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HomeMy WebLinkAbout7672 Sail Clover Ln99 0 9605-4EHB-HAYDEN9 ALL WORK SHAL Sul ��NG ITH REVAILING C01DE, CODES FLORIDA NATIONAL ELEC'iRIC CODE, AND HE OF ZEPHYRHILLS ORDINANCES HOMES RE\IIEW DATE S CITY OF ZEP"Y t�9 PLAN E 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 -FLORA G CoM j� ABV. ABOVE [AV, LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE 1GIGIGG IG�Gw^v Gm (IMON (2000) -�. . AIID S!A!R tbDaS -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -IIIN. INTERIOR FINISH - CL!ISS B A/C ADT AMP. BD CL CAB CUL AIR CONDITIONING LUM. ALTERNATE MFa. AMPERAGE MIN. BOARD M.T. CENTERLINE MTD. CABINET MTL CEILING LUMINOUS MEDI AEA T MINIMUM MEFALTHRESHOLD MOUNTED METAL NOT TO SCALE 0648M 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION DID SET ISBLED PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN 02A3A& ADDED ELEV.'J' A K WITH SIDING PER MARK BODES 024M DID SET RE -ISSUED SAS FOOTING REYIS• IONS PER M. Bd{E:B TAMPA, FL 33637 -BASIC WIND SPEED - Vult=160 MPH CIR O'C. CLEAR O.C. GNCENTER PG AlA-FLOOR PLAN SECTIONS/DETAILS 06A6A6 I -,JOISTS INCORPORATED INTO MASTER PLAN TEL: (813) 740-9720 FAX: (813) 740-9715 Vasd=124 NPH :WOSURE - C 1-STORY RESIDENCE - -2-STORY RESIDENCE - HAX. HEIGHT AS PER LOCAL CON, CPT. C.T. D. DBL. CONCRETE PL CARPET PH CERAMIC THH. E P DRYER PLT. DOUBLE PLYWD. PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PG A2—SECOND FLOOR PLAN PG Aid —FRONT &REAR ELEVATIONS J" PG A4d—LEFT & RIGHT ELEVATIONS "d" mb/16AB CONSTRUCTION DOCUMENTS RE -ISSUED_ OSMAB ADDED VALLEY FRAMING DETAIL, UPDATED DOLLARD DETAIL STATE CODES DO, DIA. DIM. DISP. D. DR. D.S. DUAL GLAZAND DIAMETER ED P T. DIMENSION R. DISPOSAL RAD. DEEP R.A.G. DOOR REF. DOWNSPOUT ILA DETAIL R.O. PRS SURE TREATED RISER RADIUS RETURN AIR GRAL REFRIGERATOR ROOM ROUGH OPENING 0U26A9 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SI2A PG El —FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN OZA6A9 PLAN MAINTENANCE STATE OF FLORIDA .I?"l'. CALO. S 034" REVISED LINTEL SIZE AT FRONT ENTRY DOOR OM6A9 UPDATED LEDGER BOLT SIZE 4 SPACINGDTL. IST PLR LIVING 1104 SG. FT. mA n9 REVISED I -JOIST LAYOUT PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SOUDCOREEXTOR PG DI —DETAILS ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 2ND FLR LIVING 1501 $a FT. TOTAL LIVING 2605 'Sa FT. GARAGE 43, BQ. FT. FORC11 ELEVS'J' 43 Sa FT. TOTAL ELEV'S 'J' 3006 SCI. FT. SKM FATIO W SFT. O. EA. ELEV. EQ. EXH. EXT. F.G./FX. F.G. FIN. M. FLUOR. FR. DR. FTC. GA. GAR. GASP. G.F.I. OL. EACH S.D. ELEVATION S.IL EQUAL SIT EXHAUST SHTF G. EXTERIOR SHWR, FDIEDGLASS SMI. FUEL OAS SL. FINISH SL.GL FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP. GAUGE T.0, GARBAGE DISPOSAL T.00, OP, G�ERRUPTER TGIRCDT TA.S. GLASS TYP. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION THICK DOLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL 06/2U6 ADDED LED LGHTS TO KITCHEN ( BATHROOMS PER MARK 801ES PG D2—DETAILS PG D3—DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WAS ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WAS —WALL ASSEMBLY DETAILS 0TR3A9 ADDED sme OPTION TO ELEVATIONS 'G', 'H'. 'J' N TC' OWSM LEDGER BOLT SPACING REVISED 10/25A4 ADDED OPT 8'-V CEILING VIEIGHTB 0V01J20 REPLACE LISP COaECTOW WITH SM %M C*, ECTORs 08SWO REVISED DETAIL ON "ET D2 OFT. 8'-0' C.6. W.T. O440J20 RtVISED STAIR SECTION DETAIL FOR OPT.6'-0' C-G. HGT. 0d01J21 •MiO FDC UPDATE 03AMM ADD SOFFIT DETAILS STRUCTURAL SHEET # DESCRIPTION GVP. BD. H.B. H HDR. GYPSUM BOARD U.N.O HOSE BIB HOLLOW CORE V.P. HEADER W. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER OSOM41 ADD FLAT HEADER * ,'-6' AFF. (6'-0' CLG ONLY) PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS DRAWING / CONTRACT DOCUMENT 0C. M41 ADDED 20' FOOTER OPTION REVIEW BY BUILDER HOT. OR HT INS HEIGHT Wi INSULATION WD. WITH WOOD PG 31.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 1IF NT. INTERIOR W/H W.1. wnTERHEATER WROUGHT IRON PG S1.2A-DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES SE PG S2.IA—DETAILS ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A—SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3—FIRST FLOOR FRAMING PLAN - IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG 33.1A—DETAILS PG S3.IB—DETAILS PG S3.1C—DETAILS PG S4—SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2—SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5—SECOND LIFT BEAM PLAN AND NOTES PG S5.1A—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNl—DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SDI —SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.mm AA #: 0003325 h C �y 2 0 aTJSDIV. Nle LOT: ABBOTT PARK LOT #6 BLK #13 PIeOJECT# 041 1.000- 6 31 MODMU 4EHB "2605- HAYDEN" GARAGE SWIMIG: RIGHT PAGE: COVER SHEET 160 MPH EXP. C NO rw A 09/21/21 CAIM: 1/4"=1'-O" sEET C1 GENERALNOTM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE NTH 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 (ZO2D) 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 R3012.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAILTO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-M INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.481"SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302A THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPUED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1 7- 1 55 20 2 El. 1 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'-0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOORSHEATHING FASTENER SCHEDULE ONSHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 2V AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUYBNIG 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 %a'AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P26032. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR 14NISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C 1063-198 & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-198 & 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. RtE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. EXTERIOR CEIL" 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 10 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . COKV MCT10N OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES 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) SU 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdmigngroup.com AA N: 0003325 o 9tWD1V & LOT: ABBOTT PARK LOT #6 BLK #13 PTROJECTp 04181.000-0613 MODEL: 4EHB "2605-HAYDEN" GARAGE SWUM: RIGHT PAGE: GENERAL NOTES %160 MPH EXP C � A I& 09/21/21 scALE: 1/4"=1'-0" slimET GN 42' WIGH MALE HALL UV CAP (2) LAYERS OF V4' PLYWOOD OR (2) LAYERS OF 1/4' SUB FLOOR MATERIAL RIM" I.-,. SOLD "LNG AH U SECURE TREADS TO 61RNGER TAG SUB M-OOR WKS)E 3' SCREWS • EA GLUED C 6CREU,FD STRIYdR UNTHREADED SHAW PER FASTENER f.W4' TO EMEND BEYOND TMICKNESS SCHEDULE 1-4 Q SUB -FLOOR SHEATMNG 74 � I T A TTXT THE CLEAR SPACE BETWEEN V-4 3/4' 2NO FIN. FLR 1 1/2" THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL a 36' AS PER FBGR R311.1.8.Y e'-0' BFr.. I-GT. W/ 2X4 RE-RFORGMG / PRE-ENG'D FLOORING-z LL NOTE: 42' K V2 WALL w/ / SYSTEM (SEE FLOOR FRAMIPIG SFEET) NOTE, HANDRAIL ENDS SHALL BE O a CAP STAIRS RULERS TO CON•ORM TO MICR RETUNED TO THE WALL OR Zw q t IC r Q rJOK N4IKATE I' MAx. NOSING I®. STAIR DATA: ISR 1 152' ttN EDITION f2020) ATM• T�'1'D'I°' MAX RBER-T 3/4' 3/S' MAX VARIATION N RISERS/TREADS ADJACENT TO @AGM TERMINATE INTO A NEWEL POST. w m MIN. 14 TREADS • I®'• V NOSING OTHER SW MAX. VARIATION N ANY RMR/TI READ WA -GRAIL CIRCVI-AR J CROSS TOT 1 V4• ••V4' S T 0 R. OR VIVESECTION UIV @GLNALIM SPABILI WIDEM- MN. , • NOTE: / NARSPASIL0 ROM N. III DMANORAIL 34' 3-2xI2 GYP OTRNMR NARROW EROW ND MN MINT. I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I#'s 2' OR A NONCIRCULAR CROSS SECTION WITH A RERlORCED UWX46R UPOONT. al OF PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/4' AND 0 DIM. VARIES 0 ■ 61 R oa pL-400 OR 61MILARE . -ENCLOSED °cce661BL@ SPACE R+ocR STAIRS SHALL WAYS WALL6, UNDER STAIR SURFACE AND ANY 60141T6 A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 10 2 EA HORIZONTAL RN PROTECTED ON THE ENCLOSED SIDE D1 . / 12�x•D UNT17 V2 GYMl1 BOARDS. POOR 3021. NG 2. THIS RAILISYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF TOP PLATE 9 • E4 S�TION ISEER SECURE Umd W-S' D.c. FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY 0'•0' FIN. FLR DIRECTION AT. THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE m4 ATTACHED UV led SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM MASONRY GL@ RW INTO LAID wniIN 6' STRESSES- PER SECTION 16018.1 / F.B.G. 2020 OF @ACM WIND. 32' Oa MAX. BAR DETAIL A SCALE, la'•I'-m' STAIR SECTION B SCALE: I!1'-1'-0' HANDRAIL SECTION C SCALE, 3/4'.I'-m' HDR. DTL. D SCALE: I/2.1'-0' NOTE, HEADER FNISH TO BE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 wwwsbdeslgngroup.com AA #: 000332E s� sunDIV. Ae LOT: ABBOTT PARK LOT #6 BLK #13 PPtOJECT/ 04181.000-06131 MODEL: 4EHB "2605- HAYDEN" awiewaE SWUM. RIGHT PAQZ: FLOOR PLAN SECTIONS / DETAILS %160 MPH EXP. C SEW Dan"A 09/21/mm 21 BC,h=:1/4"=1'-0" SHEET A1A .