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99 99 1828-4EBB-CALI J_ ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE H O M E S CITY OF ZEPHYRJI Ls PLAN EXAMINER NN 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -111�LI�I0p141�DA MMMM COD& ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION v rl:i (9=) -.'r *M•' gyp p�,A� �w�p YW IWA MY S� M A/C AIRCONDITIONING LUM. LUMINOUS AID ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER mli616 COS ISSUED ARCHITECTURAL SHEET DESCRIPTION mIM/IB 'ImIT PSI: UPDATE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB -M1N. INTERIOR FINISH - CLASS B BD. AMPERAGE MIN. MINIMUM HD. BOARD M.T. METALTHRESHOED CL CENTERLINE MTD. MOUNTED GAB CABINET MTL. METAL, GL. CEILING N.T.S. NOT TO SCALE PG Cl—COVER SHEET PG GN—GENERAL NOTES mYIGAS cDSRE.isevED OMI/IB SIDNrsELEVATIONS ADDED D3R6/B COS � • TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) -BASIC MIND SPEED - VDlt=160 MPH Vwd=124 MPH •EXP03llRE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CLRCLEAR G.C. ONCENTER CON CONCRETE PL PROPERTY LINE cPr. CARPETP.A PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D DRYER PLT PLATE DBL DOUBT£ PLYWD. PLYWOOD PG AL —FLOOR PLAN PG A2C—ELEVATIONS "C" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN OIA9A8 FOOTRYs REVISION PER M. BOSS CD5 RE -ISSUED ADDED 0JWLEUIB FOOTER AT GARAGE DETAIL (PORT MYERS) AND SPATE CODES GLAZED PR. PAIR D.G. DUALIDIAMETER DO.. DIAMETER P.T. PRESSURETRFATED PLIED MANTENANCE PG MI -MECHANICAL PLAN rm_l.C?A.9 REVISED LNTEL SIZE AT FRONT WRY DOOR DIM. DIMENSION R. RISER DISK DISPOSAL RAD, RADIUS D. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. RooM DTL. DETAIL R.O. ROUGH OPENBJG PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL STATE OF FLORIDA r S .FT. CiALO. S ADDED ADDITIONAL RECEPKACLE N GARAGE PER LULL BATSON (MELBJ REVISED HVAC VOLUMES ON SOFT CALC BCHEDIA.E (MELB) PROFESSIONAL ARCHITECT: LIVING 1.826 SKa. FT. D.W. DISHWASHER S C SOLIDCOREEXTDR S.D. SMOKE DETECTOR ADDED 'EXTERIOR MONO DEEP FOOTEW DETAIL 12/81)A (ORL) PG WAl —WALL ASSEMBLY DETAILS m6AUl9 ADDED LED LIGHTS •KITCHEN : BATH PER MARK OOUe$ ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 GARAGE 4916 SOT. FT. ENTRY 16 eo FT. LANAI m8 ba FT. TOTAL 2,962 SCi. RT. EA, EACH EQ. ELEVATION S.H. SINGLE Fi111J0 EQ. EQUAL SHT SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER FG./FIXED DGrUE S SS S� SIMILAR FIN FINISH SL G SLIDING GLASS FIR FLUOR STD STANDARD FLUORESCENT SWS SHEAR W FLUOR it. ALL FR. OR. FRENCHDJOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR, DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND-PAUI.T CIRCUIT TOP TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYR TYPICAL PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 01/BIB ADDED STONE OPTION ELEVATION G N D (TAMPA) SWIM ELEVATION 'G' SIDNG-ADDED LOUVER • GABLE ROOF I0125AS ADDED OPT. W-m• CEILNra NEYWTS Quarto REPLACE UUSP CAMECTORB UNTH 81MP80N CONNECTORS m4aft REVISE ENKAVENT RADON PLAN DIMENSIONS m4/m812m OPT 0'-0• OWL IN:tT.• ADDED LED LIGHT INFOYER 04~ OPT B'-m' CLG. WsT. ELEVATION 'C'- REVISED HEIGHT OF AFr.I"Y OSIC640 ADDED ELEVATIONS'L'4TT(ORU STRUCTURAL SHEET DESCRIPTION mVWC ADDED ELEVATIONS TTG••T1N••T16•(Of) PG SI—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILSSE GYP. BD GYPSUM BOARD U.N.O UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR, HEADER W. WASHER OTINSULATION WE), .ORITWITH INT. INTERIOR WDW, WINDOW W.H WATER WROUGHT IRONTER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. mumvl 2mZmMCUPDATE m3AD34I ADDED SOFFIT DETAILS 0446/21 ADDED ELEVATI"'N•4'O'(GRL) m44Vd ADDED STONE OPTION ELEVATION W (MELBOIkiNE) 05/6vn ADDED ELEVATIONS 11 A YY (ORL) PG S2—LIFT BEAM PLAN AND NOTES 05AWI ADDED DEN OPT. (TAJ'PA 4 FT MYERS) IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAUMG OR EXPLANATION IN PG S2.lA—DETAILS PG S2.2A—SAFE LOAD TABLES mBIIBRI ADDED Zm FooTER OPTION (TAMPA) 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 PG S3—FRAMING PLAN PG S3.1A—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG 53.113—DETAILS CLSRMCATION. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SD1—SOFFIT DETAILS RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 h oil, OunDiv. aLOT: ABBOTT PARK LOT #8 BLK. #13 PROJWT# 04181.00 -08131 MOD== 4EBB "1828-CALI" GAVAJGE OWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C LLIJ DATTE-. 9/21/21 OCAL,E: 1/4-=1'—O" OHffiICT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, USTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 kM SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R30Z6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPUED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %%NCH GYPSUM BOARD OR EQUIVALENT. SNTE 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 BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM 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) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- V BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL P AT N CO OLCOMANY THAT CONTAINS "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: 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 & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & 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. PLUISIIIO 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'/.'AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 29032. 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 P3OD5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2, EXTERIOR WALL COVEROM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, /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, 1l2" 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-C 1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1, ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-19aAND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STA IR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1l2' GYPSUM BOARD. R302.7. EXTERIOR CERIM 1. EXTERIOR CEILING TO BE W" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART 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 BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21(CM) SEP 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngro up.00m AA #: 0003325 j a a 81 S o a W�! aluaDiv ae IAT: ABBOTT PARK LOT #8 BLK. #13 PROJECT# 04181.000-08131 moDEL" 4EBB "1828-CALI" GARAGE EWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C >D A AR N DATTIM 9/21/21 SCALE: 1/4"=V-0" SKEET GN ----------------- ./-IB'-4' BLDG. HG7. FYPON LV12X24 SHNGLE ROOF 12 OR EQUIVALENT �b LAP BIDNCs A8 SPECIFIED (TYPJ 4' FREIZE BAND (TYPJ b' TRIM ABOARD ITYPJ OPT. COACH wull 111111 LIGHT 11 b. (I ICI I I 1 I 11 FRONT ELEVATION SCALE: 1/4 • F-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT OFF RIDGE VENT I� b OFF RIDGE VENT RREAOFATRC = 2T64 SG Fr. NETFREEVENTIIATIONARIARSWIRFO = V30D REQUIREDVENTILATION AREA 2564/3m = 7.311 VENTRATION AREA X SO, IN ONE$ PER FT. 414Q 113C72 SO, IN. WN.REQUREDVENTRATION = .SX IM72 IN UIPERPORTION OF ATM - W7.36 SQ IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 567.35 /115 TOTAL NOT VENTS REQUITED = 493357 TOTAL E'OF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMTEROF THE HOUSE, U;a THE OVEnNNG (E)MRIOROF WAILTO D(TERIOROF_WAL4 NO OVERHANGS INCLUDED(. oB'-0" BRG. HGT. :i E ❑❑ ID N S .D - - - - - - - - - - - - - - - - - - - --- REAR ELEVATION SCALE: V4 . 1'-0' TEXTURED FINISH B'-0' BRI..T. HGT - - - - _ - - - - - - 8'-0• BRG. HGT. i� ro 0'-01 FIN. FLR. - ,�0'-0' FIN. FLR LEFT ELEVATION SCALE, V4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' eRG. H� - - - - - - - - - - F-1 r-] -: 0'-01 FIN. FLR.O, _ -yam- -- - --- - --- - -- ----- --- -- ------------------------- RIGHT ELEVATION SCALE: 1/4 . I'-m' TEXTURED FINISH W,T. 0'-0' FIN. FLR. I "v DECO. DTL. A WALE. 1/2. 