, 1/2' TEXTURED FINISH • CMU / 2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PLAN A PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/126 NAILS 6'-8' O.C. MAX. 2x SUB -SAND W/%'x4' NOTCH • END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• SUB BAND DETAIL® WALL W/KICK—OUT �ME OR CMU T 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/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • 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.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAD 'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774-6078 FAX:407-774.4078 www sbdesigngroup.com AA M: 0003325 4 o a o a F IATzARK 7 12 04181.000-27121 MODRIU 4EHB "2605—HAYDEN" GARAGE BTaNGs LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AMA NO DAM 9/21/21 aCALM 1/4-=l'-0" a1K MT dY A6 31' MIN. EACH WAY MONOLITHIC FOOTING 4 STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED ,�.1 Isr CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS $ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ..F— 111 •.. t� a _ ' �,;�_ •�Ir GARAGE DOOR a 06 w aI1 v ..' �FM RECESS m B• O b s B"CMU WALL 8" CMU WALL r . CORNER BARS, SAME SIZE AS LARGER BAR 1 f ///���� FOUNDATION WITH LEG EACH I y y b ^ .-a > I .{ ,(1 " d _ -0. ° - TOP OF SLAB W IN I'ry. I WAY AT ALL CHANGES IN DIRECTIONS . SO THAT THE STEEL REINF. IS CONTINUOUS .. o *• TOP OF SLAB MATCH AMOUNT O CONTINUOUS S s.v T F C BAR �I CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA EXT. PORCH SLAB A ': 4" CHAMFER (1STORY) #3 18" .• • EXT. FOR SLAB /ems—.--�'�a--�-•---� I /, - , IR ES Y SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER I2 v. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE �:p MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) ( W/ 1/2" ISOLATION I (USTORY) 0'-0' JOINT (ABLE)WHER♦ • #4 24" 1 , a� 8" CHAMFER (2S70RV} ' APPLICABLE) i SEE SCHEWIE #5 3a' JOINT (MERE APPLICABLE) .. ♦. ♦ 4 SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD. SIZE RANiI7Y #6 36, FOR BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND AR QUANTITY BAR AND AR QUANIRY >r NUMBER OF BARB (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE'a4'=r-a' 2 SCALE: CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 scALE' 3/4'=r-a' scALE:3/a'•=r-a' (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL LAP TOP PLATE A MIN. OF 48" 8" CMU AND NAIL W/ 16d COMMIX) o NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 5 #4 REBAR @24" O.C. @ CENTER OF 3 SLAB 2x4 OR 2x8 WOOD BEARING WALL W1 SYP No 2 STUDS SEE PROVIDE BLOCKING a PLANS FOR SPACING SINGLE x'u I NEW REINF. BAR BTM. PLATE TO BE FT. SECURED W/2-PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO EPDXY. MIN. EMBED SLAB W/10d MASONRY 2" CAPPED 8„ LIND NAIL 12" O/C STAGGERED. GALVANIZED PIPE BASE a 5 FOLLOW ALL MANF. ADDITIONAL METAL -4 W/FLANGE SPECIFICATIONS FOR CONNECTORS NOT h I• " CONC., REINF. W/ f � USE AND I REQUIRED WHEN NO 'r 'k8" #10 WM4A ON Q PREPARATION OF UPLIFT IS PRESENT. 6-MIL POLY ETHYLENE 4' 4° O HOLE. - VAPOR BARRIER ON a SLAB SCHEDULE w • I•' 1� WELL -COMPACTED SECURE FLANGE TO CLEAN FILL TERMITE SLAB W/(4)1/4"X 21/4" [SEE s TREATMENT SHALL BE .° TAPCONS TOP OF SLAB S' BORA-CARE �.. .f (2) CONT. #4 REBAR 4" CHAMFER (1STORY) �- a`1 a 6" CHAMFER (2-STORY) (2) #5 REBAR ON CHAIRS e • r. 2.000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE FOR SIM 12" MIN. DEPTH INE VIRGIN OR ENGINEERED SOIL COMPACTED SOIL BAR' UA TIT AND BAR QUANTITY SLAB HEIGHT LESS THAN T-6- pER plµ ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION SCALE 34"=1'-0 (NO UPLIFT) 5 6 FOOTING W/ BLOCK WALL scALE: ar4'=r-a' scALE:3a'=r-a' LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 20 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/SYP No2STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE a CELL SEE PLAN FOR SIZE AND BTM, PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 12" O/C STAGGERED. u ADDITIONAL METAL # J CONNECTORS NOT O m REQUIRED WHEN NO 9" CMU WALL b UPLIFT IS PRESENT. POURED LINTEL COW. (TYP.) Z 8" CMU FILLED CELL(TYP.) TOP OF SLABqSEE SLAB SCHEDULE WALL FRAMING J..ROUTED � ,.2X 1/2" DIA. SIMPSON STB2 BOLTS 6' EMBEDMENT INTO ENDS SEE SLAB SCHEDULEMINIMUM EXT.PORCH SLAB BAR SIZE 48 BAR DIA° 4" CHAMFER (2STORY) #3 16 h ii v 4 CELL, 4" FROM AND W/ 12" ISOLATION 6" CHAMFER (2-STORY) • • 16" O.C. VERTICALLY MAX JOINT (WHERE ♦ it4 