•. 'I ,. •.• y; a� 4 '0 i .•14 •i „ ma 501mml o• o I = I I - I SECOND FLOOR PLAN SCALE, 1/4 . 1'-fd 1 N. RONALD REAGAN BLVD. LONGWOOD, FL $2750 PH: 407-774-6078 FAX: 407-774-4076 www.abdosigngroup.com AA M: 0003325 flet 4 sLMDIV. Sag LOT. ABBOTT PARK LOT #6 BLK #13EC PROJT* 04 81. 00- 6131 MODEL: 4EHB "2605- HAYDEN" CARACE HWUM: RIGHT PACE: SECOND FLOOR PLAN 160 MPH EXP. C DA 09/21/21 sCALE: 1/4"=1'-0" BHZW A2 SHINGLE ROOF FYF'ON )S'X48' DECORATIVE SHUTTER OR ECUIVALENT IT'-4' 2ND FLR, _ B�.RG HGTRCs HGT 6' RAISED ELAND (TYP.) V-4 3/4' �, 2ND FIN. FLR.(0 8'-0' BEG. HGT, o ENT 4' RAISED BAND (TYP.) 0'-0' FIN. FLR 1411 IT-4' 2ND FLR#, B- 9'-4' 3/4' 2ND FLR FIN. FLRIBRG. HGT. B'-O' CLG. HGT,, _ I I TYP. I I I I I I 0'-0' FIN. FLR, 25'-4' BLDG. HGT -LAP SIDING AS �A. ■■ ■■ �' - 1111■. 0, I"' I ■■ I�� - - III, = FRONT ELEVATION SCALE. V4 . I'-0' TEXnmD F ISH REAR ELEVATION SCALE: V4 . V-0' TEXTURED FINISH 9'-4 3/4' - ND FIN. FLR B'-0' CLG, HGT. 6' RAISED ELAND OPT. COACH LIGHIT ,L 0'-0' FIN. FLR F11g 2ND FLR Fia. HGT. 9'-4' D FLR. -- YFIN. 3/4" FLRJBR2NG. HCTT. _ ,L0 0 FIN. FLR. AMA OF ATTIC = ISM SO, FT. NET FREE VENTILATION AM RECRARED 11300 KWIRM VMIILAnON AREA 1585 mm = 5.28 VENTLATION AREA SQ INCHES PER Fr.(144) = 760U8 SQ IN. NN. REQUIRED VENTILATION = SX 78Qd IN UPPER PORTION OFATTIC 380A 50. IN. OFT RDOEVENTILATION AR FA 115 SG IN. PERVEM 380A /115 ALi OF VENTS REQUIRED 130M TOTAL i OFVENiS PROVIDED AREA OFATiK 157NE PEBNTER OFTNE HOUSE, lffi THE OYBINANG EMEROROF WALLTO E7fTERIOROF WA NOOVERHANGSINCUIOED IN' THICK 2 COAT CE PLASTER APPLIED DIRECTLY TO MABONiT----\ 45AW GALV. 'L'-TYPE PLA614NS SET N ROOFNG CEMENT PIEERSLASS SHINGLES WAlOERLAYYENf AS PER POOR 1061L ROOF SHEATNIM THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE SIMPSON LSU-26� 2.16 6YP RAFTERS OR PRE-ENGV TRU66— MOO, SLOPE PE� ELEVATION MN 1/16' 06e SHEATHING GUSSET TO BE SECIR4E0 TO 2X6 MEMBERS W1 Ad NAILS Y = i PCRMETER— OPV60N LU6.26 W/ (4) 10d'A TO LEDGER MID (2) led's To 2..6 JOINT I'-4' OG. 4 UNT14N 6' OF EACH END MAX. SET N SNIP" HIGH OTIREIGTH E)0'IOX1' 32' OC" 4 WITHN 6' OF EACH END MAX. 6ET N SI PSON HIGH 6TRENGTH EXPDXY 6' MN EMBED. CHANNEL FOR SOFFIT Dl'OVRHANG DETAIL - 112 - F-0' ENGINEERED WOOD TPPJME8 • 24. Or - SUBMIT SHOP DRNUIIG6 SEALED eY PROPESSICNAL ENGINEER POPE REVIEW AND C0HPONTS PLYWOOD SHEATHING SEE STRUCTURAL 2ND PLR eRG. W.T. ROMNS AND PLAGNIM WI DRIP' -TMOS STRAPS APO ANG.Wft EDGE PER MNIW WARRANTEE RSS Wrl=?URAL REGWIREMEIT6 U~ FASCIA WITH BREAK METAL MASOIRr SOFO i9 6TOWTi81141. DR.NT W. 2X6 WOOD FASCIA ORE STR)G7URAL FOR FASTENERS n J VEINED SOFFIT PER ATTIC CA=* 112' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TI M PER ELEVATIONS 2ND FLR WIDOW PER PLAN RAKE SOFFIT DETAIL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigng,•oup.com AA #: 0003325 0 E. MO aunDLV. 89 Lo . ABBOTT PARK LOT #6 BLK #13 PROJECT# 4 81.0 0-0 131 MODaZr. 4EHB "2605- HAYDEN" OAREAOE STIDM: RIGHT PADS: FRONT & REAR ELEVATION "J" 160 MPH EXP. C K1 DATE, 09/21/21 aCAL.S: 1/4"=1'-0" aIiEET A3J 12 5� OFF RIDGE VENT B TYF'. IT'-4'2ND FLR, FLR ______-__ BRG. "T. — - — - _,SIT-4'2ND BR'+. HGT. _0. 0'-4 3/4" 2ND FOR �, 9'-4 3/4' 2ND FLR. NG FIN. FLRIBRG. T. ------'—1i- ^------- — - — - — - — - — - — - — - — - — - — - — - — - — - — - - -- FIN. FLR/BRG. W.T.' GLG. HGT4 _ _ S _____ _________—_____________________ HGT. __—A8'-O'BRG. • ENTRY 0-0' FIN. FLR _.'-------^-- ------------------------------- --- - ----0'-0' FIN. FLR. LEFT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH OFFR�I$ T 2 5 TYR I1'G' 2GND FLR12-______ ,lR T. T. II II S'-4 3/4' 2ND FLR. II I I V-4 3/4' 2ND FLR. FIN. FLR ------- --------------^--------------------I 6-0' BRG. HGT ------------------------------------ 127— -- FIN. FLR 8'-0' GLG. HGT. • ENTRY --- —J _____ I 2'_0 II 4D TYF'. I 0'-O'FIN. FLR4 -----------------------------------'--- I I ------- ,�0'-O'FIN.FLR C RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774-4078 w Abdesigngroup.wm AA #: 0003325 h W � J O 8UBDIV. & LWOM ABBOTT PARK LOT #6 BLK #13 PROJECT* 04 81.000-0 131 MtODEI: 4EHB 2605- HAYDEN" CAItACE 8WINC: RIGHT PACE: RIGHT & LEFT ELEVATION "J" 160 MPH EXP. C 3 ff 09/21/21/4"=1'-0"- J ELECTRICAL LEGEND SYMBOL DEFINITION NOTES DSV OUTLET fo AMP *Nate PCI.E Nov OUTLET lh v CUTLEr V) OIRLET WELD TOOP *WITd --F�i OPI IIDV OUTLET WaMD WNTRID PAIL ►mPINMUR (TAMPER RESISTANT TYPE) a@ D20V OUTLET (N WIN CONNECTIOU UP EXT RI�EL amir 6�WT SWTCN DUTCH S-WAY OVER �4 BUTCH 4-WAY OVER. �ii UALL MOW7ED �J LWYR CEILING LIaNT © LED CIA LIGNr LED VAPOR O VI- PRdaPLBWR O N, VAPOR PROOF Law 0 Ieceaam CAN eVBR. FAN I CRY PER, S6 PT. "aT• P'ANI AALUsuT I GM PER en PT. v RkTARI (SVECO TOD BY f-OIW.t1 gRAP ® L�aEED) ARAND CR T f-MILD WRAP L (MErACE FNTJ ARO ND r R.WRE*CDD W RAWIMaCINT p --er-� A II 4• TRACK LINT O PANEL METER OSD. 0,00 omwrOI "n-ow 8D. U.LL YWww *MIOIQ DETECTOIe sAn. RAG[.I� WL' tl�11BE ® ww CAmom mmmdm OI= DETECTOR CEO W®WIEE WM COM OMO SMALL OR A DMTANCE aF NOT Law %M 4- PENDANT LIGHT NATURAL GAS . TELEP 40M JACK Ir♦AT7ot DOWDBea Te V rllMA= Neer AWE cDNOITIDwNG - aee AlN ONTHIS DISCONdCT 8ww rMZVUM NJACK OELNa Box O J•ao O Owm DeFPm DN nAwo A$ SUCHFOR B0N1 CELN1 PAwLIGHr TAOCOMIIDAWYa Wm MN O*UPPORT B MARKED AS SUCH POI manna 24• ocloweleaw LOW NRIP nnnnnn 3*' NCMCESCBR LIGHT *TRIP nnnnnnnn 4W LIMB STAR* PLO= LINT KEITAD ��-II Fe PA RAM45ITTON IFOR CHW¢E UIIB PeRr • LOCATION OF TV JACKS 4 PMOIH OUTLETS A FAIM TO BE VERIFIED E NOMeaWNO* PRECOUSTPUCTION MEETING • ALL B A Do AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL FROVBIONS CP awa TrN EDITUw rfefa) A N!e frJf fen EOITIOL • DO AMAED DICATED LAI*CRY CIRCUIT. • arl • WAND MOT ON KITCHEN CIRCUIT) • DIEFEUSNIFR DISCO MWT TO BE LOCKOUT N PANEL • BATHROOM EOIAUST PAN TO NAVE MN. CAPACITY CP SO OT'1 NT[R9TTENr PER ELECTRICAL PRdVISICM CF SECTION " is FEOR TrH EDITION (2=01 • LALCIRY ROOM AND DISNUAMlR RECEPTACLE SHALL BE 4MXM FAULT CIRCUIT.- ___ PIMR PRMCTION FOR FER6CNEL ON REVERS • wRNG METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL PROV*I" OF IWIOI TTN ED rfinex • ALL RCIEU: TO CO'ETLY WITH ELECTRICAL PIo"who aF TIi 17GI TR! ALL LA"-fi SMALL m (fOaeA OR LIGIATNG fNET 9FICIQIT TMPE PPR , .1 m NEW• ENPIOWBACY)" h EdTIM WAI FOR VENT OR MICRO I ---------I I — P 0 ROOM '�M PRE -WIRED CLG FAN I GPI / L L SWITCH IN - CA15INET _ OUTLET I FOR pW /TO 2ND FL. SWITCH Mum II _ I I I I AN. I I GPI E 44' e® AFF. —CFI R2x III PRE -WIRED / Foy* CLG PAN III III! 101 PRE -WIRED CLG FAN i BDRK a2 W',I / GARAGE DOOR 1 III • M KEYLESS FIXTURE GPI ll GARAGE @9 DOOR PREWIRE GARAGE BATH I #2 I u , :1 L u1H //p /BOLLARD AS REa PER BLDG. CODE letD CG a GPI IRRIGATION OUTLET • 46' AFF. --------------------- -- — -- — - COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4' . V-0' I I I L I LED LIGHTING C SINGLE LAV. BATH -2 150 AMP ELECTRICAL RISER Nor TO *GALE. OESRAL NOTE*. A ELECTRICAL MATION AL* AND ► STALLATION& *HALL CGTLY WTN ELECTRICAL PROVISIONS OF THE RIGI TTH 201 COWANY � c* SS AND ALL LOCAL PCUSR IL ALL CG =TOR* MALL BE TM THHVRHW UNLESS NOTED OTHMISIL PROVIDE DQAP CU. TIAN • FS rU N Y CGCUR OR D 4M LL. TWIN • WIA G! M r Cf1�IlR OR f)e LL_ a[.! Cor"I"TION SERVICE DROP"= MATCH AID M ELECTRIC METER N NIE'NA RI ENCLOaUM r IBRVICE f T l,uaPlale NTERIT►TEN EOPONa TEIMIAL AT LOW VOLTAGE CCMICrl: CABLE TELEVISION m Firt FIRDVCR OO ART, DSQ40 VOLT, I RAAeE *ECONDARc— 1 V CU *ERVIQE OROAWD CONST.G7ED TO ELECTRICAL SERVICL PROVIDE A •1 COWER rCW N WICKETS ENCASED HOOTER STEELER P R-v)•• DIA S0-E SO PVC COMIT OR PRIDE OVa ELRCNECIL PROV WCW OF THE BOO 11, 9A0 ALUINlT T(AL) N r' VIA SCNEMLE N PVC E CONDUIT IPLlSS SERVICE 16 RNONDED BY THE ELECTRIC Ca-WANY. C42ORDNATE WTH THE ELECTRIC 1.