1'-0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.a bdesigngro up.mm AA #: 0003325 p F4 k $ C L¢y BLJaDIV. Sc LOP ABBOTT PARK LOT #8 BLK. #13 PROJZCT# 04181.000-08131 MODRI-- 4EBB "1828-CALI" GARAGM 911 MG: RIGHT PAGE: ELEVATIONS II C II 160 MPHE C P122 mm a TM 9/21/21 SCALM: 1/4"=1'-0" 811ZZT A2C M ELECTRICAL LEGEND SYMBOL DEFINITION NOTES y-y 120V OUTLET 20 AMP SNOLE POLE IIeV OUTLET 4n IIOV OUTLET U2 OF STRUT LTIED To wrcN am IIDV OUTLET NZWON RFERD PA%L RESISTANT TTPI) 7lOV OUTLET (U WINE CONNECTION EXT. IWTO PROOF OROUID FAULT aFl OUTLET SITSRIaIPTE! OUTC4 OMTCN 3-WAY OPER W4 SWFTCH 4-WAY OPER I. tlYLL MOUNTED LIOIW CEILING LOW © LED CLO LIGHT LAD VAPOR ©VP PROOF LOW O VP VAPOR PROOF LIOMR ORlCISND C.M ® VENT. PAN 1GPM PER SG PT. VENT, PAN YNLIONT 1 tlM PER SO. R. V FDTIIRt (SPICY TRD K ® RUORESCENT WRAP AIRARUN OID R (OIJT RLLAC�F MITJ 2'MLUOIBSGS4T 4' FLYOIESCE/T p� �—a—�a-• C 4' TRACK LWiR O PAWL oft METER OSD, SMOKE DETECTOR VALLMINTED FAM 8D. smo SMOQ DETECTS! CARI19 100 CampZ DETECTOR NfER6OSECTW OD�O SMALL Be A. DISTANCE OF NOT LESS TNM 4' FROM NALL PENDANT LOMT I t� NATURAL aM ► TSLeNOde JAae WATER WATER "CONNECT AIR CO DITIONNO TO E SEE ON DRCOVECT F� TELSNNON JACK JO TO M MIPPORISD N AfCO1CANC81W SOX J-00% MIJSGW Y SIYJI FOR 4 WO E01[RSOY GELLRE PANLKNT TO W SUD OFPPORTE ACCIgD MAIGN IYNM PO MSO ADS pnnn 24• NCAtDEaGPR LIONT STRIP 38 NCAMOtlCEO LOW STRIP [fOee�n�e 4W NCAtDESOLNT L14W STRIP —L— am soca TY IKEYPAD FO P10 MRN•aUTTON FOR OWNS, we PORT • LOCATION OF TV JACKS N PHONE OUTLETS 4 PAW TO SI YWRPISD . NOMEOUIER PMN-CO'ETIaIWM MEETING. • ALL E M 20 AMP SRANCN CRRCIUITS TO EE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF E= ,TM EDITION (290e) 4 NEC lien 20n MITI N_ • 20 AMP DEDICATED LALIDRY CIRCUIT. • OR . ISLAND MOT ON KITOEi CIRCUT) • DISMIUABNER DISCOMECT TO EE LOOKOUT N PANEL • EATMpIDOI, EMIAUST PAN TO HAVE MN. CAPACITY OF be Cm NTSIFIITTENT PER ELECTROCAL W Ploww OF BE CTM Mae,., 1 11 ff3lfiiilTYJ:YYL�LL2r11 L2 1us t� 2ri i • LAUNDRY ROOM AND DISHIMIAM R RECEPTACLE SMALL M ORO MD PAULT CIRCUIT-NTERIERER PROTECTION FOR PSRSOIEL ON FMOM • USRNG 1•ETMOD SMALL BE NON METALLIC CABLE PE)R ELECTRICAL PIROVISIOW OP PEOR TTM !D (1e2e1 • ALL KAOF K TO COMPLY UTN ELECTRICAL PIROVUMOW OF TNIE MTTM ED (lel®L • N l8! OF LIONTO MINT EE mm; QFK:ENT TTM P'ER ENFIGENCY) lMe. 11h ED111ON ..eu CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN \\ /1 ------------------------------ OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' ° P-0' METER FIELD VERIFY LOC. I I I 19 I I m I I I I L I I o I 1= I LED LIGHTING C DOUBLE LAV. BATH NI 150 AMP ELECTRICAL RISER NOT TO SCALE. OSTERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATICOO SMALL COMPLY WITH ELECTTtlCAL PROVISIONS OP THE Faf.R TTH EDITIOd (OSSez LOCAL CODES. AND ALL LOCAL POUER COMPANY Mgt UIREMlNTS. E. ALL CONDUCTORS SMALL BE TYPE TWWAI-MN UKLESS NOTED OTNERWee. POUaR CO'PA TRANSPORMOR PROVIDE EO AMP, W440 VOLT. I FWASE SECONIPARL ELECTRICAL MRVICE PROVIW 141 COPPER (CU) IN 142' DIA SCHEDULE N PVC CONDUIT OR PROVIDE 3 -2/6 AUMNUM (AL) N 2'. DIA SCIEOULE W PVT. CONDUIT UNLESS SERVICE IS PROVIDED EY Tw ELECTRIC COMPANY. COOImINATE UTH TW ELECTRIC COMPANY PRIOR TO ETD. \ I I I 1'-6• 1'-6• I LED LIGHTING C� SINGLE LAV. BATH •2 PROVIDE 311M CUTNA • PS CU IN 2' CONDUIT OR a %0 AL, TWIN . W. CU N 2' CONDUIT OR 2/0 AL uA (CONDUIT TO TERMINATE AIOvE SOPPIT . OYSP64AN .) COMBINATION SERVICE ISe I=DSC4NICT SWITCH AND M SLSCTRIC METER IN 1 MILS NEMA NR ENCLOSR E PANEL teLSPMIoIE SMVIGB CANA TELEVISION ERRANICE SKWA= WIRAWcm EGNFMIW EGSMRMr INTERSYSTEM EODNa TERMINAL AT LOW VOLTAGE COIEWIGN S 1 w CU SaRNCE &BOND CON2ECTED TO CCkrIMTE INCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THIS PEnR TTM EDRbN (lEOel DIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd esWngroup.com AA #: 0003325 O � a v C sUNDIV. to L_OTmi ABBOTT PARK LOT #8 BLK. #13 PROJECT# 4181.000-08131 MODEL: 4EBB "1828-CALI" GARAGE DVaNGL RIGHT PARSE: ELECTRICAL PLAN 160 MPH EXP, C ROOM A AWOOMA ipM AR NO 0070 , DA,T : 9/21/21 >dHEET E1 ■ PLUMBING PLAN SCALE. 1/4 . V-0' TO 2• VTRy• VTR KITCHEN SWIG w/ /�/I \��� 1/2• AUTO VENT I � 12, \ I 11 la�'I ei / I 1 IQ'�.1C 1 1 V2� Ir21)r1 1/2' 2. 41 LAv I 3•?•i�'� LAV I LIB 2 WC 3 3 1 I 3• 3 111 2' 6NWR a' co PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesWigroup.com AA 8: 0003325 N A S aumiv. as Vc ABBOTT PARK LOT #8 BLK. #13 Pitoi=Tp 4181.000-08131 moDE2:.• 4EBB "1828—CALI" GAIRAGE 8WIMG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C 2 DATM PANT 9/21/21 8CALE: 1/4"=1'-0" % aHEET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS $HALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT ME LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH C%ALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS &HALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH 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 SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO I'M. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. 1TE• ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY d REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL /-FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG FITTING OR EXTENSION TO &OIL OR WASTE A8 REQUIRED //--WADE 8240-K JOSAM 56WO INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTUSPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 4 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LK+HT O/A OUTSIDE AIR (D THERMOSTAT m PAW-THIR U AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCCNB UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ e2) 48x1 I/d' BHt. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAN COND. ORAN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-S'X8' CONC. FITTING OR E1; ION TO SOIL OR WASTE A5 REQUIRED OFLOOR SLAB CLEAN -OUT (TYU NEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE, 1/4 . P-O' NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWngroup.mm AA #: 0003325 a a 4 IA sulwiv. SagLAT: BBOTT PARK LOT #8 BLK. #13 PROJECT 041 1.000-08131 "00219 4EBB "1828-CALI" GARAGE R WDFG: RIGHT PAGE: MECHANICAL PLAN 160 MPH DR. C 2 DA � 9/21/21 SCALE: 1/4"=1'-0" BHZZT M1 2X4 TOP PLATE PRE -PAS TRUSS 1/2' 0 G. BOARD v2' DRYWALL ---!_ T`)r SECURE BT- — PLATE TO BLAB Wr Wd MASONRY NAIL • 32' O.C. MAX 0,-0. FM. FLR 2X4 WOOD STUDS *24' O'C' ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL NON—BRG. D 1 SCALE. 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 105.11 ROOF 8HEATHMG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS 7 MTL. DRIP EDGE 2x FASCIA PER 1 -0 ELEVATIONS TYPox. VENTED SOFFIT I r I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRl. — a. 4: S/8' GYPSUM EI OR 1/2' HIGH STRENGTH CLG. BOARD 71— 9 5/S' OR 5 1/2' DRYWALL 3/B' TOP CI-IAN EL (25 GA.) V2' DRYWALL 3 5/S' OR S 3/6' METAL STUDS 74' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/S' OR 5 CABINETS AND TUB/SHOIIER 25 "1 BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED I&' DO. AT MD TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH WOOD FLOOR SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' OC. 8' CMU v2' GYP. WL. BD. - WOOD BABE — A W/ WINDOW OPENING UV 1/4' WOW SCREW —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. D1 SCALE, 3/4'•1•-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCIR 905.1.1. ROOF SHEATHING TFI004E88 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.1.3 AND 16055.1. H TYP. WALL SECTION No oPEN1NG NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4.,r-C' UNDERLAYMENT IN ACCORDANCE 1 WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. Y ftA : au Lm 2B GAS LINE THRU BLOCK .,.•, • vr.r•r low �aRirii nrxxT I - Ao coax R12 s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF MAX. WITH O.C. MAWITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 11M.U. AS PER POOR SM.I.I. • EA END ROOF SHEATHING ROOF SHEATHING THICIOJESS AS PER 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SECURED PER SHEET 8NI. SECURED PER SHEET SNI. FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX PRE-ENG WD. TRUSS AX. 2x FASCIA PER ELEVATION$ o. ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING STRUCTURAL 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THIC10688 AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE PRE-E. GABLE TRUSS 5/8, GYPSUM BOARD OR 1/2' ON SHEET SNI. NG WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT A$ PER MANUFACTURES SPECIFICATIONS 112' THICK, 2 COAT-1-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR • a. e C lu a . e a • 4. STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24'Or- 1/2, GYP. WL. SD. - WOOD BASE— CMU _ 0'-0' FIN. FLR •. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-16 IN ACCORDANCE WITH FBCR 2020 -ITH EDITION, SECTION R301.1.3 _ . AND 16095.