24" °— ° y # APPLICABLE) MATCH STEEL #5 30' SEE SCHEDULE FOR WxO, AR SIZE REINFORCEMENT 61, VC THRU FOOTING PER SCHEDULE #8 47 PVC CHASE THRU FOOTING AND AR QUANTITY M MATCH STEEL SEE SCHEWLE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR BAR MD. MR AND SAR QUANTITY QUANSIMTITY PVC CHASE PER SCHEDULE � 9 SCALE: 3/a"=1'-a' UPLIFT) BLOCK WALL CONNECTION THRU FOOTING (NO 11 e SCALE: 314"=1'-a' SCALE: 3/4"=1'-a' 1 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgfvgroup.com AA #: 0003325 g c La C SUDDIV. ae LOOT: ABBOTT PARK LOT #27 BLK. #12 PROJECT# 4181.00 -27121 MODSIA 4EHB "2605- HAYDEN" 0APtA*Z BVrDgG: LEFT PAGE: DETAILS %160 MPH EXP. C TIE VERTICAL REBARc TO HORIZONTAL / ^ i REBAR W/10'HOOK GROUTED BOND BEAM VARIES PER ELEV. a :I CLEAN OUT REQUIRED FOR INSPECTION Oy,� Fi a 0'-(Y' FIN. FLR. .p TIE ERTICALREBAR TO HORIZONTAL REBAR W/10'HOOK �— BAR SIZE 148 BAR DIA i #3 181, H #4 24" #5 30' #8 38" #7 47' HORIZONTAUVERTICAL � REINFORCING SCALE: 3/4"=1'-0' w I NEW REINF. BAR SKgi SECURED W/2-PART XQXQ I EPDXY. MIN. EMBED �7 B", UNO i d FOLLOW ALL MANF. 91 S SPECIFICATIONS FOR USE AND PREPARATION OF j HOLE. • n STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0' OFFSET METHOD CONTINUOUS BARBI2E 48 BAR DIA METHOD #4 24' HORIZONTAUVERTICAL #5 3a' REINFORCING #6 2 #7 47 47' SCALE: 3/4"=1'-0' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m U w b 8" CMU WALL TOP OF SLAB EXT. PORCH SLAB SEE SLAB 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA f ` F, g W/ 1/2" ISOLATION 8" CHAMFER (2STORY) #3 19, JOINT(VVHERE :// ♦ #4 2, APPLICABLE) y MATCH STEEL 30 8" PVC CHASE E N REINFORCEMENT PER SCHEDULE #6 38' THRU FOOTING f #7 47' SEE SCHEDULE FOR Wh , BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 5 #5 BARS a 1'P E El 4 4 7F CMU UNIT DIMENSIONS ARE NOMINAL SIZES O m 3 MASONRY SYMBOLS SCALE: 3/4" 1' 0' REINFORCEMENT PER SCHEDULE 1G vl L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.eom AA #: 0003328 h b ZZ O O 9 aum ae LOT. ABBOTT PARK LOT #27 BLK. #12 PROJECT# 0418 .000-27 21 MODZ , 4EHB "2605— HAYDEN" GARAGE sWDFG: LEFT PAGE: DETAILS %160 MPH E . C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON H ETA 18 W8 (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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. 8. 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 P8838, .177" ° x 2 7/8" LONG, WITH WASHER C 18" 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 OTHERWSE. HEADER SCHEDULE MARK DESMIIPTION REMARK 0 (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 (ZE psl) IZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1)p5 (1)46 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)7 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA N: 0003325 41 s� m O [ABBOTT PARK LOT #27 BLK. #12 PROJECT# 4 81.000-27 2 HODSIt 4EHB "2605-HAYDEN" GARAGE SWINO: LEFT PADS: FIRST FLOOR LIFT BEAM PLAN AND NOTES %160 MPH E RINT DATsh 9/21/21 SCALE: 1/4"=1'—O" sHMET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK — OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACEDIN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-a' —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP v� GZV� Fzs' OI PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYP 89B 6 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BL AR 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 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE, TYP. 8'1xl6' m 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAMS": :: 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 1' TOP OF THE LINTEL. e. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. r „, r ��c OF F = FILLED W/GROUT 41A0� U =UNFILLED NOMINAL �# OF IN 2N0 BOND WIDTH BEAM COURSE SE `T/1 M/ B NOMINAL�� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- ITIIMOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX - ITgMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - ITH M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - ITAM10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •3 iW" A WINDOW SILL 2 SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE: 1 vz'=r-a' SINGLE #5 CORNER 1 BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. Cl FILLED CELL BONG. BEAM PRO RATOEACH SIDEVIDE #5 BAR STEEL REINF. OF OF ELEVATION BOND. BEAM �unninc CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-a' 8x18 