—. X S PT LONG COPPER CLAD OROIID ROD COMP -ANY PRIOR TO BD. SEI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774$078 FAX: 407-774-4078 w .abdesWkgroup.com AA #: 0003325 s� m C 4 Li _LLL J. gumlV. Ea LG1! ABBOTT PARK LOT #6 BLK #13 PisonwTT/ 04181.000-0613 MODEL: 4EHB "2605—HAYDEN" GARAGZ SWING: RIGHT PAGE: FIRST FLOOj ELECTRI PLAN %160 MPH E ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e Inv CUTLET 20 AN'P SNSLS PDA aVV OUTLET IIOV OUTLET VA M OUTLET BNED TO SIIIITCN api IIOV OUTLET NBOITSXRNKER (T6D lUSIDA>D#PALLR IIBSISTAIAI' Tm) 220V CUTLET (4) am CCNSCtION U ExT. Iwme�RDar aeaND faiT I aunx? NREMPTEN /UNTW SIRTCN S-NAY OPW �4 SWTCH 4-UNY OPER Ili YIALL MIDIN TED �f LOW CEILNS LKMT © LED CL6 LIGHT LED VAPOR O VP FROM LOW O VIp VAPOR FROM LKWT OQ IIECESSED CAN e~-FAN I OTT Few NO. Pr V LI F41 IYLNNrt 1 CR'1 P!R M rT. V RWT (SPEC'S 1DD DT R J-DYED IIR•1rP ® IIRQSSEp) AINOINO AINOIND ( ACE MItJ �_a r PLIUOIsscaT N PLUOIN[NCWi p •----n---a—n-+ 30 II 4' TRACK LIGHT PANEL METER O8D. &,ME DETeeraw 6d WLL STORMED Illy Raclika 1 1 slam DeTKTpN pILy�Y� a.RNarI N10E DNIICiOR C01*O ,N,LLN1eRR-ND OF NOT LEN THEN 4' PPX" L PNNDaNr LtlNT NATURAL GAS . TELIMMO N! JACK UN4 IIATUR Oftemadw*R to DF PLANVATlD AA+AIR CONORICNNIS To M 7W Lola Nee Aw ON DYICONECi FE MAVBIONJACK CELNG BOX ME OJ-DON TO DE SINPPORTED N ACCORDANCE YV DOX MARKED AS DICTI POR AISPECTION CeaNS PAWLIGNT TO M SUPPORTED N ACCORDANCE m am As SIa I OR moreCTION Cana 24' NrAH2aecoAr LIDIR STRIP nnnnnn W NCYN7lSCDR LOW STRIP nnnnnnnn W IWCANceficow LIMIT STRIP FLOOD LgNT KP OPT. SECINlRT' KSTP.ID Pe. FIlN•BIJRON FOR CNPEA JND PORT • LOCATION OF N JACKS A P 49M OUTLETS A PANS TO DE VERIFIED • NOMEONNER PIE -CONSTRUCTION MIETNS' • ALL E 4 20 AMP S RAw- I ClWLM TO INS ARC MILT PROTECTED PER ELECTRICAL F'ROVISIOM OF me Tn1 EormN (2ine) A NEG Jlen Jon mRloa • 20 AMP D/DIGTW LAUNDRY GNNCUR. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • 016HUA04M DISCOHiCT TO b LOCKOUT N PANEL BATHROOM ewLNIST PAN TO NAVE MN. CAPACITY OF 50 CiM SflEWITTENT Flit ELECTRICAL PROVISIONS OP SECTION MDO'U ADSenme) • LAUNDRY WOOF ERECEPTACLE SHALL BE (101ONID PAULT CIIC.UIT-NRERIDUPTEit PIDOTEGtION FOR PIRSCNNEL ON PEEDERS • WIRING METHOD SMALL DE NON METALLIC CADLE PER ELECTRICAL PROVIEONS OF PECK TTN BD f2dQ&l ALL UJORI: TO CMrLY NNTN ELECTRICAL PROVISIONS, Meu TRT! m (Je2e1 OP TINTC� BY BUILDER AND • TSN. OP LGi1TNIS MANST DE DERSY @FICOAT TYPE FER ---------- SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' P I'-0' iB (rZ7 LED LIGHTING C DOUBLE LAV. BATH h `O �O lm�m LED LIGHTING ® DOUBLE LAV. BATH 03 vE 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744079 FAX: 407-7744078 www.a bdeaigngroup.eom AA #: 0003325 CK e O SuaDIV. aLOT: ABBOTT PARK LOT #6 BLK #13 PIROJECT# 04181.000- 61 1 MODaL 4EHB "2605-HAYDEN" GARAna OWDCG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C DRINT A 09/21/21 SCALE: 1/4"=1'-0" SCAL C E2 ri M N FIRST FLOOR PLUMBING PLAN SCALE: V4 . P-V i � iL---------J SECOND FLOOR PLUMBING PLAN 9CALE, 1/4 . V-V MAIN PLUMBING RISER DIAGRAM 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdmigngroup.com AA #: 0003325 J y Ila 8 G vi o R euaniv. a LoT. ABBOTT PARK LOT #6 BLK #13 Pno"=T* 04181.000— 06131 MoDEL: 4EHB "2605—HAYDEN" GA CAGE arIING: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C 23 AR NO 93M D E 09/21/21 aCALE: 1/4"=1'-0" wKm3cT P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB • MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISM CLASS I AIR DUCT AS PER WPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALM. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFOIW18 SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1T14 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. 13 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. pD. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE• SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS " ' O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT 8MP80N WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4, PVC CONDENSATE DRAIN LINE SECURE STRAP TO WIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB %XI 1/4' SHT. MTL. SCREWS i REFRIGERANT LINER TO CONDENSER UNIT PLATFORM ��'�" WIT TRAPCONDDRAIN TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN APROVED DRAIN, ) PER FBCR lTH EDITION (2020) NOTE, MAIN CONO. DRAIN 3/4' DIA. MECHANICAL BLDG, CODE SECTION 3011.4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL, PL. OR WALL BRASS PLUG -�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 56WO INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (T�) COUNTERSINK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION To, SOIL OR WASTE A9 REQUIRED 2 EXT. GROUND CLEAN -OUT (T�) I----------, I I I I Dj�I�[G xxvvu�mm 14' S/A I fl00M ABOVE BEDROOM �M2 1 i'�------- 1 12X8 I x I II 12XI2 I — — — — — — — -- m PA86 ®I THOU I THOU BATH !12 D - I ------ ------------- ---- �a KITCHE. I I I I I I I I gTOR• I I I I I WH 12X8 ✓ X4 S' S/A FROM ABOVE � III %X%/FOYE FLEX iu -�-- III III III - - - GARASE I I PORCH I -------------------- L----- FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 - I'-0' SI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesi8ngroup.eom AA #: 0003325 IN 0 C F MSMIJ>sDIV. At LOT: ABBOTT PARK LOT #6 BLK #13 PROJIM6CT* 04 1. 00-06131 MoDmu 4EHB "2605-HAYDEN" oARAGIC awtNG: RIGHT PAGM: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C 01 DnDrT A 09/21/21 SICAM 1/4"=1'-0" eliMET 111111 M1 i -� ---------J SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 . P-O' SE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www.abdmigngroup.com AA 5: 0003325 s� 4 F >IVSDIV. dt LOT. ABBOTT PARK LOT #6 BLK #13 PROJECT/ 04181.000-06131 MODEL' 4EHB "2605- HAYDEN" GARAGE NVIUM: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE R R AN CORIM READ PRE-FAB TRU88 Va'trL'ov COAL R' aRa W. CLIa BOARD � � c MAI C401m LT TD nLedner faroo m IIla1'OIaCe'0i1 :ar Mr. ao NOTE: STUDS IN ATTAO= To PILL. C" Aa FOR PARTITIONS SUPPORNG TI APPRorAL Rao. V2' DRYWALL WALL HUNG PLUMBING uo auL � IXTURES AND WALL CABINETS SHALL BE NOT s DIAxEEve. DO NOT Cur LM WATHM67W MMILDNI ALL LESS T THAN 2x4, WHERE A r RO Yaw Pon am LLee ARIPUM (BY DOOR m~j SECURE BT. 2X4 WOOD SPACED NOT MORE mom CAM Not aIr a,. N• a1T. L aD. RALV. aTEEL FAMNIMRT » PLATE TO SLAB BTWS 024' THAN 16' O.C. OR, NOT BouD GR r tHE ROrID a a om JAIM PoR a,ALv. stEn uI/ Imd MASONRY oC• LESS THAN 2x6, WHERE R2 tU- s _ REAM /a)eouaE R2RARS � Rao. VaRTICAL TRACK by Doae D1 oTWe� NAIL • 32' O.C. SPACED NOT MORE __ By MAP. itw TRAC MD TO MAX THAN 24' O C. TRACK RRACIQL» Room aV PRODUCT . BLAB APPROVAL RM �-® 2A PIPE THROUGH BOND BEAM - FIN. FLR SCALE• 3/4'.I'-m' GARAGE DOOR JAMBS 2B GAS LINE THRU BLOCK 3 SCALE:11/2'.I'-0' (S1TYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'•1'-& FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS—� MTL DRIP EDGE 2x FASCIA PER 1 ELEVATIONS OA" OH VENTED SOFFIT f 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM BI OR 1/2' HIGI4 STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24. O.C. a' CMU 1/2' GYP. ILL. BD. - WOOD BASE — 0'-0' FIN. FLFLI 1.1 e ° • a' n W/ WINDOW OPENING n FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9m5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 8141. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IQ' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Ak 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 160S.S.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE �11-STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'.r-a 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 04869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O,C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905J.1. AS PER PBCR 905.1.1. • EA. END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SHEET SNI.SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX '--PRE-EWA UWJD• T00I AX. 2x FASCIA PER ELEVATIONS O. ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS THICKNESS A8 PER LLUU.L SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. 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 MSULATICN STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRICTURAL -'' Ix2 P.T. FURRING STRIPS o 24' O.G. V2' THICK. 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT S' CMU PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY V-0' FIN. FLR 0'-0' FIN. FLR S' cm °. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ° ° n 1TH EDITION, SECTION R301.13 AND 1605.5.1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: 6 1-STORY GABLE BLOCK WALL METHOD BE USED FOR THE INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-m• UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4865 TYPE III OR TYPE IV UNDERLAYMENT. 'U 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 8 c SUDDIV. as LOT: ABBOTT PARK LOT #6 BLK #13 PROJECT* 04 1.0 0-06131 MODEL: 4EHB "2605— HAYDEN" GARAGE OWING: RIGHT PAOE: DETAILS 160 MPH EXP. C paurr mm"' DATE, 09/21/21 oc.%xx: 1/4"=1'-0" SI•IESP D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9m8.1.1. AS PER FBCR 90S.LI. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD.TRU R PRE-ENG LLD.TRUBS-- 24' O.C. MAX. LEVATI 24' O.C. MAX. METAL DRIP EDGE METAL DRIP EDGE— BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES 1, VENTED O.H. I S/8' GYPSUM BOARD 2x FASCIA PER ELEVATIONS SOFFIT TYP. OR I/2' WIGH STRENGTH CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL 11-4.I INSUL. REFERENCE I I STRUCTURAL I I w J Ld WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATION RENGE STRUCTURAL 3/4' T t G SUBFLOOR 1/2' THICK, 2 COAT —,------, OAT GLUED AND NAILED I/2' THICK, 2 COAT--- PORTLAND CEMENT a w AS PER NAILING SCHEDULE PORTLAND PPLIED PLASTER APPLIED IlLA DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY R DO FIRE -STOP LEVATION M FIRE -STOP —�' SEE STRUCTURAL SEE STRUCTURAL-- R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD _PEEVATION W FIRE -STOP IX2 FIRE -STOP--/ R-4.1INSUL. I I I I > W W at WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PERENCE STRUCTURAL I/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY - 1/2' THICK, 2 COAT IX2 PIT. CEMENT P.T. FURRING PLASTER APPLIED STRIPS • 24' OZ. DIRECTLY TO 8'CMU MASONRY LQ' GYP. W.. BD. WOOD BASE IX2 FIRE -STOP DO FIRE-STOP— O.W. aN O Q W w BATT INSULATION REFER TO ENERGY CALLS FOR VALUES S/W GYPSLM BOARD OR t/Y HIGH STRENGTH CLG, BOARD Ix2 FIRE -STOP R-411NSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R -TELEv TION R L NATION 5/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD R-43 INSUL, IX2 P.T. FURRING STRIPS • 24' O.C. 8' CMU 1/2' GYP. W-. BD. WOOD BABE n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA 8: 0003325 �w O a BUDDIV Aa Ii07 ABBOTT PARK LOT #6 BLK #13 P1EoJECT# 041 .0 0-06131 MODEL' 4EHB "2605-HAYDEN" GAP_*GE 8WDrO: RIGHT PAGE: DETAILS 160 MPH EXP. C 3 `'0A NO DATZ, 09/21/21 SCALE: 1/4'=1'-0" axEET D2 1P.T. • CENTER OF DOOR HEADER SECURED UV (V IA' X 6' J-BOLT UV 4' MN EMBEDMENT W/ 2' X V X V6' WA6MM 4 NO OR W/ (2) [12' X 6' ANCMOR BOLTS W/ 4' MIN EMBEDMENT W/ 2• X V X IW WMHER 4 NUT- "I BL V4• TAPCCN6 1 1/2, EMBED, 6. OC, A' END DIRT, I V2TO' CDQdK DWVIRT. X 2' X V6' U1A64ER 4 NIT. (0 WITHIN 6' OF TOP. (1) WITHIN S' OF THE BTM, ® (3)EVENLY SPACED. ®1 IIII r NOTES, ALL ANCHORS SHALL BE N ACCORDANCE TO MANUFACTURER* INSTALLATION INSTRUCTIONS 44.EIE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 4CAla. V4'.MT 2X4. 121 SECURE TO BLOCK UV 3/16' TAPGLN6 (MIN. SHANK SITS J4* MIN HEAD 812E JIM MN EMBEDMENT 1 V41) WITHIN 6' OF EACH CND 4 w O.C. MAX SPACING. 2X4, III SCCIRE TO BLOCK W/3116' TAPGON6 (M61 SHA•K SITE 3415 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/41) U114N 6' OF EACH END 4 N' O,C. MAX SPACNO. 2X4, I>0 SECURE TO BLOCK UV VW TAF CONS (MIN SHANK SIZE J45 MIN HEAD SIZE 300 MN ChbIN T 1 1/4') WITHIN 6' OF EACH END 4 E' OC. MAX SPACING, 2X6, ® 2X6, ® 2X6. 12B SECURE TO BLOCK SECIIlE TO BLOCK SECURE TO BLOCK W(2)3/16' TAPCON6 WK2) 9)16' TAPCONS WK2)1/4' TAPCONB (MIN (MIN. SNMK SIZE .I48 (MIN. SHANK SIZE .143 SHANK SIZE .145 MN MN. HEAD SIZE 3" MIKNEAR 812E 300 HEAD SIZE 3" MIN 6' cm MIN EMBEDMENT 1 1`149 MN. EMBEDMENT I WY) EMBEDMENT I V4') WITHN 6' OF EACH END 6' CMJ WITHIN 6' OF EACH END 6' cm WITHIN W OF EACH END 1/2' DRYWALL 4 le• OC. MAX SPACMC. 4 18. OC. MAX SPACN& 4 W OC. MAX SPACIN5. 6' CT'Il 1.4 P.T. OR S/4'X4' MIN V2' DRYWALL V2' DRYWALL I/A' DRYWALL SECURE THRU FRAME 4 PX4' 2X6, ® 2X6. ® ❑ 1X6. EXTEND 1.1/4• INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK 1'X4' SECURE TO BLOCK I'X4' BLOCK UV 3/16' 11 V W TAPO" P.T. NAILER WK2) 3/16' TAPCCNS PT. NAILER WK2) V4• TISIZE NS P.T. NAILER TAPCON6 DOOR CASING MN SHANK SIZE .W6 T/16' OAS. X 4' MN. (MIN SHANK SIZE J45 DOOR CASING (MN 6HANJ4S rnN SHANK SIZE .146 MN HEAD SIZE 300 MN MEAD SIZE 3" MN HEAD 00 TA6. Oba X 4' MNMN HEAD SIZE 300MN EMBEDMENT 1 1/49 DOOR CA6NG MN EMBEDMENT 1 V4•) MN EMBE1 V4') MN EMBEDMENT I•V4• WTNN 6' Q EACH CND WITHIN 6' Or EACH END WITHIN 6' OP C,4CH1 END DOOR CASING LLITHN 6. OF EACH END DOOR JAMB OR WIDOW 4 IS,' Or: MAX 4 E' OC. MAX 4 IS' OC. MAX 4 V' OC. MAX SPACNS DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATIACN TO 2X PER 8f".ACIHIf� DOOR JAMB OR WINDOW SPACING. DPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAIL& MANFACTURE6 DETAILS. MANUFACTURES, DETAILS. NOTE, SWIM A8 NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" TO BLACK +3/4" OR +S/4" w 1fLNDOIf 2X4, BCCAE TO BLOCK W/ MW TAPCONS (MN. SHANK 61ZQ A& MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 N• O.O. MAX SPACING. 2X6: ISID 69CURC TO BLOCK W(2) Sft* TAPCONB MN sNI44C SIT! .146 MN MEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN 6. OF EACH END 6. cm 4 10' OC. MAX 6PACNG. V2' DRYWALL 2X9. ® ❑ i'x4' BCCUIE Tt CK PTNAILER W(2) 3/16' ONB DOOR CASING(MN 6MANE.445 MN HEADJIMMN EMBET 1 V4') WITHIN 6' OF EACH END 4 B' OC. MAX 6PACN'' DOOR JAMB OR WI OM ATTACH TO ZX PER MAMPACTUEB DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" n MIDOW TO BLACK +1 1/2" NOTE: 6NIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/I8" @RIND011 TO BLOCK +t 15/18" 2X4: SECURE TO BLOCK WV 3A6' TAPOONB (MN SHANK 812E .148 MN HEAD SIZE 300 MN EMBEDMENT I V4.) WITHIN 8' OF EACH END 4 B' OC. MAX SPACING, NOTE, STRUCTURAL 2X MIST BE 2X6. ® ON OUTSIDE 4 SEGUED 6CCRE TO BLOCK TWMOL04 NON•8TRUCTURAL WT2) 3A6' TA,PCONB 3/16• rAPCON MN I-V4' (MN 69AW SIZE J45 EMBEDMENT INTO BOCK MN. MEAD SIZE 300 MN EMBEDMENT 1 1/41) WITHIN 6' OF EACH END 6CM). ' 4 *'Or-. MAX 6PACING. DRYWALL . CEO SECURE TO BLOCK P UUC2) 3/16* TAPCCW P.T.T. NAILER (MN SHANK SIZE J46 DOOR CASNG MN HEAD SIZE 300 MN E'BCDMi I V4') WITHIN 6' OF EACH END 4 N' OC MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANU'ACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED VC) DOOR JAMB TO BLACK +2 1/4" o DON TO BLACK +2 1/4" NOTE. 6HM AS NEEDED TO PLMB JAMB 100 NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" a WWI• Tn ATnr'R .HA" 2X4. 131111 SECURE TO BLOCK Wu 3A6' TAPGON6 rmK SHANK SIZE J46 MN HEAD SIZE JIM MN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 16' OC. MAX SPACN& NOTE, STRUCTURAL 2X MUST BC 2X6, INS ON OUTSIDE 4 SEGUED SECURE TO BLOCK THINOU9M NON-STRUCTURAL W1(2) 3/16' TAFCOW 3/16' TAPCON MN 1-1/4' (MN SHMK SIZE .W5 EMBEDMENT INTO BLOCK MN MEAD SIZE 300 MN. EM®EDMENT 1 V49 6. cmWITHIN 6' OF EACH END 4 16' OC. MAX SPACING. V2• DRYWALL 2XM ® El IX4' SECURE TO BLOCK P.T. NAILER WK2) MW TA4"C.ONB DOOR CASING MN GNAW SIZE .146 MN HEAD 817E J010 MN EMBEDMI NT 1 V4') WITHIN 6' OP EACH END 4 M' = MAX 6PACNG NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK21Qd WITHIN 6• OF EACH CND 4 V TO 6' OC. MAX DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTUES DETAILS, DOOR JAMB TO BLACK +3" oe1Fw T() TNInrT[ a.� NOTE. SNM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 7/16" �1FIND01/ i0 BLACK +9 7/18" 2X4. 1101 SECURE TO BLOCK WV 1/4' TAPCON6 MN *HANK 612E J46 MN. HEAD 61ZE 300 MN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 IS' OC. MAX SPACNS. 2X6, SECURE TO BLOCK UINV V4' TAPCON6 (MN GWA K SIZE J46 MN HEAD 811E 300 MN EMBEDMENT I V4•) WITHIN 6' OF EACH END 4 B' OC. MAX 6PACNG.. 2)(6, CIED SEGUE TO BLOCK WK2)1/4• TAPCONS (MN SHANK SIZE J45 MN HEAD 612E 340 MIN EMBEDMENT 11/49 WITNN 6. OF EACH END 4 V' OC. MAX *PAGING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SEGUED TWMOIY/4 NON-STRUCTURAL 3AW TAPCON MN 1414' EMB'-0MENT INTO BOCK. l�l 6• cm 1/2* DRYWALL PX4' P.T. NAILER fj�jl '�E� . r DOOR CASING DOOR JAMB OR WINDOW ATTACHI TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO FLUTE JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" nl1upw TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 w .SbdmIgngroup.wm AA #: 0003325 ttt222}9---{S{SSI O O a IiLi.js lmlv. & IAT: ABBOTT PARK LOT #6 BLK #13 PLROJLBCT# 4 .000-06 31 MODRIJ 4EHB "2605-HAYDEN" OARAOa 8VM90: RIGHT PAGE: DETAILS 160 MPH EXP. j CONTROL JOIN FLANGE OF CONTROL JOINTS id DE UIIRED TWO TO LATH . 9' Or— MAX (V£RTA NOTE, Do NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS EEYQND EXCEPT STAPLES UV V LEG MAY EE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO EE SPACED . T O.C. MAX VERTICALLY 1 J' THICK S GOAT CEMENT / \ / PLASTER //— IUR5 LAYER 4, FORTIPI ailit / MUILDNG PAPER APPROVED METAL LATH FASTENED •I'(VERTJ OL. MAX AT SUPPORTS UREI LAYER'L SUUCCO UAeAP WOOD SHEATHING LATH SHALL EE CONTP44M THROUGH JOINTS OUT JO STOPPED TIED AT EACH SIDE PROVIDE 2X4 BLOCKING PER AW7 C10S! \ PLACED PLAT MAX. S' TO •' RiOI'7 CONTROL JOINT IU4EN NOQt / CONTROL JOIN FALLS ON L PASTENERS POOR LATH TO DE NAILS OR\ ,i / STRUCTURAL STIID STAPLES IN COMPLIANCE Ilv ASTM CI•SS J. 1111114111 TICS 70 BE (NO. IS) 0.0475' UNRE / S. BLOCKING BHOIW MAY eE IN ADDITION/ \ TO WALL STUDS 004MUIRED PER PLAN O ImwdualwiOrk • L OLIIOLD WNIO•PT.A OI— ealaaD • R.A L CIRAM . R. ■ L CRAM • PT. C OL —0 paMIC • R. A e. COWAN • PT. E COMA"S. MA" a Pr. c 4. FOLD 1'f. C OAR R. . TILL PT. c 7cue . 