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/a d'-®' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngmup.com AA 8: 0003325 o fA BU35DIV.BBOTT PARK LOT #8 BLK. #13 PROJECT# 04181.0 0-08131 MODZZ : 4EBB "1828-CALI" GARAGE 8TfWG: RIGHT PAGE: DETAILS 160 MPH EXP. C P2 DATTM. NT 9/21/21 8CALE: 1/4'=1'-O" SKEET D1 2TX6 X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V VJ' X 8' J-DOLT WV W MN. EMBEDMENT W/ 2• X 2' X VS' WA& ER 4 NUT OR W/ (2)14' X 8' ANCHOR DOLTS W/ 4' MN. EMBEDMENT We 2' X 2' X VS' WASER 4 TENT--r [7 �4444� ■'4.4� IJ 4� � � ®I TO BLK W/ u4• rAPK:oNb 1 .1 EMBED. 8' OC, 4' END DIET, I V?' EDIiC DIET. IEl A— I DOLTS. WV 4' MN EMBEDMENT. WV 2' X 2' X VS' WASHER 4 I m. (1) WITHIN 8' OF TOP, f0 WITHIN 8' OF THE BTMI, m (3) EVENLY SPACED. ®I I[Ef NOTES. ALL ANCHORS SMALL BC N ACCORDANCE TO MAHFACTUEWS INSTALLATION INSTRUCTIONS WHERE SUCH IBTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (a)BUCK ATTACHMENT 4C4LN, W-w 2X4. SECURE TO BLOCK WV SAW TAPNCON8 (MN. SHANK SIZE JO MN. HEAD SIZE 3" MN. EMBEDMENT 1 V49 WITHHN W OF EACH END 4 18' OC. MAX SPACING. 2X4, W SECURE TO BLOCK W/3/16' TAPCONS (MIN, SHANK SIZE .146 MN HEAD SIZE 300 MN EMBEDMENT 11149 WITHIN 8' OF EACH END 4 IS' D.C. MAX SPACING. 2X4, BECt#E TO BLOCK W/ V4' TAPCON6 (MN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. E'BEOMENT 1 1/4') WTHN 6' OP EACH EIS 4 IS' O.C. MAX SPACING. 2X6. ® ZX6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WV(2) 3/W' TAPCONS WK2) SAW TAPCONS WK2)1/4' TAPCON6 (MN (MN. SHANK SIZE .MS (MN. SHANK SIZE J45 814AW SIZE .14S MN. N NHE MHEAD SIZE 3" MI N. AD SIZE 300 HEAD SIZE -SW MIN. 8' Cm MN EMBEDMENT 1 VW) MN EMBEDMENT I V4'1 BI SEDMENT I V4') WITHN 8' OF EACH END 8' CMJ WITHIN e' OF EACH END 8' cm WTHN S' OF EACH END V2' ORYWALL 4 W' O.C. MAX SPACING 4 W' OC. MAX SPACNC C IS' OC, MAX BPAGNG, 6' GAR) Iwo P.T. OR 5MIN. V2' DRYWALL V2' DRYWALL IR' DRYWALL EXTEND THOU U FRAME ME 4 El -A. 2Xb DIEDFThCM cm 2X8� DIED EXTEND I-V4' INTO P.T. NAILER SEGUE TO BLOCK Mx4' SECURE TO BLOCK 1'X4' SECUE TO BLOCK 17C4' BLOCK W? 3/16' ILW2) 3/W' TAPCONS P.T. NAILER W Na) 3116' TAPO" P.T. NAILER WK2) V4' TAPCON6 P.T. NAILER TAPCON6 DOOR CASING (MN SHANK SIZE .145 lA6' OSB. X 4' MN. (MIN. SWANK SIZE 145 DOOR CASW. (MN SHANK SIZE J45 (MN. SWANK SIZE .US MN HEAD SIZE 300 MN HEAD SIZE 300 MN. HEAD SIZE 300 1/W' CA . X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 11/4') DOOR CASING MN EMBEDMENT I V4') MN EMBEDMENT I lb, MN EMBEDMENT 1-V4' WITHIN 8' Q EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH MID DOOR CASING WITHIN W OF EACH END DOOR JAMB OR WINDOW 4 16' OF MAX 4 IS, OC. MAX 4 W OL. MAX 4 W OC. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. SPACING. MANUFACTURES DETAILS, ATTACH TO 2X PER DOOR JAMB OR WINDOW DOOR JAMB X WINDOW MANUFACTURES DETAILS. ATTACH TU 2X PER ATTACH TO 2X PER hIANIrACNRES DETAILS. MANIrACTRES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3/4" OR +5/4" w oDOW TO BLACK +3/4' OR +5/4' 2X4: SECURE TO BLOCK WV 3/WTAPCONS (MN SHANK SIZE .HS MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 W' O.C. MAX SPACING. 2X6: SECURE TO BLOCK WK2)%' TAPCON6 MN SWANK SIZE .145 MN. HEAD SIZE 300 MN EMBEDMENT 1 V41) 8. CttV UT14IN 8' OF EACH END 4 W OC. MAX SPACING, V2' DRYWALL 2X8, ® PX4• SECURE TO BLOCK P.T. NAILER WK2) 3%' TAPCONS DOOR CASING, (MN SWANK SIZE .INS MN HEAD SIZE 300 MN. EMBEDMENT 1 WE9 WITHIN e' OF CACHI CND 4 A OC. MAX DOOR JAMB OR WINDOW �'�'' ATTACH TO 2X PER MANIFACTUIW DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" BMEDOW TO BLACK +1 1/2TO BLACK +1 1/2" NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V47 DOOR .IAMB TO BLOCK +1 15/16" ��w To BLOCK +1 15/18" 2X4, SEGUE TO BLOCK WV 3/16' TAPCONS MN SHANK SIZE .Wb MN WRAP SIZE 3" MN EMBEDMENT 1 1/4') WTHN 8. OF EACH END 1 IS'Or— MAX SPACNG.. NOTE, STRUCTURAL 2X MUST BE 2X6. CM ON OUTSIDE 4 SECURED SECURE TO BLOCK TWftOUlW NON-STRUCTURAL UAV 3116, TAPCONS 3/16' TAPCON MN I-V4' (MN SHANK SIZE J4S EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MN EMBEDMENT I VA') WITHIN 8' OF EACH END 8' CM 4 W OC. MAX SPACING. V2' DRYWALL 2X8. ® SECURE TO BLOCK I'X4' WK2) 3/W TAPCONS P.T. NAILER MN SWANK SIZE J48 DOOR CASNy MIN, HEAD SIZE 300 MIN, EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 W OC. MAX SPACING- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTURE6 DETAILS. NOTE, 6141M AS HEEDED TO PLUTD JAMB (DO NOT RDCCE90 V4') DOOR JAMB TO BLOCK +2 1/4" /:.l�N TO BLACK +E l/4TO BLACK +E 1/4" NOTE, SHIM AS HEEDED TO PWMIS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" B NOTE, SHIM AS NEEDED TO PWM5 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/18" `� R TO HIACR +3 7/18' 2X4. RID 2X4, 110 SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3AV TAPCCNS fMN 114' TAPC4" MN SWANK SIZE .US MN SWANK SIZE J45 MN HEAD 61ZB 300 HEAD SIZE 300 MN ET'BEDMENT I VA,) MN EMBEDMENT I V4') WITHIN V OP EACH WITHIN W OF EACH END 4 U' = MAX END 4 16' OC, MAX SPACNG. NOTE: STRUCTURAL 2X "AT BE SPACING. NOTE. STRUCTURAL 2X MUST BE X6, cm 2SECURE ON OUTSIDE 4 SECURED ON OUTSIDE 4 SEGUED TO BLOCK THROUGH NON-87R)CTURAL SECURE TO BLOCK THROUGH NON-8T4NUCTURAL WK2) 3/16' TAPCON6 3/16• TAPCON MN 1-1/4' WK2) V4' TAPCONB MN 3/W TAPCON MN I-V4' MN SHANK SIZE .W5 EMBEDMENT INTO BLOCK. SHANK SIZE .INS MN EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MN MN. EMBEDMENT I VA') 8. CMU EMBEDMENT 1 V41) WTHN 0' CP EACH END WITHIN W OF EACH END S, CI'RJ • W' = MAX SPACING. V2' DRYWALL 4 W OC. MAX 6PACIN0. V2' DRYWALL 2X16 ® I'X4' 2X8, ® 1'X4' � SECURE TO BLOCK P.T. HAILER SEGUE TO BLOCK P.T. NAILER WK2) 3/16' CASING WK2)1/4' TAPCONG I• 4• MN MN SHAN MIN. SWAK 61ZE 14S P.T. X MIN.DOOR HEAD MIN HEAD SIZE 300MN EMBE2ND "Vel- 2X SECUE TO STRUCTURAL MN EMBEDMENT 1 1/4') DOOR CASINGWTHN 8' OMEMBER WK2)12d WITHIN 6' WITHN WOF EACHI END 4 W' OC. MOF EACH END 4 6' TO 8. OC. MAX 4 W' OC MAX 6PACNG. SPACING, IH DOOR JAMB OR W2OIU DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS, MANUFACTURES MANUFACTURED DETAILS. NOTE. SHIM AS NEEDED TO PLUMS SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED V4') JAMS (DO NOT EXCEED 1614') DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3 3/4" NWX TIN RrnVT( �9TIN AlnVT( �v^ n WIN TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdesigngroup.com AA 5: 0003325 q 4 D e Y r m o m S y�pV i LL.) BUDDIV A¢ RAT: ABBOTT PARK LOT #8 BLK. #13 PROJECTILE 0418 .000-08131 MODEL.: 4EBB "1828—CALL" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C EP n PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATIONDATE 1147399 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 12/31/2021 10456.3 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 13972.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 1149643 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 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 20/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.26 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 E KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2022 . MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/Z024 15353A MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 2395S.1 THERMA-TRU Mr. DOORS 6'•8" EXTERIOR DOOR 2020 FBCR 12/31/2021 239SSA THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELTTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single 8Le EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/3112023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 23192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 1S8.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 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.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.mm AA #: 0003325 6d g g5 € a 6 OEMa LAT. ABBOTT PARK LOT #8 BLK. #13 IPROJWT# 04181.0 0- 8131 MODEL: 4EBB "1828-CALI" GARAGE BVf MOs RIGHT PAGIC. PRODUCT APPROVAL LISTING 160 MPH EXP. C L AR NO 93M DATM 9/21/21 SCALE: 1/4"=1'-0" SHEET D3 PI4ff1OR'ED C01411ROL JOIN' FLANGE OF CONTROL JOINTS Td BE IGRED TED TO LATH • 9' O.C. MAX(VERT.A NaM DO NOT FASTEN CCWIWL JOINT TO WALL EVEN P 67M EX16T6 BEYOND EXCEPT STAPLES UW W LEG MAY BE USED TO TEMP. 6EGARE CONTROL JOIN DURING INSTALLATION —� FASTENERS TO BE 8PACED-7 . 