OBL. BOND P O BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM T OF 00 W/(1)#5 BAR .:�; BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR =WIDTH OF DPE"'NG_z' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS T QE OF OPENING 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 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1W) 8' FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (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 WI 18" O.C. MAX. MIN 1-1/4" MIN. 2.12d PER BLK EA, END EMBEDMENT 6" OSB SHEATHING U WALL RCHWAY FRAMING DETAILS WOOD8BC U FA87B®l5WW d•-'MIN, 2 k'MAX 4=2t MIN, 9"MAX �� sr=1?'MIN, 2?'MAX MIN, 2 M' MAX MIN, 2 }" MAX a=2 t"MIN, 9"MAX M2d s, =1 ? MIN, 2 �' MAX d = }' MIN, 2 �' MAX d=T'MIN, 2j"MAX ed = 2 t' MIN, 9" MAX M26 sr =1 �' MIN, 2?' MAX ad =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 1 OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d6 = END DISTANCE w = SPACING BETWEEN ADJACENT FASTENERS INA ROW a = SPACING BETWEEN ROWS OF FASTENERS ed = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 Id b O G atrsaiv. ae LOT ABBOTT PARK LOT #27 BLK. #12 PROJECT# 0418 0 0-2712 mODzX : 4EHB "2605- HAYDEN" GARAGE BWDFG: LEFT PAGE: DETAILS 160 MPH E K FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10d x1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 P15S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 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 B" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE A BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (31¢"x5 9") SYP. HTT4 W/5/8" DIA x 5' 5/83. IA PT., WOOD POST EXP. BOLT r— — — — — — — -- FIRE -!"s7LF:.� L-------"--I 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS _ ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOODI DRAFTSTOP 'II PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" WOIST WL WI W64MS W/ (4) %' x 4' DRa AND (4) N x 2 )V Dam 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-774-4078 www.abdosW4mup.com L AA k: 0003325 Ls t O —LL St"wiv. aLOT ABBOTT PARK LOT #27 BLK. #12 PROJECT# 181.00 -27 21 HODZU 4EHB "2605- HAYDEN" GARAGE 8WWO: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. Aii11O 93m ol aw 9/21/21 BCAIM: 1/4"=1'-0" SHEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 i' NAILS TO TRUSS 8-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 15d x 1 �' NAILS TO TRUSS DBL 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) 10d x 3 ?'NAILS TO GIRDER 1.2, 2. WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27 x 4, 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. TRUSSES 0 24" C/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LSS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1 a 1 b 1 c GIRDER CONNECTOR(S) SCALE:34""`°' SECURE I -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 SFAS BALM BLOCI( THOWN 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 12) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 2" GYP. WL. BD. SECURE ST. PLATE TO SLAB W/1 Od MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. 4 I -JOIST CONNECTION L.B.W. SCALE: 3/4"=1'-0' (NO UPLIFT) OTCH DEPTH 1/4•D HOLE EDGE>5/B" I' HOLE DIAMETER < 2/5•D SCL. STUD OUTER 113 OF SPAN ONLY HOLE EDGE>5/8" BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD STUD NOTCHING AND BORING LIMITS 6 SCALE: 1 1/T=1'-0' ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 — TRUSS ANCHOR WITH 19) 10d x 1 � NAILS TO GIRDER. PROVIDES" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION MATH HEAVY UPLIFT CONNECTOR 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL q��1 2x SECURED VW(3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND GALV, COMMON NAILS BEAM 12' O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS, A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e X 5" TITEN HD TO CMU AND (12) BOB x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)}"x5"TITENHDTOCMUAND(18)SD6 j"x 3" TO GIRDER C12) SIMPSON FGTR GIRDER TIEDOWNSWTH (2) J" x 5"TITEN HD TO CMU AND (18) SOS �' x 3" SCREWS TO GIRDER (EACH TIEDOVVN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8886 LSS 12 PLY MIN.) SssTYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE:34="" LSTA12 20 GAUGE W/ 10dxl/2 HDG COMMON NAILS. ® EACH END TOTAL OF 10 BBB BACNBiKm TH M" 4500 314" WOOD PANELS 8000 (2) 1/21tWOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER LVUI-JOIST WITH BACKER BLOCK - ' HTT4 W/5/8"A.B. WITH I ' +-M-+ MIN. 7" EMBEDMENT LA II SLAB & (18)16d x 2-12" NAILS TO POST POST TO SIT DIRECTLY ON SLAB 4- ..4 . ...4 4 LVLMOOD POST CONNECTIONS 5 SCALE: 3l4"=1'-0' A - SIMPSON IUS1.81/16 G < 14DO LBS, U < 70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 1Od GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 USE W/ (4) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10*1-12' GALV. NAILS TO JOIST FL#17241 0- SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W (8) 3/4— WEDGE-BOLT/J-BOLT, Y MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) l6d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/18 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) 10dxl-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: .111=1' B-0' MAX YMM) OR iV-Q' MP%ou2 ) MAX.oOR 2x4 BTM. CHORD BRACING IG.-O" O/C MAXSECURED WI(2)1Ed COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" PERPENDICULAR TO I -JOIST # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2' APART REPAIR OF MULTIPLE 3MISPLACED EMBEDDED TRUSS ANCHOR lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOTBE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN 24- MAX W/ 24" MAX W/ 8" MAX. END OF SHEATHING wolsr SPACING SETaUE FRAMING PLANfkjotsTt TYP. ENDLEDGER BOARD (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS BE USED PERPENDICULAR W/ 2" WASHER & 512' WITH IJOST MIN. EMBED. (TYP) 12)2X12 SYP. P.T. FRONT yy LEDGER REAR LEDGER PARALLEL TO I -JOIST (2) 2X8 SYP. P.T. 24' MAX. W/ 24" MAX W/ S" MAX. END SPACING SEE FRAMI OF SHT.E (JOIST TYP. (JOIST TYP. FRONT LEDGER ,�.. END OF LEDGER w %�y !o • BOARD tl L b 2X8 SYP P.T. 1/4"XB" TAPCON ?:'y I LEDGER BOARD TO W13' MIN. EMBED REAR ; BE USED PARALLEL TYPICAL LEDGER= TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT. 2, SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4AY". 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 PT. FLOOR JOIST LEDGER SCHEDULE MARK ISIZE BOLT SIZE MIKENDOIBTANCE CEHIRALBIMCINB A DOUBLE SYP 2x8 1 1/4" 1 8" 24" O/C MAX. B DOUBLE SYP 202 1 12) 3/4" 1 8" 24" O/C MAX A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS WI MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-BCLTRITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 0�� LEDGER DETAIL (I -JOIST) SCALE: (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d Q EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 304" (1) W BRACE 30'-1" TO 60'-0 (3)'W BRACE (1) "X. BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2' WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS ----- STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" 0, C, (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO ELK WI 12" DIA ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d'S 8" O.C. MAX CONT, 2x4 SECURED WI (2) 10d's @ EACH TRUSS TO BE INSTALLED@ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END 7E-EN&D TRU PRSS SCALE 34"=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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: S/4"=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abde$igngroup.com AA #: 0003325 J i4 s� 111111101 a s V SLmmv. dt I/OT ABBOTT PARK LOT #27 BLK. #12 041 1.000-27121 m0DEL• 4EHB "2605-HAYDEN" OAP— GZ BWD(G* LEFT PAGM: DETAILS (I —JOIST) 160 MPH EXP. C IA" A ABOUMA 74AA 1 AR NO Y:tm J FIPRDM DA 9/21/21 8*IXZT S3.1A SIMPSON HB W/ (8) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON HB W/ (8)ad COMM­ EACH END WOIST LVLJ PLATE STRAPS W/ 10d x 1 112" HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O. PRE-ENG'D WOODSHEATHING SEAMS) (BLOCKING TRUSS (TYP) Q 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT, PLATE TO BLK W! TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/Z' WASHER SET IN HIGH 41, STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED @ 10-0" O.C. MAX GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0' 8" CMU WALL REINF. PER PLAN PER ELIEION gww PER ELEVATION 2x4 P.T. CEILING NAILERWI MASONRY NAILS a 17' O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O. C.; STAGGERED AS SHOWN #8 WOOD SCREWS DBL. 2X8 SYP *2 LEDGER. x 2" LONG Q 3" O.C.; SEE FLOOR JOIST LEDGER STAGGERED OFF 10/S3.1A CENTERLINE 8" CMU WAll a _ 3/4" AS SHOWN TSCHEDULE, k' X 6" TAPCONS REINF. PER PLAN r;? PER ELEVATION A. (SEE S IJOIST (SEE FRAMING PLAN) FRAMING FRAMING