110170" ILARea M 0 OGTT01 ILANY YYTER TItWT SEAL PCLD. GO rm G1r. NOTE, APPROVED WILDING WRAP SHALL WE LAPPED A MINIMUM OF S' . VERTICAL LAPS (ROLL ENDS) a S' . HORIZONTAL LAPS. ALL SCAMS NEED TO EE TAPED WTH PORTIDW S4lATNNG TAPE / N, / r MK LAP • nETLL LAIR \ elDu. wrAu 0" O um.l. Ma AT •TO" Q bQ WLLL N,atwcTlO'D LATH VERTICAL LAP TO ME I - IT FETAL LATH WM LAYER'1, STUCCO uRAP •' FIM P ER LAP BELOW ONLY / ( WM LAYER 4, FORTPOER �SUILDNS PAPER I' MN LAIN P. 4' LAOViR ALL LAP NOTM SIDE LAPS OF FETAL PLASTER EIASES SHALL ME SECURED TO FRAMSS plan S. THEY SWILL WE TIED DETUEEN SUPPORTS UTN 0047E-IN.1i71-MIN) WIRE AT INTERVALS NOT MOM THAN 9' (229-MMA AS PER ASTM CIOSA ® KIC KO UT Ibam REPAIR OF TEARS LAYERS, TE.RS DETAIL M Y MAY EE PaTeHED WA40 SE WRAP TAPE PER MANIP. SPEC. OR PEEL A STICK on WOOD SiEATI EIUILOI PAPEP STUCCI INSTALL FASTENERS (CLIPS; STRAF9, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING W116 LAYER 4. PORTIN EULDNS RAPER ME7.LL LATH WkV KELP-ADFERNS MEMBRANE PLAS14M OVER 4Sc4' SELF-ADHERNS MEMORIAM 4'x4'SELF-ADI•ERN2 MEFORNrE FLASHING, OVER APPROVED HOLM WRAP. FLASNINS TO EXTEND ONTO PIPE a• THICIsr D COAT CEMENT]51 PLASTER W CONT. BEAD OF SEALANT .,ALL APPROVED WOUSEURAP AIR FETAL LA7f/ INFILTRATION EI.ARWER OVER Um LAYER 7, FORTH WER SFEAtFlhldr ENILDMG PAPER ELASTOFERC COATING OVER STUCCO) ML AY�' CV. FNbH (SCE TY'P WALL SECTION) SHEATHNS SECTION p 9 0 oN sealer Exterior use of porliand cem.t plaster hall cum ply with ft application requem ms of ASTM C 92618h. Installation of exterior lali ft and framnp shall comply wRh ASTM C 1063190. or ASTM , 787. WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME OILY) 'J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 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 5 "L" FLASHING N.T.S. T 01 PIPE N.T.S. Slab' SELF -ADHERING MEMBRANE R.ASHM (CCI9PATIDLE WI NOUSE WRAP MATERIAL) OVER 4.4' KELP -ADHERING MCMORA E FLASHING OVLR APPROVED HOUSE WRAP. FLASWM3 TO EX1ENb ONTO F9PE STEP 02 LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER BUILDING PAPER) METAL LATH x—x—x—x STUCCO L. WOOD OR -1/1(o" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE - METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF v 1441 N. RONALD REAGAN —D. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.com AA M: 0003325 s� Q w� R >ltmSiv. Aa LOT ABBOTT PARK LOT #6 BLK #13 PRO TO 0418 .00 —06131 KODSL: 4EHB "2605— HAYDEN" GARAGE BVnN Y. RIGHT PADS: WALL ASSEMBLY DETAILS %160 MPH EXP. C 3 D -M 09/21 MCALS: 1 /4"aa f —0" SkEmm T WA1 INSTALL 6' SELF -ADHERING CAUL MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH /I FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEn��E OF FLASHING TO BE, L BOTTOM, 2. SIDES. 3. TOP OVER TOP 4 SIDES VENT CAP IS TO ISE SET IN BED SELF WOOD SHEATHING OF SEALANT AT TOP AND FLASHING SIDES ONLY. SEALANT 16 TO BE UNIT WRB LAYER 01, TOOLED SO AS TO DEFLECT STUCCO WRAP WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN BLVD. X- E-Z BEAD ALL AROUND PREMANUR DRYER LONGWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN WRB LAYER 02, FORTIFIBER PH: 407-774-6078 FAX: 407-774.4078 x JOINTS AND INTERSECTIONS 1 � APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO Y.' • INT CONT. SEALANT) BUILDING PAPER www.abdosigngroup.com AA #: 0003325 ON ALL SIDES, KING JO ALL AROLND SEALANT • TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING I PER SECTION R70&7 PLASTER LAYER q, Eldeft WHno end pMeterirG STUCCO WRAP BACKER ROD I I Exterior use of portland cement plaster shall comply with the application 6D DRYER VENT (BLOCK) 3b•TO 76'MID -WALL LAYER 4, FOSITIFIBER BUILDING PAPER - requirements of ASTM C 926-18b. �X. WEEP SCREED METAL LATH I Installation of exterior lathing and framing TEXTURED WOOD FINIEN • WOOD CONSTRUCTION tr 1 I. shall comply with ASTM C 1063-19a, I .X; Or ASTM 1787. 6' SELF-ADHESIVE FASTEN To WOOD STR1CtiRAL ;.: WRB LAYER 9, FLASHING MB e• cm � 'bER. r Or- MAX s7uGCo WRAP NODDED VENT BUILDING PAPER WOOD FRAMED e �d:.;°�` i' THICK, 3 COAT CEMENT OVER 'QUICK FLASH' I— — — — ..: WALL - -- - PLASTER. METAL LATH HORIZONTAL WEEP SCREED - UJRD LAYER 9, FORTIFIBER BUILDING PAPER PIPE THROU314 / WALL .L 6' WIDE STRIP SELF ili ADHESIVE FLASHING. CLEAN (FRAME TO FRAME) WOOD SHEATHING y�l'1A6�r BEFORE APPLYING /_ .\ TT�TTT TTTITT /TT • l fT� J'f 1'Elfrll.ED �..:; WOOD SHEATHIN MEMBRANE FLASHING OVER BOX AND OVER 6' WIDE STRIP SELF APPROVED WRB ADHESIVE FLASHING, CLEMI I LAYER h MASONRY BEFORE APPLYING STEP *'I STEP #2 Z FLASHING ELEC. METER FIELD I STONE VENEERVERIFY OVER SCRATCH COAT LOCATION ELEC. METER FIELD VERIFY LOCATION APPROVED RAP Hou WCW WRB LATER h, BELLOW STUCCO WRAP HORIZONTAL WEEP SCREED 7 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. CUT SUCH rlaAr NO MEMBRANE ENTERS Box, 9 APPLY im MM GRADE 'D' FELT OVER MEMBRANE FLING W/STONE VENEER METER APPLY TO FACE SELF -ADHERING (FRAME TO BLOCKZ EDGE FLASHINCXOVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROVED HOUSEUJRAP LEGEND ISOCYANOTE-POLYBLEND FOAM WRB LAYER n, FORTIFIBER C'GREAT STUFF' OR SIMILAR) BUILDING PAPER STEP #3 STEP #4 DRAINAGE PLANE (WRB BASE SEALANT AT POINT LAYER 61 STUCCO WRAP) THAT ELEC WIRE PENETRATES � 8 s 0 a 5 ITT) E{UBDIV. As LOT. ABBOTT PARK LOT #6 BLK #13 PROJWT# 041 1.000-0613 MODSLa 4EHB "2605- HAYDEN" GARAGL' DWING: RIGHT PALM. WALL ASSEMBLY DETAILS 160 MPH EXP. C WRB LAYER 02 (FORTIFIBER - - - - - COATTING OVER BUILDING PAPER) AREA TO RECEIVE STUCcOl C.v. FIN1644 STUCCO SCRATCH COAT APPLY E-Z BEAD (SEE TYPICAL WWLL METAL LATH x—x—x—x 4 1 COAT OF PAINT W/BACK- OVER bra MIN SECTION) ROLL PRIOR TO FELT -PROVIDE IDE METAL LATH STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH SEALANT AT ALL r� L GOAT LARGER THAN THE ELEC. JOINTS AND INTERSECTIONS WOOD OR 1/16 ZIP WALL ® METER CAN OR METER CAN SHEATHING COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - — — — - DISCONNECT nR NWO 9W a NOTE; DAT os/zl/zl METAL LATH: LATH TO BE PER SECTION O ELECTRICAL CONDUIT STEP #5 STEP #6 BCALS:1/4~=1'-0" R103.1.1 / ASTM C-84'1-14a, MIN. 2.5 LBS. PENETRATION 821111IMT PER 50. YARD (UTILITY OR NOMINAL O ELECTRICAL RECEPTACLE �A2 LATH DOES NOT MEET SPECIFICATIONS) WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WDOD WPM LAYER 4, FORTIFI15ER CONSTRUCTION BUILDING PAPER % HAT CHANNEL I' THICK, 3 COAT CEMENT TYPE 'x• DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING 15EHND WEEP SCREED WRIS LAYER 9, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER _ i' SELF-ADNEREWJ's 180 CUSTOM " ��` FLASFIMC+ WRAPPED o TOP OF WEEP SCREED TO SNEATFIING BELOW jK.. �` WAR® LAYER 9, STUCCO WRAP WRB LAYER 7, FORTIFIBER BUILDING PAPER +. SELF-ADHEREING WRB LAYER 9, ' / FLASHING WRAPPED STUCCO WRAP �v / •CORNER OF CANTILEVER AMICO AM"-W PWC-18m 1 ° 4' POSITIVE DRAM C118TOM CASINO, BEADueee e'•men NO GAP IN FIELD (BHOLLN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE. 1 1/1'' 1'-& NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1,1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i 3/4ICEMENT NT HAL VINYLBEAD 5/8' TYPEALL W/TEXTURETED FINISH J' THICK 3MENTPLASTER VINYL BEADVINYLBEAD L 11D DRIP EDGE INSTALLATION WVTEXTURED 4 PAINTED FINISH k THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYLVINYL G���� UJOOD CONSTRUCTION .WEATHER RESISTIVE BARRIER 9 ,WEATHER RESISTIVE BARRIER '4 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRICITON .WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER n j' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADERBEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @aBIP EDGE INSTALLATION EXr. WOOD FRAMED WALL SUS -FLOOR DECKING PRE-ING'D TFL06 WEATHER 10E66TIVE - B4RRIER 9 WEATHER RE66TIVE - BARRIER 4 j. Tw ER COAT CEMENT METAL LATH WOOD "ATHING— AND mdP N FIUD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES, ONLY) EXTERIOR GRADE X' GAP FOR BACKER DRY WALL ROD I SEALANT— I' THICK 3 COAT CEMENT VINYL CAsav BEAD R WATER PROOFNG 4t 'FAQ LAYER (2 LAYER PEI 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 1 STICIG METAL DRIP EDGE SET IN FULL BED OF PEEL 1 SEALANT, O MIN. 6TICK s DRIP SPACE FROMDRIPEDTO FACE TO TREX DECK ' Yi GM FOR BACKER QVXI IYi P,T: Oi6ft—LATED ROD 1 SEALANT WOoD (TREX) CONTINUOUS VINYL CABNG BEAD LLATER PROOF WEATHER RE8U3TIVE LAYER (2 LAYtBARRIER 9STICK) WRAPPWEATHER RESISTIVE BALCONY DEC BARRIER 7 ®'-i'a�'w✓i4 CANTILEVER w ` 6' PEEL A STICK • �� MEMBRANE DRIP EDGE Ro70R EXTEND OVER DRIP BuB ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE • SET M FULL BED OF IX" 1•� P.T. OR BMUL.ATE BEALANT, K' MIN WOOD (TREX) FILLER SPACE PIROI'I DRIP CONT@LOUB FACE TO TREX Ys' GAP FOR BACKE VINYL cASN5 BEAD ROD i SEALANT WATER PROOFING rt FIN" LAYER !7 LAYER LAYER (2 LAYER PEEL 4 PEEL 1 6TICV STICK) WRAPPED FROM 314 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER 3 COAT CEMENT METAL. LATH ".-. �-- ....