1' OG. MAX VERTICALLY / j' Twim ! COAT CEMENT PLASTER W RD LAYER 4, POR?"WR BUILOMG PAPER APPROVED METAL LATH FASTENED r1' (VERTJ OC, MAX AT SUPPORTS UIRB LAYER •I, 971,11000 WRAP WOOD SHEATHING LATH SHALL be NJ" MWEN TIHlOIYGH JOINTS Bur BE STOPPED TIED AT EACH SIDE PROVIDE 2X4 BLOCKING PER ASTM CU068 \ PLACED FLAT MAX. 6' TO S' FROM CONTROL \ CONTROL JOIN MIS ON T MIDI ASF POR l FASTENERS LATH TO BE NAILS OR- / wall,/ STRUCTURAL 61UD STAPLES IN COMPLIANCE IW ASTM C106! 2. ORE TES TO M (NO. B) o,041S' WIRE & BLOCKING 6HOIM MAY BE IN ADDITION/ TO WALL 6TID& REQUIRED PER PLAN t7 O"M" TYPE CONTROL JOINT Ot F0.D NYAW . PT, A O L M. . A 16lslb A 2. GRAK . I•T. r I. CLAM . M. C H/ O"w T ® L FOLD IaYRD . ER. 1 CREAK . Or. r 1. CRIAR. M.c 4I" Fr. C cvm M. r TLL Pr. C TOR6iR 1Rmron 1LE.ERE a ar R'EDITOAR� W1RN 11a111 R AL POLO, m bm OR. NaM APPROVED BUILDING WRAP SMALL BE LAPPED A MINI l OF 6' • VERTICAL LAPS [ROLL ENDS) 4 6' • HORIZONTAL LAPS, ALL 69" NEED TO BE TAPED WITH FORTISER 6NEATM64G TAPE / •nNur.PerA . \ LATH VERTICAL LAP TO BE V n n—ten . METAL LATH I U RD LAYER 6TUCC.O UAMI° .• nN AreR LAr Lou / I UlR6 LA Q, FORTIF BUILDING PAPER JI 2 AEER LAP SCALE, l bU'.1'-0' ® KIC KO UT DETAIL VERTICAL LATH & PAPER DETAIL NOTIL WOOD 6HEAT SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO BUILDI FRAMMG MEMBERS. PME1 THEY SHALL BE TIED BETIIElN SUPPORTS WITH 0,0415-N (121-MM) STUCO WIRE AT INTERVALS NOT MORE THAN S' (229-MMA AS PER ASTM C1063. G S CHAT CEMENT .R LATM LAYER R, DO 6RAP SHEATHING F�OIR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS TINY BE PATOFED & PAPER DETAIL UM40M WRAP TAPE PER MANIP. SPEC OR PEEL 4 STICK � F T! �I ROOF £ I a s —aMTGR TI6N1 a6AL MIND OR .OLDSR �16L11 an, d N�� wTau IDomur R.AMItl AT rmrdl CP wam 4 all NT611KCTICNN REQUIRED TO 8EG1UI?E PIPE) WIRE TO FRAMMG UPW LAYER 4. POWrPB MULDMG PAPER METAL LATH 6k6' SELP-ADHERING MEMBRANE PLASHING OVER 4S.Y SELF-ADWERNG MEMBRANE PLASMMG OVER APPROVED 4'z4' SELP-ADHERING MD ORAPE PLA61,41143 OVER APPROVED MOUSE URAP. W CONT. BEAD OF SEALANT INSTALL APPROVED HOU kJFIAP AIR INFILTRATION BARRIER OVER SMEAT4MG SECTION ee.a=Z=0,1R Exterior use of portlard cameht plasW shall comply with the application req,mmeMadASTM C 92&18b. Ihetalletioh of exterior hadg and framing .hall comply with ASTM C 1083-19s, or ASTM 1787. 41t4' SELF-ADNERM MEMBRANE LL ILASHINQr (COMPATIBLETI WSE / HOU7� WRAPMATERIAL) AOL)OVER \ APPROVED HOLM WRAP. I' OR LE66 PIPE CUT AND OVERLAP ONE SIDE OFF SELF -ADHERING MEMBRANE FLASHING STEP 01 WOOD SHEATHING OR CMU WRB LAYER h, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS CsALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PIPE N.T.S. �w4 tl TION DETAIL (F LEGEND SELF-ADMER64G MEMBRAE PLASHMG OVER APPROVED HOUSE WRAP. FLA6MIN3 TO EXTEND G1410 PIPE OUT AD OVERLAP ONE SIDE OF SELF-ADNEMNG MEMBRANE FLASNIING DRAINArSE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------- — — BUILDINGv PAPER) METAL LATH x—x—x—x STUCCO LL- WOOD OR-111611 ZIP WALL SHEATHINGS SE SELF-ADHE51VE FLA5HING3 — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1,1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. 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.abdmlgngroup.com AA #:0003325 Io x IN ffff gg 0 LU 4LU O L J >,tMDIV. Aa LOT: ABBOTT PARK LOT #8 BLK. #13 Pnon=Til4 04181.000-08131 MODELT 4EBB "1828—CALI" OAXAOE SXINO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 12 AR NO 93M A RR DATE: 9/21/21 SCALE: 1/4"=1'-0" SHEET WA.1 BACKER ROD BACKER ROD UNM LAYER M, BTIYYY] WRAP INSTALL &' SELF -ADHERING MEMBRANEFLASHMG OVER TOP, BIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF TFIE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, A CAULKING • JOINT ALL AROUND PER SECTION EAwW hlhing anc—PWfaInO Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787, r ..: HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING .. LAYER M, STUCCO WRAP U1R6 LAYER 4, FORTIFIBER BUILOW, PAPER 11000 — C'"TUCTION —METAL LATH 6' Crw VINTL CASING DEAD W RAISED BAPC 16' TO W�P aA' M2-- L 6' URDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY BEFORE APPLYIWa Z PLA8FIING STONE VENEER OVER SCRATCH COAT 7 HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ 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 77 ,77177,777 SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING, UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP t SIDES F B 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 L 1 SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WIRE, LAYER 02, FORTIF15ER WILDING PAPER THICK, 3 COAT CEMENT V TO V MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WIRES LAYER 01, STUCCO WRAP WOOD SHEATHING BJRB LAYER M, STUCCO WRAP UARB LAYER MI, FORTIFIBER BUILDING PAPER METAL LATH .TAY TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL M&1WR • 1' Or— MAX $'IIR�A N E� W WDE STRIP SELF A0HE6IVE FLASHING, CLEAN MASONRY BEFORE APPLYIN V FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WOOD SHEATHING I STEP #1 ELEC. METER FIELD APPROVED VERIFY LOCATION HOUSEWRAP BELOW APPLY E-Z BEAD OVER im MIN GRADE 'D' FELT -PROVIDE PROVIDE STUCCO SCRATCH SEALANT AT ALL COAT LARGER THAN THE ELEC. JOINTS AND METER CAN OR METER CAN INTERSECTIONS COME30 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION 8' UM LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING #1 APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 9 STEP #2 WRB LAYER M, STUCCO WRAP B APPLY MIN >* _ GRADE 'D' FELT MEMBRANE FLA MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP UJRB LAYER •2, FORTIFIBER BUILDING PAPER STEP #4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-77"078 www.abdeslgngroup.com AA #: 0003328 a P C 5 evsDIV, ac IO I ABBOTT PARK LOT #8 BLK. #13 PROJECTO 04181.000-08131 MODZrj 4EBB "1828-CALI" GARAGE 9WDM: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C ELAS70MERIC COATING OVER fie' STUCCO/ C.V. FINISH �'/`j' (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP 1*6 OELECTRICAL RECEPTACLE ROLMD A. ABOUCHACRA AR NO W70 , DA IM 9/21/21 SCALE: 1/4"=1'-0" aHEET WA2 WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WOOD W® LAYER 7, FORTIFIBER CONSTRUCTION BUILDING PAPER Vi HAT CHANNEL ]' THICK 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' OAF. • TOP OF WEEP 8011EED TO SHEATHING DEHND WEEP SCREED WOOD SHEATHING WRB LAYER 1, —✓ / STUCCO WRAP THICK 3 COAT CEMENT PLASTER 6' SELF-ADHERENG �` FLASHING WRAPPED i ^ �•� • TOP OF WEEP SCREED TO SHEATHNG BELOW WRB LAYER 1, STUCCO WRAP {�•. ; t i WFB LAYER 9, FORTIFIBER 1 I BUILDING PAPER W ZB LAYER 1,__( i • CORNER OF CANTILEVER STUCCO WRAP ` �v AMICO I I 4'' POSITIVE DRAIN CA STOM CAABING BEAD I Ileeo eroern !� GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. (91 CANT. SCALE, I V2'.I'-10' NOTE: METAL LATH: LATH TO BE PER SECTION R'103.11 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED A PANTED FNIBH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION "' TYPE 'X' DRYWALL W/iflXTURED 4 PANTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASNG BEAD WbOD CONSTRUCTION .WEATHER RESISTIVE BARRIER 1 -WEATHER RESISTIVE BARRIER 02 ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 HEADER (SHOWN FOR CLARIPICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER .2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION EXT. WOOD FR WALL 9=-FL0O0 DECKING PRE.ENGD TRUSS WEATHER ETIR 1 WEATHER RESISTNI BARRIER -2 JJ j' THICK 9 COAT PLASTER METAL LATH WOM SHEATHING LINO GdP N PIlLD (SHOWN FOR CLARFKATIAN OF SEPARATE ACCE60ORIE6 ONLY) I EXTERIOR GRADE Yi GAP FOR BACKER DRY WALL ROD A SEALANT — RAS R3 COAT CEMENT VINYL CASNG BEAD VINYL �� WATER PROOFING Ist- LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. DRIP EDGE STICK) PEEL 1 bTI SET M FULL DED OF 6' PEEL N SEALANT,V MM STICK • DRIP SPACE RWM DRIP EDGE TO FACE TO TREX DECK ' Yi GAP FOR BACKER I Jf'XI V P.T. OR SIMULATED ROD 1 SEALANT WOOD (TREX) FILLER ' VINYL CASING BEAD C42NTDAJOJS WATER PROOFNG 1st I WEATHER RESISTIVE LAYER (2 LAYER PEEL ..t BARRIER -4 STICK) WRAPPED FROM. r .— WEATHER RESISTIVE BALCONY DECK TO l BARRIER ,Q CANTILEVER aw' W PEEL A STICK • DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP SUB PLOOR EDGE ®® 3' X 3. 