PLAN) PER ELEVATIQU 24' MAX (2) 2x4 P.T. W/ > 1 DAL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS @12'O.C. BOLT SCHEDULE, 10/S3.1A SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SCALE: 3/4"=1'-0' STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A- SIMPSON MTS12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON M-12 U < 1420 LBS W/ (14) 1Od GALV. NAILS EA STRAP SIMPSON SPH4 OR SPHB BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3° PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG BOARD SECURE TRUSS TO TOP PLATE W (2) 18d 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 1/2" GYP. WL. BD SECURE ST. PLATE TO SLAB W/ 1!2"x9" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. a 16' OC MAX 9a gb TRUSS CONNECTION L.B.W. SCALE: 3l4"=1'-0' 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR 4 TO BEARING ON EXTERIOR WALL ROOF TRUSS 4x4/44 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 0• 0 TRUSSNVOOD POST CONNECTIONS n 10a 10b 10C scALE:3/4"=,-p, v TRUSS TO POET CONNECTION 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 VGT1HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS,(1)5/&`A.T.R. TOHDU4 AND(10)1/4'X212' BOB TO POST POBr TO SLAB CONNECTION A8B - SIMPSON ABU44Z POST BASE <U: 1,900 GA660 W/ 5/8 DIA x S' EXP. BOLT SIMPSON ABU48Z POST BASE <U:2,300 G: 10,335 W/ 5/8 DIA x S' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 1ad x 2-12' NAILS TO POST. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J Y 4 a L-ji 1SUNDIV de I,OT ABBOTT PARK LOT #27 BLK- #12 pvtOjwT# 04181.000-27121 MODEL.• 4EHB "2605- HAYDEN" GARAOE gVrDM: LEFT PAGE: DETAILS (I -JOIST) %160 MPH EXP. C AR NO GISM f aw�rE•. 9/21/21 8CALE: 1 /4"= f —0" B1ItEET S3.1B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9)10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 P8S38, .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 p P7�N REMARK iO 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I 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 (F1) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP 1 MID SIZE SPACING 881 MASONRY 3000 8x16 111 lR"i (1)W` N/A GROUTED SOLID SB2 MASONRY 3000 8x8 (1)a5 NIA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 1711" 8F8-1 T/OM/OB 8F8-1T/0MXIB BFS-lT/OMIW 8F8-lT/OM/OB ♦ ; I ------------------- --------f--y L------------------------� SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - 1'-0" 1 1 1 1 1 4 1 1 1 J • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a eunDIV. ac LOT: ABBOTT PARK LOT #27 BLK. #12 0418 .000-27121 HODzu 4EHB "2605-HAYDEN" GAllAGa BMWO: LEFT PALM: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C DAM 9/21/21 SCALE: 1/4"=1'-0" sHmw 1111,. S5 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WW (9)10d x 1 10HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" " x 2 7/8" LONG, WITH WASHER @ 18" 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 2500 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 TOA STEEL COLUMN. MAINTAIN LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE s06 i BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK 4X6 (3 X"x5 X,") SYP. HTT4 W/51.. CIA x 5' WD-1 PT., WOOD POST EXP. BOLT 5/S3.1A CA CJ1 CJ3 u x n n n n n s x n n n n u n n = CJ3 b 1 N II II II II II II II II 1 II II II CJ5 x o x 11 CJ5 1CL A8G iC A � IAS 8 I I k 0 �A4J $ Iq3 I I I I I __ O BRICATED OOF O PREFA00 A2� USSES a 24 O.C. o = O a P)aaa=aaa�- as=o =a= _= 3:1A = A = RIDGE _ = O to =a coo =mtmaa�a U I I ATTIC I I I I m a 5___ a U I = I I 0� g O O 1C O 1C y�A II II II B2G �(� II II CJ3 'q II IIry ryII II �II �Il III jj = CJ5 a x u n n n y'A CJ5A Lj Jw WII W'I WII WII CA 1 1 II II II CJ3A n CJ3 1 1 IIEJ711 II II CJ, ,A i i m i ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdestgngroup.com AA A: 0003325 s O StrBDIV. at LOT•. ABBOTT PARK LOT #27 BLK. #12 P1tOJECT// 0418 .000-27121 MODZU* 4EHB "2605— HAYDEN" GA %AGE SWING: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C 01 2 DAM 9/21/21 SCJ%=: 1/4"=1'-0" smncm S6 ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/G33M. MAXIMUM AGGREGATE SIZE SHALL BE 314'. GABLE -END HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"- 4'-0" END ZONE DISTANCE BASIC WAND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL /- PRESSURE COEFFICIENT. ♦0,18 ROOF DMA4111tA6M FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP i(40/20),FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19132" 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 0 4" O.C. EDGEWISE 20BLOCKING ALL PANEL JOINTS W/ IN 4.OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK 2 12" 0.131 F1667 170,000 RING (16-20 RINGS607 RSRS-03 8d RING SHANK 2 3/6' 0.113 SCREW SHANK PER INCH) RSRS RSSRS -01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-0 1 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O. S. B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @j 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 1 Od NAILS ® 4" O.C. ON EDGE AND C O.C. IN FIELD ZONE 3%, 3r: 1 Od NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Btl RING SHANK GUN NAAB @ 4'GG TOP I BOTTOM EDGES I 10 m � - IJ TYP. EXT. SHEATHING ATTACHMENT �o B RAFTER OR TRUSS ROOF SHEATHING 2 h o m I, BUILDING LENGTH U a ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END 8 (1) ADO'L DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING ® 1W O.C. FIRST 4 BAYS W (2)12d NAILS EA END, ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHINGATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6'-6' O.C. MAX G EQGES 8 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / rYP. 3/4" TAG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE MAR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHBR NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPR ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCHR 2020, 7tn EDITION ALL EKP(15®EDGES OF CONCRETE ARE TO BE CHAMFERED 314', ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGNOF BARRIER MEMBRANE UNDER ALL SLABSONGROUND VMEAEINDICATEDON PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR VAPOR BA➢FESNETAPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE ICATIONS COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS . DRAWINGSSEAMS LAPPED fi INCHES AND SE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). MOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY 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 MERE 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 EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENCING 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 MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWNS, WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACEDINACCORDANCE WITH THE WOOD TRUSSES: 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 WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. DESIGNS SHALL SIGNEDAND REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.IDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING 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 BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A448M, GRADE A, AND SHALL BE HOT-DPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING 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 DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL4RLATELONNECTED-WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' FLOOR: AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD LIVE LOAD 40 psf REVIEW. WCOOTRCOMMENTARY SSES. WOOD TRUSSES. 20 pst TOP CHORD non-conarrem 10 psf BTM CHORD noncronwlTent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" MI6 BAR - 36' #5 BAR - 30' #7 BAR - 4Z' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FORTHE ROOF PROVIDE 36" x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIEDTO EACH BEAM REBAR, SEE DETAILS 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 WTHANSI/ASCE 7 88: 1990. 18 pef TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 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 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS. UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40pV, GUARDS AND HANDRAILS: 200psf, GUARD INFILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS. 30psf, STAIRS. 