—�.... WOOD SHEATHING WREXTURED 1 PAINTED PINION WEATHER RE i' THICK, 3 COAT CEMENT BARBER 9I PLASTER d' POARNE 1 �� nee wemei VINYL t•An"k BEAD NO SAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION I COLUMN 6HEATHING WEATHER RESISTIVE BARRIER 9 (LEATHER RESISTIVE BARRIER 4 6' OAF. \ -PEEL 1 STIfGK i- I )Ij'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT -I V X 3' 26 GA. GALV, METAL DRIP EDGE SET IN FILL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX � WEATHER RESISTIVE BARRIER 9 WEATHER RE616TIVE BARRIER .2 EXTERIOR COLUMN COLUMN SWEAT14NG LEGEND 1 STICK 6' SAP. \PEEL IY@'x3"L'FLA&HMG DRAINAGE PLANE (WR5 SUB FLOOR FULLY EMBEDDED IN ROOFCEMENT I lf' X 3' 26 GA GALV, METAL DRIP EDGE M FULL BED OF SEALANT,K'MIN. LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - • - BUILDING PAPER) �® • P.T. OR SMULATEDSET rREX)FILLER 71-g!T SPACE FROM DRIP P FOR SEALANT FACE TO TREXX-X-X-X VINYL CASING BEAD METAL LATI-I.BACKER ROD. WATER PROOFING rt MODIFIED 9O LAYER (2 LAYER PEEL 1 STUCCO 3/4 RESILIENT HAT C 4ANWL STICK) WRAPPED FROM BALCONY DECK TO VINYL CASING BEAD CANTILEVER ]' THICK 3 COAT CEMENT PLASTER WOOD OR 71/16' ZIP WALL SHEATHING 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 1 PAINTED i WOOD 644EATWING SELF-ADHESIVE FLASHING - - - - - FINISH i' THICK 3 COAT CEMENT 4' POSITIVE DRAM n�rl. w, :Noon PLASTER Vorvr1 ri�raytrx acur� (SHOWN FOR CLARPICATION OF VINYL CASING SHAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE' NTB WOOD SHEATHING WRB LAYER 01, STUCCO WRAP ' 2x FRAMING MEMBER j' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER'2, FORTIFIBER 2 1/2' CADWER READ BUILDING PAPER FASTENED TO SHEATHING 1 WRB LAYER M, C •T•O.C.MAX. _ METAL LATH STUCCO WRAP i ry WRB LAYER 9, i' THICK, 3 COAT CEMENT + WRB LAYER 02, FORTIFIBER 6Tucco WRAPPLASTER ; BUILDING PAPER WOOD SHEATHING _ WSELF-ADHERING ,• ' METAL LATH METAL LATH FLASHING x 1 6' THICK, 3 COAT CEMENT WRB LAYER -2, PORTIFIDER BUILDING PAPER 1 ' \(EXPLODED VIEW FOR PLASTER ' CLARITY) 14A CORNER BEAD ® FRAME DRIP GAP ; .`` WINDOW FLANGE 1, 2 1/2' ,, CORNER BEAD (FASTENER 4 SPACING E 1' O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i( 4 R�CORNER BEAD Ca -)BLOCK WRB" LAYER 9, STUCCO WRAP WRB LAYER 12, FORTIFISER BUILDING PAPER METAL LATH d' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 1L 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1,441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdealgngroup.mm AA #: 0003325 a aumiv. a LOT: ABBOTT PARK LOT #6 BLK #13 PnoizeTit 04181.000-0 131 HODELt 4EHB "2605-HAYDEN" GARAGE STi DWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C IEfl 2 F-ppAtarr 09/21/21 SCALE: SHEET WA3 Ys' CAP TYP �' THICK 3 COAT CEMENT WOOD SHEATHING GASI TRIM PLASTER METAL LATH LEGEND IX TRIM MEMBER WRB LAYER A stucco to WRB LAYER -2, FORTIFIMR DRAINAGE PLANE (WRB STUCCO WRAPP WOOD SHEATHING SIDING TRANSITION LAYER "I, STUCCO WRAP) • EiUILDING PAPER WOOD SHEATHING WRB LNG PAP, FORTIFIBER SIDING WRB LAYER 02 IFORTIFIBER — • — • — • — BUILDIN(a PAPER i ar:+? :'<... ; .1.;<< I WRB LAYER "I, ' "� �'" BUILDING PAPER) 1441 N. RONALD REAGANeLVD. STUCCO WRAP METAL LATH x—x—x—x `ONGWOOPH: 407-774-6078 METAL LATH i FAX; 407.7744078 ' LAYER WR® LAYER $1, STUCCO wwwsbdeslgngroup.com a' THICK 3 GOAT CEMENT WRB LAYER 02, FORTIFIBER STLIC4=WRAP STUCCO WRAP AA#: 0003325 PLASTER n i BUILDING PAPER b'SELF-ADHERING , METAL LATH CASING BEAD WOOD OR 1/16SHEI A HANG FLASHING ` !i 11 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED `��fEXPLODED 8� THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO . K . 18 CASING BEAD ; ;-----------------------------------------------------------------J' --- THICK, 3 -ICK, -------- 3- COAT ------ - CEMENT --------- DRIP CAP �` (CROSS SECTION) ;' SEALANT PLASTER WINDOW FLANGE WR5LAYWRAP H ' METAL LAT; VINYL ANGLED WO=C I I WOOD OONSTIIlOTION CASING BEAD Woop e"EAt"Its i i i , URATHER ,CeeTVC WRB LAYER -, FORTIER BURB ILDPAPE WEARIER RENSTNE 41 1 I WINDOW FRAME ,( 1 �. ■ I �I I /WRB LAYER e2, FORTIFIBER METAL LATH FRTYVPe1DWr ELF•ADIERNG BUILDING PAPER I e o �v w ■ P THICK, 3 GOAT CEMENT r'; . '; i i r eELr•muERalo I FL t �7 ��Re11"E E-Z BEAD VINYL CASING PLASTER \ I \ UZATHEERRE OVA I (W/V FLEXIBLE PVC BACKER ROD) I b'SELF-ADHERING■ � STARER &TRIP 1 \ I \ \ i OL ,. ■ r' GWF ADFERRG FLASHING "�:,M � � �i FLASHW+G I I F .. OALV'D METAL \ 'Z RLASHMb DRIP CAP - J� _' PLA814M 7w! RB LAYER 'I, STUCCO WRAP, I li x r• SMAATE RAPPED AROUND FRAMING MEMBER WINDOW FLANGE TRIM R I I 40 CASING BEAD @ WINDOW ` �� \ RIY�Xr' ATED Y'SELF ADHESIVE FLASHING I = ( FRAME, W/BAND) •� / OEALOAWOV! G 2X FRAMING WOOD SHEATHING 15C MEMBER DETAIL BELOW EXPLODED �' eTIJClLf GArllm SIDING TO STUCCO FOR CLARITY ® HLOCK TO FRAME ------------------------------------------- ---- ------------------------------------------------ 9 TRANSITION i ---------------------------------------------------- - Y4' GAP TYP J' THICK, 3 COAT CEMENT - NOTE: CASING BEAD PLASTER WOOD SHEATHING % SEALANT TO WINDOW METAL LATH \ METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LEIS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL WRLAYER 02, RTIFIBER I LATH DOES NOT MEET SPECIFICATIONS) BUILDINGIB PAPER WRB LAYER 14, STUCCO WRAP WOOD SHEATHING WINDOW FRAME WOOD SHEATHING WRB LAYER'S, FORTIFIBER �" "� TR�cTION r eELF.mFERRNG BUILDING PAPER i i WRB LAYER 01, uEAT F I THICK 3 GOAT CEMENT ! ! STUCCO WRAP I[�1■ ISIeSTIVQ ,�/ °°DER h �/ WEATHER! RESISTIVE EARIIER'I TO LAP PLASTER ! WEATHER RM16TIVE \ BARRIER R / Y MML AEOVE TOP OF 'Z' FLASHING i WRB LAYER 02, FORTIF15ER 1 7f.' x TX` LAP eIDn1s / a LL6• 1 ' VINYL ANGLED ( BUILDING PAPER eSAARro�Illpt4 'IVE IST BASING BEAD ■ FLA&MINS \ 'T \\ WEATHER PM*TIVE 6°�BA ° STUCCO WRAP i VINYL CASING BEAD i METAL LATH �/ WAIVER STRIP \ � ; sUDDIV a■ LOT: ABBOTT PARK LOT #6 BLK #13 PROJECT# 04181.000-06131 MODZU 4EHB "2605-HAYDEN" GARAGE BVnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C !' THICK, 3 GOAT CEMENT I I �� •z°LVV METAL + 6' WIDE FEEL STICK AFiCHRECT� (EXPLODED S VIEW FOR PLASTER WINDOW FLANGE OVER FLANGE CLARITY) GALV O METAL �� WEATHER PMOTIVE z' RLASHM BARRIER -1 TO LAP ; E-Z BEAD VINYL CASING I 1 T D _ _ of r R-AwINGT� ZX FRAMING (W/-)'d FLEXIBLE PVC BACKER ROD) Y' x r• SIMATED 1 MEMBER (uw9i' Ft.ExIELc FMO i , d°° TRIM 1''E''eER -APPLY FULL BED OF SEALANT BETUIEEN NACKM ROD) FLAe6WH --i1D *JtM FLANGE 4 BUILDING WRAP r• SELF-ADHERMG CASING BEAD @ RAISED FL°A""6 �, BUILDING BAND (FRAME) 'H"' A R `. I OR°�eA!• 0'I IDSMAN WRAP 17 A WEATHER REGOTIVE ... DNItltlER SISTIVE--------------------------------------------------------------------------------------------------- W723 SCALE:ecAo VINYL fJr1JG WEATHER RESISTNE BARRIER a XI Pvc PIUNT 09 21 21 DATE / / ® IDING TO FRAME TO TUCCO FRAME WEjotm-2TMOR eTIVE E Z BEAD WINDOW CASING sCw 1/4"=1'-O" TRANSITION16A �� IZY s WA4 CPRE�SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY AND 10 ALIGNED. VENT PIPE IS SEALED IFUTLIZED. NAiLN FLNCE SHOWN NAGALVANIMD USING 1114 NAILS AT EACHCORNER. ROOFINGCEMENT P101'"ATY1 SHOULD EE APPUED TO ALLSHNG_E EDGES NEAR THE OUTER EDGE AND AROUND THE ENTNE PERIMETER AS CUTOUTTHEGOOSENECKVENTCPENNG NTHEROG- RECOMMENDEDINSEVEREWEATHERCOASTM SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH THE —STRUCTION—S. ART SH-N. N THE EVENT A MECHANIW L VENT FM! IS USED, SIZE THE VENTOPENING IN AOCORDMICE Y VENT FAN MANUFACTURES PIPNGCW NECTLN INSTRUCTIONS. DO NOT CUT NTOTRUSSES CR RAFTERS WHEN CUTTNGTHE OPENING IN THE ROOF REMOVE NTERFERNG SHNOE NALS AROUND THE PERIMETER OF THE OPENING SOTIATTHE NALNG FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING SUDS THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SH.ALLOW THESO.iTOM VENT FLANGESTOAON THETOPOF OES Inc o ROOF HOOD VENT DETAIL CUT AT N' F ANGLE E MODNED 'I' Cur N NOMlIIRtAP Le! OF WNOOW OPMNM \ \ AlPRDVED FIOUSE~-- OVER SEIEATHM OVER go I&= •CALL STEP 1 AT EXTEND, ASH MN 1'ISLM SELL E) R.tIELE FLRLASEINO DO NOT SEAL 110TTOM PN owww=-' TEFIPORAIILT FOLD -UP 1 SIX NOIJSEYRAP (O TUOC FLAP INC IA 12AD POLO MOUSCN N AT JAPW I SLOPE SILL R NeTALL WALL VNYL CIA" STEP 7 �� �,�c._, •C�i�i..__ , •�tik*4 ���.