26 GA GALV. METAL DRIP EDGE - - --•-- SET N FULL BED OF I Y1'X1 ii P.T. OR SMULATE 16EALANT,Jf' MIN. WOOD (TREX1 FILLER SPACE FROM DRIP CONTIN)OUB FACE TO TREX Yi GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING Ist FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL • STICK) STICK) WRAPPED PROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL i .I K 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X• DRYWALL WOOD SHEATHING W?EXTURED N PAINTED WEATHER RESISTIVE FINISH BARRIER 1 WEATHER RESISTIVE it T14M 3 COAT CEMENT SARIMER 4 PLASTER VINYL f.OTdER BEAD d• PrlelTn2 DRAM wi mr: ri VIM'L CASING BEAD NO SAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION XUPN SHEATHING SATHER REO16TIVE AIMFIER 1 °ATTER RESISTIVE AIMER 02 SAF. \ -EEL 4 STIfX I J6'x3' V FLASHING FULLY EMBEDDED N ROOF CEMENT I A' X 3' 26 GA GALV. METAL DRIP EDGE SET N PULL BED OF SEALANT. J1' MK SPACE FROM DRIP FACE TO TREX i- G 1)J'XI )i' P.T. ORA WOOD (TREX) CONTINUOUSYi GAP FOR SMODIFIED w 3/4 RESILIENT HAT CHANNEL W/TEXTURED A PANTED FINISH— J' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 1 ,LEATHER RESISTIVE BARRIER '7 _XTERIORA"N COLUMN GOLISHEATHING L E G E N D 6' SAF. IVx3''L'FLA6NN3 DRAINAGE PLANE (WRB FULLY EMBEDDED N ROOF CEMENT LAYER 61, STUCCO WRAP) x s' 26 GA. GE ME METAL DRIP EDGE _ — — WRB LAYER 02 (FORTIFIBER — SET N FULL BED OF 6EALANTJV MK BUILDING PAPER) SPACE FROM DRIP FACE TO TREX ✓MYL cAe9NG BEAD METAL LATH x—x—x—x WATER PROOFING lot LAYER (2 LAYER PEEL 1 STICK) 934APPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 1116l ZIP WALL �' THICK, 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINTL CLJIB.IER 6EAO J V (SHOWN POR CLARIPICATION OF CIlI�TL ! a!L S iE! mid J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE, NTS WOOD SHEATHING WRB LAYER 1, STUCCO WRAP 2x FRAMING MEMBER j' THICK 3 COAT CEMENT PLASTER WRB LAYER R2, FORTIFIBER 2 1/2' r�+euee neere BUILDING PAPER-------, FASTENED TO SHEATHING ::,.>:.�,.;� �...:........,. :; • 1. O.C. MAX C METAL LATH !' WIRE LAYER 1, THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHING METAL LATH FLASHING FLASHING WRB LAYER 4, FORTIFIBER BUILDING PAPER 14A ORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE 1� 2 1/2' CORNER BEAD (FASTENER 4 SPACING w 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i/ 4 R�CORNER BEAD � BLOCK VIEW FOR CLARITY) 9 1 (ER 1, WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER OW -All WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) SEP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 II o Ed S YR O S aTJmiv. ae LOTt ABBOTT PARK LOT #8 BLK. ##13 PROJECT# 04181.000-08131 MODEL: 4EBB "1828-CALI" GARAGE 8TNiNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 20 D ATM 9/21/21 8CALE: 1/4"=1'-0" SKEET WA3 WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER FLASHIW-s VINYL ANGLED CASING BEAD DRIP CAP - WINDOW FLANGE U1RB LAY STUCCO I WRB LAY BUILDING METAL L J' THICK, PLASTER 6'SELF- FLASHIN WINDOW , CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER I METAL LATH JEXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 4' GAP TYP a' THICK 3 COAT CEMENT f A5G 1NBEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH . STUCCO TO 51pING TRANSITION UM LAYER S2, FORTIFIBER BUILDBVG PAPER 51DING WOO SHEATHING u4= LAT CK -I, WRIS LAYER 51, CO STUCWRAP \ \STUCCO WRAP 'I-- A�lEAtIWx BEAD y� BEAD 6' SELF-ADHEREING FLASHING OR PEEL t STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD BEYOND rlaerlON \� WOOD SI.EATHNG RESISTIVE eSAWERER SISTIVE UNATWER R1 DARTER SIDING yy,,L,�PIi //\ ; VEAL 61 SELF 6-ADNERMGR�Rb < WEARIER RESISTIVE STRIP 4—� mRRIER �STARTER �DARtlER ATMER IR�ESISTIVE \ I OR\y14ASHNG S'SELF-ADHERNS 1102� GALV'D METAL GALYD FETAL '- Z' rLA81.{INS �7'�PLASNN�GyygT�on WOODAiRF1I MEMIDEDR ` � I D TRW MD'ESER S' eWId.ATED ORAPIPROVEEdAP DSEALANT1119,11112 SIDING TO STUCCO ® BLOCK TO FRAME n n TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER MI, 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 ,( �../ ........__...._. WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) `—WR5 LAYER 61, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP CASING BEAD WOOD SHEATHING NOTE: SEALANT TO WINDOW METAL LATH: LATH TO BE PER SECTION ; R103.1.1 / ASTM C-841-14s, MIN. 2.5 LBS. METAL LATH PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS)UJRB I STUCCO WRAP WOOD SHEATHING I WINDOW FRAME I WRB LAYER 02, FORTIFIBER 7. TRuerloN WOWBEYOND SE DIaRINe BUILDING PAPER '. WRB LAYER 01, } THICK 3 COAT CEMENT ; STUCCO WRAP RESISTIVE �DARtllR N�TOSLM PLASTER �ATMER PW STIVE / \ 61rZIK.A O TOP �i WRB LAYER 02, FORTIF15ER XxRevG1LAP81D� / VINYL ANGLED i BUILDING PAPER •,aELR-,AOHERNo 1 BARRIVIRA'"�E1e�41°TIvE CASING BEAD ' �\ / � ER RESISTIVE 1 METAL LATH / �\ �\ VINYL CASMCs BEAD i I StARRReTItlP THICK, 3 COAT CEMENT I `D METAL wL+ (EXPLODED VIEW FOR PLASTER \ ��� WINDOW FLANGE CLARITY) e.ALVD METAL �� n�wAa� ruariw I CASING BEAD ® RAISED y1�,3� SZ;�iBANDFRAME) TER OR APPROVEDARI14ER RESISTIVE WEAR RESISTIVE ALE: I I/2' • I'-0' E-z BEAo VINYL ea WEATHER RESISTIVE BARKER 9 (d"i. RO - PVC BACICER SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME DARtlER 7 9 TRANSITION I ----------------------------- J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER S2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL t STICK OVER FLANGE \ E-Z BEAD VINYL CASING 2X FRAMING (W/3'e' FLEXIBLE PVC BACKER ROD) MEMBER •APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-774-4078 Ww .abdeslgngroup.wm AA #: 0003325 i I i Q 8 EVHDIV. Ee LOT ABBOTT PARK LOT #8 BLK. #13 PROJECT 04181.00 -08131 MODEL& 4EBB "1828-CALI" GARAGE S11IDJG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 22 -------------- ` -AA NO 93723 J mm D � 9/21/21 CASING sCAL.E 1'4"-r-0" sI'ISEET WA4 " CARE SHOULD BE TAKEN N KEEPING THE VENT PROPERLY 9' N-- SHOWN IN 4"GALVANEED ALIGNED. VENT PIPE IS SEALED IFUTL6ID. NALN FLACE USING I-114' NAILS AT EACH CORNER. RCOFNGCEMENT FIIPMNTIOM SHOULD BE APPLIED TOALLSHNQE EDGES NEAR THE OUTER EDGE AND ARCUND THE ENTIRE PERIMETER AS CUT OUT THE GOOSENECK VENT OPENING H THE ROOF RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING N ACCORDANCE -TIE CHART SHDNN. N THE EVENT A MECHANICAL VENT FAN IS CCNSTRUCTiONZONES. USED. SEETHE VENT OPENING IN ACWRDANCE W TH VENTFAN MAt41FACTURE'SPIPINGCWNECTKYI INSTRUCTIONS. DO NOT CUT NTOTRUSSES GR RAFTERS VMEN CUTTINGTHE OPENING IN THE ROOF Firm REMOVE NTERFER NG SHINGLE NALS AROUND THE �F PERIMETER OF THE OPENING SOTHATTHE NALNGFLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING . SAE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES. VENT FIANCES TOIAY CN THESHHEBOTTOM THE TOP OF THE SHNG.E Ir ROOF HOOD VENT DETAIL co HOUSEURAP AT 46' ANSLE R PY N HOI SB~ ANC, *1' MIT LIE OF WINDOW I oFlRING II \ f uD em NALL STEP 1 INSTALL 6'— SELF-ADHERM PLASH M OVMR NAILN6 FLANU JAMBS Mcrm PLAAWNS MIN V Muw SILL FLEXIBLE FL46MM DO NOT SEAL BOTTOM FIN STEP 6 TQv10 FOLD -I 110UBE TUOC F Al WA FOLD N AT STEP '7 NEOPRENEBOOT LL ALM FLASIRJ6 SV SIT. EDGE OF SILL no. 01501AMICALLY FASTEN PANNED wan (CAP NAca STAPLW IOTA" DUPOW FLE)4~ AS n FLASI M6 AT TW FOLD HOUORUE'Al DOW 1TAPE DIA6ONAL OR L ACROSS HEAD OF BFCOW PLUMBING VENT DETAILS SCALE. HTS INSTALL 6' STDE ADFE M - SIACCED FLEXIBLE ILA114IN6 MATERIAL OAR DRIP CAP JOINT (PROTECTO-101AP ET-20d. - 50") 111k� STEP 8 -4*�o WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 3e" WIDE VALLEYFV.SHING 5Bp OR HEAVIER FELT UNDERIAYMENT ASPHALT NT CEME NT CEMENT 6" CF —ERINE -ENDOFSHINLE � ER IN END OF 6HNCiE %TEND END SHINGLE T LEAST 1Z'BEYON. VALIEY CENTERLNE —~OUPPEDOFF —IRATIDEGREES A ROOF VALLEY DETAIL SCALE. NTS APPLY ON Rm (O EQUAL) SEALANT . WNDOW/GMJ JOINT. FLUID APPLIED PLASHNG(LANCO UNITI.ORAL RG-84 OR RQUALA SLOPE BILL TO EX LL TIT s THE CONtAcTORB PMPOMMLTY to VERIFY THE 02-11RATIBILnY OF ALL PRODUCTS NGLI.ON6 HOIISBWRAP. SEALANTS . ULP-ADWNWA42 FLA64N0 MATERIALS UBl0 PURI CONSTRICTION :. INSTALL ALL MATERIALS PER MARA'ACTuwUnS UR!ITTE! BPECIFICATIMIS WSEWUGLL SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. CLEAN AND SEAL JAMS TO BILL JOINTS WITH DM 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL 5E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF SEATER INTFLISION BELOW THE MOM OPENING SEAL INTERIOR PERMETER OF 404DM WITH SEALANT Nam. L 11 16 T1E GONTACTORS MAPCNB®ILTY TO VERIFY THE GOPPATNMLIx OF ALL PRODUCTS WCLUDMG SEALANTS ABELP-AD1ERSb R-ASIIM6 ITATERALS USED cumm CONSTRICTON :. FLAOHN6 AT EXTERIOR IMMOEA AND DOOR OPENRbB SHALL BE INSTALLED N AO=ROANCE UTH M~ACTUR & INSTALLATION NOTRUGTONO AND APPROVED METHOD U OF FDIC RI U IN ACCORDANCE III