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS W L L BE REVIEWED FOR GENERAL DO MPUANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WLL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 FOOTING O DE E L psf, EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR MIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,000 PSI REGULAR VVEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5',4- PRIOR TO TIE ADDITK)N OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM/C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAWED 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 FORAM' 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 OWNERS 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 (FOUDATIONST R FOR CONCRETE EXPOSED TO EARTH ANDAXR WEATHER 1.1/2" FOR IS MID SMALLER T FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSEDTO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-VT' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUNDCORNERS. DOWEL ROOF 8 FLOOR LAYOUrS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT OUT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY' PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A, MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQ U REMENTS OF THE LICENSED PROFESSIONAL ENGINEER "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. 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 SUPERCEDE THOSE TURED IN CONFORMANCE WTH ASTM C90, GRADE Vm = 2000 P$I. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT RUNNING BOND UNLESS OTHERW SE NOTED. LAYi1P MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AMC) CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IWWALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVEA MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY 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 WSHAPES. STRUCTURAL TUBING SHALL BE ASTM ASOO/ASOOM, GRADE B, Fy - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 kai. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-0FF-THEALR METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SITE ttFE sPAgNG REMARKS APPLICATION SIZE tt _NG NE.- FURRINGTO /LONG 11- I`- GARAGE DOOR &4"K TO MASON_NC. 1N"qA NON ER TPPCON MASOVRY FASTENER 80'C 112"EMBED.. d"FNOpST, tt2"EDGE DIRT 9GDPAL.IXT. DOORS CASE HARDENED COIL B"OA: V✓INIXJV✓/OOOR/FASTHNm GARAGE-eICK 4" PA OR 1S'On:IMY ON EMBED., N"EBDg9T. x T, SE-6 NAIL I YY'LONG . STAGOQim INTO MASONRY/WINO. iO MASONRYICONC.� p.OA EXPANSIONBOLi <"O.0 (1rz'OW "EDGEOST. WINDOWBUG( CASE IWRDBNm COIL B•oq vnNDDYxpoGRl FAsrBNm MErr STRAP, CONTACT THIS ENGINEER FOR SPACING 1x PT, SEENJTEB NAIL II2'LONG. STAGGER. NTOMnsONR-ONc. MASONS 1---. REQUIREMENTS EXT. STUNG DOOR NO213n CDN "TAFASTNER PCOM 1112-EMBm,B'ENp. BUCK 2x PT, SEENOTEB WAeNFA 1g OC Dl9i.,11I-EDGEDIST. 2x PT WINDOW.. 0 -RAF. 21,B" 8"OO 4" END, DIST, 11/Y' PT 1. STEEL SEE NOTE. ,N1,AI�� STADGERED EDGE DIET. NOTES MM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X2F 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 WITH A WOOD DOOR FRAME. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCANS OR PAF TO THE SUBSTRATE. v 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 J h 4 ELJSL12v. Ac L40T: ABBOTT PARK LOT #27 BLK. # 12 Pnon=T# 04181.000-27121 MODEL: 4EHB "2605-HAYDEN" GARAOE OVI MO: LEFT PAGE: DETAILS 160 MPH EXP. C k' ROLATO A ABOUCHAOORA AR NO 93M , DAM 9/21/21 SC,h=: 1/4"=1'-0" a1� S N1 FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED _\ MI III \I SOFFIT 1 THRU SOFFIT AT NAIL O HEM AND IN VALLEYS ® FASCIA J-CHANNEL 3Q 8' MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) eMAX. nFZTAII n J-Ut ANNtL FASCIA 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO (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. 1—'—SOFFIT O J-CHANNEL 3O O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 3� J-CHANNEL J" MAX. DETAIL E J—CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN '12 L-SPAN 11 -------4� BATTEN STRIP ANCHOR 12 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN OFFIT 1O DETAIL B J-CHANNEL 3� k" 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 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) `EAVE WIDTH `EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAILW SEE DETAIL'E' SEE DETAIL SEE DE (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 0 J-CHANNEL- 8 DETAIL C J—CHANNEL BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gU MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 3.519 ==??iir}ij+• 375 .375 ==z' 4 3.625 3.625 5 08 0381 12ti ,A � DETAIL A zeq 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 u 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 Ia 44 y d G Bit svi �i a [ABB7"BODOTT PARK 27 #12 ROJMCT# 0418 .000-27 21 HGDEL: 4EHB 2605— HAYDEN" GARAGE 8WINO: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C of DA 9/21/-. 8CALE: 1/4"=1' sitzw SD1 lb