�I AEPHNLT PUSTIC CEMENT MOLDED AROUND BASE GF PPE ANDOVER FLANGE ALISH RJS,HNO 1V W. @SE OF SILL RD. MECHANICALLY FASTEN PANTED STAPLES) NSTALL DIAOT PLE)SAlM AS TN FIASNNb AT TTI POW IIOLIIIILAP DON 1 TAPE OIASONAL CUT I ACROSS HEAD1191000 Q PLUMBING VENT DETAILS SCALE, INTO U"PLY 46' NOM— ZWWA M DEAD X SEALANT AT Wise AND MEAD 0 IPPLY TO JACK OP JeDOWMALNe LOASS, N LNE LV Md-PUNCHM IDLES, OR HATS. INSTALL S' LADE ACla - SAOCED RJDdOLE PLASMM MATERIAL OVER DRIP CAP JOIN (PROTECTOa~ WT•1iM. - Saw) STEP 8 14�0 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 FROM VALLEY CENTERLNE MM L IT IS, TM CONTACTORS, MSF'aMISILTY TO VERFY ROOF VALLEY DETAIL TINE DDI'IPATETILITYOP ALLP76AM40 NOLIDNS NOUNLRPA S, ILITY OS, 1 a6LRAD=T6 R SCALE, NTe PLAOWNS MATERIALS, USED OURINIS CONSTRUCTION 3. INSTALL ALL MATERIALS PER MANIFACTM A10 URITTEN GFWPICAlh" SEALANie MAY REACT ADVERSELY IF Not arNELt EAN AND SEAL JAMB TO SILL JOINTS NINTH DIM IPA FOLLOWINCP COMPLETION OF EXTERIOR RETROPIT WORK REPAIR SCHEME GWMN SHALL BE FS'LEMENTED AT ALL WNDOWS WITH EVIDENCE OF WATER INTRISION BELOW TLE WINDOW OPENING �16"QAML INTERIOR PERIMETER OF WNDOW UATN SEALANT APPLY ON HIM to so— ) SEALANT 1 W►DOW)CMU Jow. PLAID APPLIED R.ASNNO (LANI WNTE-SEAL RC-N OR EOUALA SLOPE DILL TO EX WQaL L 17 IS THE CONTACTORS RESP"104LrY TO VERIFY THE COPPATMILITY OP ALL PRODUCTS, NG-UDNO SEALANTS 1 SELP-ADNERINO PLAS14NO MATEI)ALS, LORD OUP117 RUC CONSTTION 7. FLASHNO AT EXTERIOR W14DO! AND DOOR OPINNISS, SHALL OE INSTALLED N ACCaTDACE NTH PIAMFACTURE" 11467ALLATION NSTRICTONS AND APPROVED METHOD U OF PSC R701A U N ACCORDANCE WRH RDlSTRATION MAIFACTUPVM VOTALLATION ADD K A614NG S, STRUCTIO & !� WSEWEIGIL SEALANTS MAY REACT ADVERSELY F NOFj COMPATIWL _ WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN SLVO. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ip N s Fs RE aumrv. a1 LOT: ABBOTT PARK LOT #6 BLK #13 PROJWTO 04181.000-06131 MODZ , 4EHB "2605- HAYDEN" GARAGM aWZNG- RIGHT PALM: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2021 SEES D TM 09/21/21 scALM 1/4"=1'-0" alvmw WA5 r I /------------------- '------ ---- \ —2x6 SUB-BANb W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK METAL FASCIA —DRIP EDGE !1` I\ —1/8' TEXTURED I \ FINISH s WOOD I \\ 2X6 SUB BANC 1/2' TEXTURED j FINISH s CMU r �\ I ✓ METAL FASCIA WRAP Ya• FROM \ STUCCO, I' FROM \ -------------- - a < WOOD WALL \\ \ \ EXTERIOR WALL \� �\�\ IFRAME OR CMU) \ �\ NOTE: NOTCH FOR 2X6 \ \ \ SUB BAND ONLY \ ®ELEVATIQN ©PL>4N A 1/8' TEXTURED FINISH • WOOD. IQ' TEXTURED FINIGH • cm METAL LATH N-WOO SHEATHMG OR cm WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) r+t "\ P� ` ROOFING CEMENT © FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) 26r`\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) DRIP EDGE METAL KICK OUT '1/8' TEXTURED FINISH s / WOOD, 1/2' TEXTURED j FINISH* CMU / 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT s WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -SAND W/11 'x4' NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3F. SUB BAND DETAIL® WALL W/KICK-OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4• ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY SEP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 0: 0003325 P2 r�r a O F xvuwr 4ie LOT: ABBOTT PARK LOT #6 BLK #13 PMOJWT# 041 .000-06131 MODBIA 4EHB "2605- HAYDEN" GARAGE SYnNO: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 3 'AA NO 9wm DntwT 'I A,09/21/21 SlICAUM 1/4"=1'-0" 8lfEZT WA6 TE-1 8' 4" CONC. r SLAB w ~ O w a w l ~ TOP OF ;b m 28' 2" SLABir M — — — _ _ _ FM.18x18 11 3'-10" 11'-10" 18'd" 11 5'•8" 1�� CHASE 4 Im 14 Ap, p" 11 ILL `O YTOPOF Jrn 9 SLAB i; LLI LuLu I ti N II I 10 I jj 20'-5" 7'-5" w 11 9 11 CW-12x12 '� i i U t4 f 11 F-24 4 m N CWC-12Xi1 — — ¢�IIZ N o N Iw ii� U I n UP TO 2ND FLOOR iv � it ally I (FIELD VERIFY p I , Y 81 EXACT LOCATION) O 5 3'-0" 0 3 N x r#3 TRANSFER STEEL T io I I I 6SIM. 24" O.C. MAX U N I 1A 2 No" FIN. ELEV. N I V FN. CONC. SLAB I K 4 11 I CONC. 14" SLAB m I1p lgi 1 1.1 I 1 4,_3 12" N a'1 L. — FM-16x18 FMC- 16x18 3'-8" 11 4'-5" -10" 18'-0" 2--ill, w mo n L FM-i8x18 J Imi LL I -16xt� a 4 5 FOUNDATION PLAN SCALE: 1/4" - V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -4-9'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENS40NED 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. G. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. l l,GNDICATES #5 BAR, BNDICATES #8 BAR, SDICATES #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 ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,OOCPSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402R02-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402R02A6, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR 1WMA SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7tn EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS W7.4xW1.4 OVER GENERAL 3 12' 16,11 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FW12x18 12' CONTINUOUS 16' (2)#6s FMA6x18 18' CONTINUOUS 18" - (2)#Vs FW2M18 2T CONTINUOUS 18' - (2) #5's + 0"-0" FMCA608 18' CONTINUOUS 18' - (2)#5's - VARIES CW-12x12 12, SEE PLAN 1T - (2)#5's - +(Y'-0" CWC-12112 1T SEE PLAN 1T - (2)#5's - VARIES F-24x24 24" 24" 1T (2) #5's (2) #5% (+ O•{y 7E-1 8" SEE PLAN 8" - (1) 5's .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngroup.com AA #: 0003325 h O a aXMDlV. & LOT: ABBOTT PARK LOT #6 BLK #13I.0 PIoJT# 04181.000-06131 MOD= 4EHB "2605-HAYDEN" OARAGZ 9WING! RIGHT PALM FOUNDATION PLAN 160 MPH EXP. C nw� 09/21/21 aCAI.1C: 1/4"=1'-0" aHEZT si 3B' MIN. EACH WAY MONOLITHIC FOOTING • A STEEL REINFORCING IN GROUTED 3 STEEL REINFORCING IN GROUTED •,p g CELL SEE PLAN FOR SIZE AND dd _ CELL SEE PLAN FOR SIZE AND • a SPACING REQUIREMENTS a SPACING REQUIREMENTS L•'•• GARAGE DOOR O O Da m aI� I p- ° FM °, .0 r RECESS w B• s 8" CMU WALL 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR 1 I IN FOUNDATION WITH LEG EACH y ,- tl-tl� ° •I W IN (I/' I WAY AT ALL CHANGES IN DIRECTIONS y TOP OF SLAB • ' TOP OF SLAB ., SO THAT THE STEEL REINF. ISGONTINUOUS - • Y ° MATCH AMOUNT OF CONTINUOUS BARS °I CURB FOR EXT. PORCH SLAB <. SEE SLAB SCHEDULE . 4 BAR SIZE 48 BAR DIA 4" CHAMFER 115TORY) • EXT. PORCH SLAB I• , SEE SLAB SCHEDULE TOP OF GARAGE o.Is: CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE !b. MASONRY I UNITS SET AT ELEV: W/ i/2" ISOLATION #3 18" 6" CHAMFER (2-STORY) ! W! 1/2" ISOLATION 4" CHAMFER (1-STORY) C'-0" JOINT(WHERE • OY #4 24" 6" CHAMFER(2STORY)• APPLICABLE i f SEE SCHECULE #5 3C' JOINT (VM01 E APPLICABLE) • A. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE #6 36' _z FOR MD, BAR SIZE i DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST !v AND BAR QUANTITY AND BAR QUANTITY N NUMBER OF BARS (!e. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0 2 BCALE'3a'=,'o @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-tl' SCALE: 3/4"=V-0" (1) #5 REBAR VERTICALLY W/CONIC. POURED CELL LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 5'S ° q 8" CMU NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT g S #4 REBAR Q24" O.C. @ CENTER OF SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN .'� 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE b F I PLANS FOR SPACING. SINGLE I 2" GAPPED NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY GALVANIZED PIPE a 8", UNO NAIL 12" O/C STAGGERED. 4 'XCONIC., REINF, W9 W/FLANGE ®BASE w ° FOLLOW ALL MPNF. SPECIFICATIONSFOR ADDITIONAL METAL CONNECTORS NOT l• ,. " z USE AND I REQUIRED WHEN NO M I p 6" #10 VANM ON ¢ i PREPARATION OF Uta PLIFT IS PRESENT. 0 1 6-MIL POLY ETHYLENE n J g 4" 4„ HOLE. a i VAPOR BARRIER ON E •ICI 1 WELL -COMPACTED SECURE FLANGE TO SEE SLAB SCHEDULE .. CLEAN FILL TERMITE SLAB W/(4) l/4" X 2 1/4" Ok +_ O,p if {{{ TREATMENT SHALL BE TAPCONS a•� TOP OF SLAB BORA-CARE 4 . (2) CONT. #4 REBAR 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) .`' ." .•' (2) #5 REBAR ON CHAIRS � s 2,000 PSF VIRGIN SOIL OF295% EQ. EQ. SEE SCHEWLE 12" MIN. DEPTH INTO z COMPACTED SOIL FOR W%D, BAR SIZE VIRGIN OR ENGINEERED SOIL s $ AND BAR QUANTfiY SLAB HEIGHT LESS THAN 3-6' in0 PER PVW ADDING BAR TO %INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION o sQ,LE:3a•,=,,_0, (NO UPLIFT) 5 6 FOOTING W/ BLOCK WALL scALE:34'=1'-a' scALE:3/a'•=r.a' 1A SCALE 3!4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM, PLATE TO BE PT. SECURE BT. PLATE TO rr a n SPACING REQUIREMENTS PROVIDE DEL.TOPPLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL 5 J CONNECTOR8NOT O w REQUIRED WHEN NO 8" CMU WALL ID UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) s ;e .1 S" CMU FILLED CELL (TYP.) +' D'-0" TOP OF SLAB _ 4 TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING • +_ 0 TOP OF SLAB 4• 1/2" DIA. SIMPSON STB2 BOLTS 6' MINIMUM EMBEDMENT EE SLAB SCHEDULE a . EXT. PORCH SLAB BAR SIZE 48 BAR DIA °4 4" CHAMFER (1STORY) GROUTED CELL, 4" FROM ENDSAND ISOLATION 6" CHAMFER (2-STORY) #3 18" 4 • 16" O.C. VERTICALLY MAX NT JOINT JOINT (WHERE • #4 24" 4= 4• APPLICABLE) £ x MATCH STEEL #5 30' SEE SCHEDULE a REINFORCEMENT 7HRUCCHASEFOOTING PER SCHEDULE 47 6" PVC CHASE THRU FOOTING FOR WxO, BAR 811E S� AND BAR QUANTITY MATCH STEEL SEE SCHEMLE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FOR WAD, QUANTITY AND BAR QUANIT' HA PER SCHEDULE 9 BLOCK WALL CONNECTION THRU FOOTING SCALE:3/4"=1'-0" (NO UPLIFT) 12 11 SCALE: 3/4"=1'-tl' SCALE: 3/4"=1'-tl' 10 1 N. RONALD REAGAN RLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.ebde•igngroup.com AA M: 0003325 h � LLs!SL; O a sulwiv. ac LOT: ABBOTT PARK LOT #6 BLK #13 PltDJMCT* 041 1.000-06131 MODEL: 4EHB "2605—HAYDEN" 0ARA03 91tu0: RIGHT PAOL': DETAILS %160 MPH EXP. C L AR NO 9WM A Dw� 09/21/21 SCALE: 1/4-=1'-0" SHEZT S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdealgngro up.wm AA 8: 0003325 4 eUDDIV ac IAT ABBOTT PARK LOT #6 BLK #13 PIWJECTO 041 1.000-06131 MODZU 4EHB "2605- HAYDEN" GA1tAGE OWING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C DATiL. 