PET`STRATICN MANUFAGTLUM" INSTALLATION AND FLASHNG MTRUCTICNL 2tpj!La SEALANT6 MAY REACT ADVERSELY P NOT COFIPATUSLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmup.eom AA #: 0003325 4 O H a a a 4 ounDiv. a LoT ABBOTT PARK LOT #8 BLK. #13 pnoi :CT# 04181.000-08131 moDzu 4EBB "1828-CALI" GARAGE SAWING: RIGHT PAGZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C �{p 2 A' 21 a AR NO DATZ 9/21/21 ff 1/4"=1'-0"A5 \ \ 2x6 SUB-BANp W/I'x4' NOTCH END, WRAPPED IN METAL FASCIA WRAP PEEL t STICK !P\ DRIP EDGE I\ T/S' TEXTURED i \ FINISH Is WOOD i \\ 2X6 8U0 1/2' TEXTURED FINISH 0 CMU METAL FASCIA \\ WRAP Ye' FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ �11 ©FLAN B Val TEXTURED FIN04 • WOOD, U2' TEXTURED FMISH • cm METAL LATH { WOOD SHEATHING OR C21W WRIB LAYER h, STUCCO WRAP(PRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLY) �\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY t ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \� \ ROOF DECK (BEYOND) \ ` DRIP EDGE, I' OFF WALL [NOT INTO STUCCO) R00FING CEMENT DRIP EDGE METAL KICK OUT \ \ 1 1-1/5' TEXTURED FINISH 0 \\ \ /WOOD, 1/2' TEXTURED \� J :' i� FINISH ® CMU — - - - —`-- 2x6 SUB-BANp W/I'x4' NOTCH m t END, WRAPPED IN PEEL 4 STICK ® L VAI ION METAL FASCIA WRAP I' OFF WOOD WALL. SUES BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -& SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND WN4'x4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3 SUB BAND DETAIL ® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH g END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 19 ROOF EDGE OMITTED FOR CLARITY AME OR CMU ALL KICK -OUT FLASHING LT 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 WN4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngmup.mm AA A: 0003328 lit! Iz o 3 sVaDIV. ac L02% ABBOTT PARK LOT #8 BLK. #13 PROJECT* 04181.000-08131 MoDzu 4EBB "1828—CALI" GARAGE el►IMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 4 DATM 9/21/21 ECAZZ. 1/4'=l'-0" MWETAU E�TT dd �? 39'41" '-4" 9%8" 3'-2" 15'-10" 9'-8" 36'-2" T-8" TT OP OF " SLAB • I — —FM•12X12 1 — — — 1 — — — FM-1— — — — — %6f / INj24" GONG. SLAB arc a 3 1/2" F-24X24 i 1'-0" 1 FM-12X18 X. END 1.1 SLAB i 1/T 4" PVC 1A CFABE / i� i/ / 0' TOP OF SLAB �i / i� Im N / i� / I i� _ — TE-1— — — — — — „2'-8" 17'-8" I I I 4 7I LL IA 1-EXTEND SIM. I r---, SLAB 11/2" 1A 2 �4" CONC. �� m FM-12X18 m I SLAB a0 W� N I- s 1A �i,•31/2= N a� LL I 510 3, YY I 4 7 1 /2" 1 1A 1 1.1 1. to I L 1. FM-12X18 ,., i_ J MC-12X18 FM-12X18 FMC-12XI 4 4 1. T-10" 10'-2" 4'4" 2'-8' 14'-0" 21'-4" 39'41" Lm Z O At FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWANGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WNDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOVV/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.ONDICATES #5 BAR, @IDICATES #6 BAR, WDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90` HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6.361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #TS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE NTH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR VW wM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.40VER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TE-1 8" SEE PLAN 10' - (2) #5's FM-12x12 17, CONTINUOUS iT - (2)#V FM-12xi8 12' CONTINUOUS 19, (2)#5's (+)0-0" FMC-1208 1T CONTINUOUS 19, - (2)#5's - VARIES F-2424 24" 24" 12' (2)#6 (2)#5's (-)0"4" FOUNDATION PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 w .abdeslgngroupxom AA #: 0003325 A Id It o ABBOTT PARK LOT #8 BLK. #13 P1tOJMT# 04181.000-08131 MOnal. 4EBB "1828-CALI" OAM&OZ awtxo: RIGHT PAOB: FOUNDATION PLAN 160 MPH EXP. C 22 I o 9/21/21CALE: 1/4"=1'-0"x�r s1 30" MIN. EACH WAY HIC FOOTING STEEL REINFORCING IN GROUTED �_ STEEL REINFORCING IN GROUTED r[— •°SPACING M_':�77 N CELL SEE PLAN FOR SIZE AND REQUIREMENTS _ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTSGARAGE ; .I' rz DOOR RECESS H o> p 8" CMU WALL, 8" CMU WALL fII . CORNER BARS, SAME SIZE AS LARGER BAR m B• i m f b i +- '-0" n °I I I IN FOUNDATION WITH 31PLEG EACH d, z y a •_ 0'-0" �v I WAY AT ALL CHANGES IN DIRECTIONS o• TOP OF SLAB ° TOP OF SLAB .. SO THAT THE STEEL REINF. IS CONTINUOUS It ° ~• I MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORI" CHAMFER (15TORY) 18" rANDIMRQUANTrrY - VARIES .° SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB I _IE CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET - T:p. AT ELEV: W/ 1!2" IS^�` `'" CHAMFER (2-STORY) JOINT 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION 8" CHAMFER 0_a (W• • #4 24" APPLICABEE SCHEDULE 3a' .•' (2-STORY) JOINTRE•! •#5 gppLICABLE aSEE SCHEWLE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING R WsD,BARSIZE #6 36• FOR WxD, BAR SIZE I DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (1., 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:34'=1-a 2 scALE:34'=1'.a' @ GARAGE 3 CORNER BARS DETAIL DOOR OPENING 4 — SCALE: 3/4"=i'-0' (1) #5 REBAR VERTICALLY W/GONG. W POURED CELL LAP TOP PLATE A MIN. OF 48" c 8" CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BUM. VERIFY HEIGHT g #4 RREBAR @24" O.C. C CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN z I 2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP O I� 2" CAPPED PIPE O NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ GALVANIZED SECURED W/ 2-PAR7 °� SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/7' W/FLANGE BASE I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH — d e", LINO PLATE EPDXY 5-1/2" EMBED. MIN. 16' OC R i Q FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. • •'a• n SPECIFICATIONS FOR z I BTM AND TOP PLATE ty I § 4" CONC., REINF. W/ SECURE FLANGE TO USE AND PREPARATION OF ANCHORS W/ 1Od x 1 1/2" n • "x6" #10 VNhM OIJ l i SLAB W/(4) 7f4" X 2 i/4" 4• d" w O HOLE. COMMON NAILS FILL ALL 6-MIL POLY ETHYLENE TAPCONS HOLES, DO NOT USE 10d w w w VAPOR BARRIER ON x 3" rc SLAB SCHEDULE s a • II 1-D WELL -COMPACTED O-Y '� CLEAN FILL TERMITE y� [SEE - 0'-0" lJ TREATMENT SHALL BE .P TOP OF SLAB °. S BORA-CARE 4" CHAMFER (I -STORY) .a (2) CONT. #4 REBAR 6" CHAMFER (2-STORY) '1-- ° d.. ° n f •.4�°.•' , #5 REBAR ON CHAIRSIVA (2) 0 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE 72" MIN. DEPTH INTO VIRGIN OR ENGINEERED 301E M� COMPACTED SOIL BOLLARD ADDING BAR TO FOR WxD, BAR 312E AND BAR QUANTITY SLAB HEIGHT LESS THAN T-O' O PER PLAN 5 SCALE: 314'=rna' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP �` v 7 SCALE: 3/4"=V-6" (W/ UPLIFT) SCALE: 3/4"=1'-a' FOOTING W/ BLOCK WALL A LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 18d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4"OTC BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" Or BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING q. WALL W/ SYP No 2 STUDS SEE WALL W/ SYP No 2 STUDS SEE E PLANS FOR SPACING. SINGLE BTM. PLATE TO CI PT. PLANS FOR SPACING. SINGLE '\ CI SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SECURE B7. PLATE TO SLAB W/10d MASONRY BTM. PLATE TO PT. PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL 12" O/C STAGGERED. a Q NAIL 12" O/C STAGGERED. ADDITIONAL METAL 0 m ADDITIONAL METAL CONNECTORS NOT R 8" CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. _ •- 0� POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. •:•, 8" CMU FILLED CELL (TYP.) TOP OF b SLAB a SEE SLAB SCHEDULE SEE SLAB SCHEDULE I 2X WALL FRAMING >° SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST32 BOLTS 5" o'-a' a� a MINIMUM EMBEDMENT INTO tOP OF SLAB TOP OF SLAB e° 'ISOLATED' COLUMN PAO GROUTED CELL, 4" FROM ENDS AND a 5r CENTERED UNDER WALLAND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH a FOUNDATION AND SLAB SEE SCHEDULE ✓! • � • SEESCHEDULE FOR MD, BAR SIZE FOR MD,BARSIZE ./ AND BAR QUANTITY AND BAR QUANTITY i /AL EQ. EQ, SEE SCHEDULE FOR MD, BAR SIZE � � COMBINED EXTERIOR MONO- w INTERIOR FRAME BRIG WALL TO c3• AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD TERIOR 9 10 BLOCK WALL CONNECTION CURB FOUNDATION WOOD WALL (D[N SCALE: 3/4'•=1•-0 (N O UPLIFT) scALE:34'=1'-a' 11 SCALE:34"=1'-a' scALE: 3/4•'=1'-a' (NO UPLIFT) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407.7744078 wwW.abdesigngmupmm AA #: 0003325 ilk V 9 C BvsDly & LOT: ABBOTT PARK LOT #8 BLK. #13 PROJECT* 041 1.000-08131 MODEL 4EBB "1828-CALM' GARAGE EWDFG: RIGHT PAGE: DETAILS 160 MPH EXP. C DATE: 9/21/21 QCALE: 1/4"=1'-0" MEET S1.1A DOWEL PLAN SCALE: 1/4" = V-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngro up.mm AA N: 0003325 19 C 4 -"' atMDIV. a LOT ABBOTT PARK LOT #8 BLK. #13 PIlOJECTO 04181.000-08131 MOOR . 4EBB "1828-CALI" GARAGE BVf MG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C ,DO INT 9/21/21 aIIEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 1a' HOOK GROUTED BOND BEAM VARIES PER ELEV a a d- ° #5 BARS CLEAN OUT REQUIRED 1`D FOR INSPECTION 0' 0 FIN. FLR. TIE ERTICAL REBAR 3 ° TO HORIZONTAL ❑ 4 REBAR W/1a'HOOK 1_ BAR SIZE F48 BAR DIA #3 1 18" CMU UNIT DIMENSIONS h 3p' ARE NOMINAL SIZES *7 MASONRY SYMBOLS HORIZONTAL/VERTICAL 3 SCALE: 3/4"=1'-a' �� REINFORCING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND <d SPACING REQUIREMENTS m amU D w 8" CMU WALL � TOP OF SLAB 4' TOP OF SLAB SEE SLAB SCHEDULE EXT. PORCH SLAB BAR SIZE 48 BAR DIA. d d 4" CHAMFER (iSTORV) W/ 1/2" ISOLATION #3 18" h D 8" CHAMFER (2S70RV) JOINT (VrHERE • #4 24" .d= APPLICABLE) MATCH STEEL #8 39' a REINFORCEMENT 36" 6" PVC CHASE Zr PER SCHEDULE 8" PVC CHASE THRU FOOTING THRU FOOTING MATCH STEEL SEE SCHEWLE REINFORCEMENT FOR W%D, BAR SIZE PER SCHEDULE AND BAR QUAR PVC CHASE 4 THRU FOOTING SCALE: 3l4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774.4078 W W W.abdesipgroup.com AA #: 0003325 t C Sujmly. & LOT. ABBOTT PARK LOT #8 BLK. #13 PROJECT# 04181.00 -08131 MODEL• 4EBB "1828-CALI" GARAOX 8WING: RIGHT PAOM- DETAILS 160 MPH EXP. C va F_fiT v:—x}I'ki DA 9/21/21 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 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 @ 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. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.GA = TOP OF ARCH /T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (Psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB! MASONRY 3000 8x8 (1)M5 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES -------------------a L----- --------- A --------------+ 8F18 MIN-1T/OM/iB 17,3" BTM. OF LINTEL (M T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdealgngroup.mm AA N: 0003325 4 q r�r jp�u�t C SvsDIV. ac LOT: ABBOTT PARK LOT #8 BLK. #13 PROJECTa1 04181. 00-08131 MODZI.: 4EBB "1828-CALI" GARAGE SKIING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ROIJUD A \ AR NO 937?3 I i D` 9/21/21 SCALE: 1/4"=1'-0" S?IEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-d' Ota� PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. pJ€�� NOTES TO THE INSPECTOR/CONTRACTOR TYR 8k8" 1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING[ 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. e'k18" b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM -• 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#5 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F = FILLED WI GROUT U =UNFILLED NOMINAL WIDTH # OF #5'S, IN 2ND BOND / BEAM COURSE 16-1 T/ 1 M/ B NOMINAL—�� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 MOOS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX. 1T)OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- lTn M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST +3114. 4 WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0" 8xl6 DBL BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM T W/(1)#S BAR .,eBOND 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) 95 BAR (1-2)LENGTH OF BAR = WIDTH OF MASONRY OPENING -2" BEAM DESIGNATION OR n Bx8 PRE -CAST CONCRETE L SCALE:-'=1'-0' LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS 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 1B" 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 11/4")w FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH ENDAND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK EA END OSB SHEATHING WALL ARCHWAY FRAMING DETAILS SINGLE #5 CORNER BAR, 30x30 TURNED UP I - -IZ BA TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdwlgngroup.com AA #: 0003325 Id Gi a mill mm aUDDIV. La LAT ABBOTT PARK LOT #8 BLK. #13 PROJECT 4181.000-08131 MoDEL.• 4EBB "1828-CALI" GARAGM >SMING: RIGHT PAGE: DETAILS 160 MPH EXP. C 22 mm DATM 9/21/21 BCAL.E: 1/4"=1•-0" sklz= S2.IA A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TOTRUSS B-(2) SIMPSON HETA16 TRUSSANCHOR WITH (12)16d x 1 }" NAILS TOTRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWM) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (18) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFA AALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP 02 2' x 4", 8", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) STYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) BCALE:34"=,'-a' SS 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 518" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/(2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRUSSES 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) iOd x 1 ?' NAILSTO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNAALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4", 6", 8" x 4'4' MAY BE ADDED W/ 10d NAILS, 2 ROM, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. 1—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e' x 5" TITEN HD TO CMU AND (12) SDS t' x 2 ?'TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS �' x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WATH 2x SECURED W/(3) 16d (2) i' x 5"TITEN HD TO CMU AND (18) SDS GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8886 LBS (2 PLY MIN.) 2a 2b 2C TYPICAL ROOF SCALE:3/4"=V-a' GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl/2 HDG NAILS ®EACH END, TOTAL OF IO FLOOR GIRDER iTT4 W/ 5/8" A.B. WITH AIN. 7" EMBEDMENT TO SLAB 8 (18) 18d x 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING 12" O/C STAGGERED. ° ADDITIONAL METAL 12" GYP. WL. BD. CONNECTORS NOT y°�.� a' REQUIRED WHEN NO .S e.. UPLIFT IS PRESENT. 5 GIRDERNVOOD POST CONNECTIONS q� SCALE: 3/4"=1'-a' FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE: (NO UPLIFT) ^y NOTCH DEPTH 1/4ro v x�7 OLE EDGE>5/8" I' OLE DIAMETER <z/SroscL STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE>5/8" 01, BTM. HOLE DIAMETER PLATE < 3/5'D D.L. STUD STUD NOTCHING AND BORING LIMITS � scALE:1 vz'=r-a' e-O' MAX "IIX41 OR 1a-O'MAX(W/ 4) # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL At 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 8 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORDOF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-0'O/C —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA TRUSS (DJAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X' BRACE 30'-I TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER (2) W' BRACE DIVIDED EQUALLY FROM CENTER TO END, 2x WOOD FASCIA SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES MERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W/ 12" DIA. ANCHOR BOLT W/ 7 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 W/ (2) 1Od's ® EACH TRUSS TO BE INSTALLED@ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS � � 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 LONGAS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HI OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. aAjER��� 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h ;a iS �tc t C Mo avaniv ae L/OT ABBOTT PARK LOT #8 BLK. #13 Plt0n=T# 04181.000-08131 MODMI.: 4EBB "1828-CALI" GARA*Z winwo: RIGHT PAGE: DETAILS 160 MPH EXP. C SE 2021 No DATE: 9/21/21 acA m: 1/4"=1'-0" aMEET S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X' BRACE 30'-1"TO 60'-0(3)"X'BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE e CENTER (2) W' BRACE DIVIDED EQUALLY ALLY AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10'HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES C 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17, O/C AND APPROVAL SECURED W/ (2) 12d% MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN scALE:34"=r-n' PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS O.C. G PR SHEATHINGE-ENG'D WOOD SEAMS) (BLOCKING TRUSS (TYP) ® 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 32" OC MAX. SECURE GABLE T02x8 P.T. PLATE W/ 126% 8" O.C. MAX CONC. POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED Q 101-9'O C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3l4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngmup.com AA 5: 0003325 Ayf i u� a GI S O aysniv ee LOT: ABBOTT PARK LOT #8 BLK. #13 PPtDJICCT# 04181.0 0-08131 MODZ a 4EBB "1828-CALL" GARAGE OWWO: RIGHT PAGE: DETAILS 160 MPH 2 I::] Dw M 9/21/21 aCAm 1/4"=1'-0" SPECET S3.1B GAeWE-END '�'�` 'f HIPROOF 1P- ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.50 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 1so MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT:-1-0.18 DLAPH ROOF RAOM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32'STRUCTURAL SHEATHING EXP 1(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 @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WIN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILESTR. SHANK ASTM IOd RING SHANK 2 12' 0,131 F1667 S 170.000 ((1118 20 RINGS RSRS-03 8d RING SHANK 2 3/8" 0.113 SCREW SHANK PER INCH ) RSRS RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 FlS67 SCREW -NAILS RSRS-01 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 Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2F.. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 1 Od NAILS @ 4" O.C. ON EDGE AND C O.C. IN FIELD NOTE-- ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Bd RING SHANK GUN NAILS G-C, TOP & BOTTOM EDGE6 Z b� i� 8 ft - HAF IEH OR THUSS ROOF SHEATHING O � 3 m U BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING OVUM GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"0, C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS Wy (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RING SHANKGUNNAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` C.". DECK SCREWS @ 6'-8-O.C. MAX EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2D20, 7th EDITION ACI 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD.FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE NARK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHNL BE 3W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NONBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC, SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL&ABSONGROUND WERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6INCHES AND SEPLEDWiTHADHESIVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 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 DS" OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH" AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL" TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS' W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. " CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. 20 psf TOP CHORD non-oonw M TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0. 036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDUNG, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, 10 psf BTM CHORD non-wncurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER W ILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOAOS FOR THE ROOF PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO 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 WTH ANSI/ASCE 7 88: iB90. 10 pof TOP CHORD 20 pet TOP CHORD (7 pef 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' 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FSC 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: 40paf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psF, SLEEPING ROOMS: 30W, STAIRS: 4GPsf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE 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 W THOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM CAI, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MI MMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFlEDIN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SWILL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTI NGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SWILL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND'OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GE -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE" SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMER CAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 2500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEA500/A500M, 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETEFILLED IN THE SWOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRORTO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED I N ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREM84TS OF ACI 318 AND ASTM C94/C94M OR MEASURING MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIM:4TAMxED WIEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM W-EN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIELITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHNL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUADATIONS)c e FOR CONCRETE EXPOSED TO EARTH AIAORWEATFER 1417 FOR 05 AND SMALLER T FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1-12"FOR BEAM AND COLUMN PRIMARY REINFORCE.TENT, TIES, STIRRUPS DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASEDON ASCE 7.16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIDATON I. -U-TON S13E TYPE REMArd6 1-TFURRINGTO MASONRY ICONC. CASEHARDENEOCOIL NAL 11?LDNG. BOF. GPRAGB. Bl1CK TO -ND 110'aA NO WASHER TAPCON MA9oNRY FASTEfJQi BO,C 1113°EMBED., n"ENJDIST., 112°EDGE DUST. DX. EXT. DCORE 1PT, 6EEN0TE6 CASE MPADEIED CqL NALI-UDNG. 6'Ox: STAGGERED WWWWIopOR/FA6TENED Iwo MABGNRYIOGNC. OARAGEDD0E_ To MAw RYIWNO. E%PA NSIONBOLT t40.o (b0'DW 3I.o.O (1?DWI) . B°EDGE DIET. Wl-BD -EwwO@I.- s"oC wINDGwIDOORIFA6TEN® METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING 1. PTSEENOTE6 NaL-LORG. 6TAGGERED wro MABJNRYIOONC. REQUIREMENTS EXT.$WING DOOR (R)3116 'FTAPCON' 16,OC 11?'EMBED BEND. 6UCKix PT EEENOTE6 NO WAENFR A6TNER a6T., 11. EDGE_ 3TOSNDOW BUCK 6.138°PAFxi t,e^ 9'O,C A"END. DIET., 11? PT COL., SFE NEEL OTEB W/WASHER 6TAOOERED EDGE CI6TNoTo 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 HRILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5, FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6, W NDOW 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. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774-4078 wwwsbdesigngroup.com AA S: 0003325 J h m k Bi D° O � II O � S �yRQjL 4 SUDDIV Ag Ljotil ABBOTT PARK LOT #8 BLK. #13 PROJMTF11 04181.00 -08131 moDmul 4EBB "1828-CALItt GAVLAG E 8VrW0: RIGHT PACE: DETAILS 160 H E C 2 DATE: 9/21/21 scAL.E: 1/4"=V-0" skim= S 1V 1 Ab ft (DTRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MA) O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FAS( rno�.ln 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JO A WOOD BY OTHER D BY OTHERS 2-1/4' (DSTAPLES INSTALLED EMB. THRU SOFFIT AND J-CHANNEL AT NAIL 1X2 WOOD BATTEN O HEM AND IN VALLEYS 1 STAPLES INSTALLED OFFIT 1D 12" O.C. MAX (INTO (DWOD) IN J-CHANNEL J-CHANNEL DETAIL B Q O O�° MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR I-2X2 WOOD BATTEN 10 10d NAIL AT EACH TAPLES INSTALLED O TRUSS/JOIST/ RAFTER THRU SOFFITAND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR Q TAPPING SCREW, O STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS Q j' MAX.--c4Io- DETAIL D O STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT-rl Q J-CHANNEL J. h 11CTA 11 C J'l,fl/11VIVGL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION O 11 1X2 WOOD BATTEN r-2X2 WOOD BATTEN 10 O SOFFIT--1 NSTALLATION SCREW, Q J-CHANNEL- BATTEN ATTCHMENT ® 8, FASTENER SPACED 24" gO MAX O.C. L INSTALLED @ DETAIL C 2" O (INTO 7O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR SPAN 'L' VNDTHEAVEWIDTH (ROOF(ROOF OVERHANG)OVERHANG) ONCRETE; "bl'ANAVE CMU OR WOOD (NOTE:1)CONCRETE; CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D'SEE DETAILE (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL SINGLE SPAN W/JI-CHANNEL J-CHANNEL @ WALL, FASCIA@ FASCIA END J-CHANNEL @ WALLAND FASCIA END -TRUSS/JOIST/RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT Q 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) -WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. .375 .49 3.625 3.625 66 5 08 .03 12 DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdeaIgngroup.mm AA #: 0003325 h 6NJ aUDDIV Ae LOT: ABBOTT PARK LOT #8 BLK. #13 P1tOJECT# 04 81.000-08131 WODEIa 4EBB "1828-GALS" GAtAGE aWWO: RIGHT PAGE: SOFFIT DETAILS 160 MPH EA W wTE 9/21/21 CALF: 1/4"=1'-0" 112= sD1 v