09/21/21 SCALE: 1/4"=1'-0" elfin" S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ IT HOOK E GROUTED SONDBEAM — � VARIES PER ELEV. d CLEAN OUT REQUIRED ¢ FOR INSPECTION ' FIN. FLR. .A '. '•' TIE ERTICAL REBAR °� b , . TO HORIZONTAL REBAR W/ 10' HOOK �— BAR SIZE 48 BAR DIA #3 18" s #4 24" D #5 30' #6 36" #7 1 42' HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 118' METHOD #4 j 24" HORIZONTAL/VERTICAL #5 30" REINFORCING #s 47' 2 #7 47' SCALE: 3/4"=1'-0' NEW REINF. BAR SECURED W/ 2- PART STEEL REINFORCING IN GROUTED EPDXY. MIN. EMBED UNO =< asa CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i d FOLLOW ALL MANF. d mo SPECIFICATIONSFOR mw I USE AND s J PREPARATION OF D w HOLE. o� 8" CMU WALL e . • a �p Q.• dit TOP OF SLAB er e - ° e ! • EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) BAR SIZE 48 BAR DIA. #3 18" h W/ 1/2' ISOLATION 8" CHAMFER (2STORY) c STEEL REINF. OF JOINT (WHERE i #4 24" BOND. BEAM APPLICABLE) 2 MATCH STEEL #5 30" 8" PVC CHASE S Iv REINFORCEMENT PER SCHEDULE 38" THRU FOOTING #7 47' ADDING BAR TO BOND BEAM see scReouLe FOR MD. MRSIM 4 AND BAR OUANRTY PVC CHASE THRU FOOTING SCALE: 3/4"=1'-0" #5 BARS a� B ?—ter m CMU UNIT DIMENSIONS ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE: 3/4"=1'-0' q' TOP OF SLAB T E 4 • a •e 4 • e 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE c 1441 N. RONALD REAGAN BLO. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeilgngro up.com AA #: 0003325 m a A N aUNDiv as LOT: ABBOTT PARK LOT #6 BLK #13 4181.000-061 1 MODZU 4EHB "2605- HAYDEN" GARAGE awntO: RIGHT PAGR: DETAILS %160 MPH EXP. C 3 DA 09/21/21 aCALE: 1/4-=1'-0" aH6ffiT 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 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ i Od x i 12" 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 P8838, .177" " x 2 7/8" LONG, WITH WASHER Q? 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. HEADER SCHEDULE MARK DESrRIIPTION REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING 8B1 MASONRY 3000 8x18 (1)I/5 (1)Y5 N/A GROUTEDSOLID BB2 MASONRY 3000 8x8 (t)NS N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - 1'-O" •1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774.4078 www.abdosigngroup.com AA S: 0003325 Y le o a aysDiv ao LOT: ABBOTT PARK LOT #6 BLK #13 PROJMCT# 04181.000-06131 MODZU 4EHB "2605—HAYDEN" OARAOX ISWUM' RIGHT PAOM: FIRST FLOOR LIFT BEAM PLAN AND NOTES %160 MPH EXP. C P12 3 DATM 09/21/21 ocAxx: 1/4"=V-0" SIM= s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10"HOOK — 3B'TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-a' OPEN FACE SHELLS AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-a' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. F = FILLED W/GROUT U = UNFILLED NOMINAL WIDTH # OF #5'81 IN 2ND BOND BEAM COURSE NOMINAL 16-1`T/110/ —ice B HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1TM M,OB INDICATES A DOUBLE BOND BEAM III OF#5'S, BOTTOM AND XFXX-1T,OM10B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 Ml0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST '.319 4 WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE: 1 vz=r-a' SINGLE #5 CORNER 1 1 BAR, 30x30 TURNED UP �J•• OR TURNED DOWN INTO STEEL REINF OF FILLED CELL - BOND.BEAM PRO RATOEACH SIDE #5 BAR STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 314"=1'-a' BOND BE m� BOND BEAM Dig 8 mul #5 TYP. 8'k16' b BOND BEAM 8x16 DBL BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP W/(1)#5 BAR '.y', BOND BEAM GROUT SOLID FROM dITOP-R LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 8x8 PRE -CAST CONCRETE LINTEL WY (1) 05 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPEN 'NG-2 BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE G SCALES 3/4"=1'-a' LINTEL, W/O STEEL (LI) REFER4. TO PLAN FOR LOCATIONS ma PRECAST HEADER(MIN) 2x4 (MIN2X3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") B' FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 24 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2-SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHINGWI 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT OSB SHEATHING WALL RCHWAY FRAMING DETAILS 5 W0008E07M FA8196118FACM d. =2" MIN, 2 �' MAX e=2t"MIN,9"MAX G4214 e, =1 ?'MIN, 2 ?'MAX ea = t' MIN, 2 ?'MAX d. =2" MIN, 2 - MAX s.=2 t"MIN, 9"MAX M2d a =1 ?'MIN, 2 ?'MAX' d. -2" MIN, 2 k' MAX & = 2 ,1' MIN, 9" MAX M s,=1 'MIN, 2?'MAX ea = }' MIN, 2 ?' MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE'. • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 THE THICKNESS OF THE OUTERMOST LAMINATION WHERE' d. -END DI STANCE e. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS ea =EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdmigngmup.mm AA #: 0003325 1. O is[ a SUNDIV. as LOT: ABBOTT PARK LOT #6 BLK #13 PROJECT# 04181.000-06131 MODEL: 4EHB "2605-HAYDEN" OARA0E OWING: RIGHT PACE: DETAILS 160 MPH EXP. C r R 09/21/21 SCALE: 1/4"=1'-0" 829EET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WW (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: S IMPSON H1 OA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVERTHE 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 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM V-O-, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LES SHALL BE FABRICATED W/ A 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE A BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3)5"x5Y1") SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT r--------� FIRE L— — — — — — — — 3/4" SUB FLOOR jjt2X4 NAILER FOR DRAFT PRE-ENG. __ STOP FLR. TRUSS ELEV. VIEW it PRE-ENG. FLR. JOISTS ��Il 3/4" PLYWOOD—"'`��_'Jllj•l DRAFTSTOP ill PRE-ENG. FLR. JOISTS I l 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS u II II 0 n n n II II n u n n n u n II 11 II II II u 11 11 If u n n n u II II II II II It it II II II He II II II II II II II II II II J31112 u u n II II II II II 4 n n n u u n u x n u n u n u BAAI,DCAAUwAuwr II II II II II II II 112x4'WVODD'WALLWWI it SIMPSON LOUMI68D8 Wr (4) IJ'' x 4• HD ANCHORS AND It n II, u x 11 II II u n zxaTMiN LL- vWDOD II II u SYP. NO.2 STUDS u II �1112 D.C. II µ)3,^x2)j-WSSBCREWSTOBM, It , �16./ it 11 SYP.N0.2I x n STUDS®n II II u n u u u I II II II II II II 12" O.c. II II 11 N1D1 1111 11 ====-1 ---it—nr-- =-- Iu ni PRE-FFLOOR JOISTS 624.O.C_= II II 'll II 11 11 u R u It II II II II II II II II 2 II WOOD I1 WALL W/ DBL. 1 11 II STUD UNDER JOIST I II 11 II II II II u II III 11 II WALL W DDBL. II p IOVIDEII (TOPPING I) 11 STUD UNDER 11 ALONG THIS TRUSS AS TO 11 II EACH JO111T II PERT FBCR 302.12TO 000 S.F. 11 it it II 11 11 II 11 11 11 ii II II II 11 II II II II Its II II II II II II II u n u u u u u 11 I��) II II I II II II II 11� 11 11 11 II 11 11 11 ii ii II II 1i it it ii FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST �L 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774-4078 www.abdesigngmuP.wm L AA A: 0003325 s� O O 0. BUDDIV. ae IAT: ABBOTT PARK LOT #6 BLK #13 PROJECT# 04 81.000-06131 MODB : 4EHB "2605-HAYDEN" GARAGE OWDM: RIGHT PAGE: FIRST FLOOR FRAMING PLAN %160 MPH EXP, C ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR �' DRAWINGS FOR REVIEW SHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WTH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d x 1 z' NAILS TO TRUSS PLYWOOD SIMPSON HTSM20 W11010d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALLIFLOOR TRUSS ANCHOR WITH TRUSS ORHETA16WT NOTE: APT SYP #2 2' x 4",FI TRUSS AND (4)1/4" x 2 1/4" (12) 1Sd x 1 } NAILS TO TRUSS SHEATHING 10d x 1 NAILS 6", 8" x 4'-0" 8E ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GI GIRDER. PROVIDE 5" R " W/ 10d NAILS, 2 ROWS, 3' S, 2 CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C 70 FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C_( 1) SIMPSON LGT2 GIRDER T CVN WITH NOTE A PT SYP #2 7' x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 x NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTOR TIEDOWN REQUIREMENTS, BLOCK WALL W/1010d TO LONGWOOD, FL 32750 WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 21/4" PH: 407-7746078 ADDITIONAL PLY MAX. TO O GIRDERD(12) WITH(4)t'x TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX :407-7744078 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. "LOTH WITH (4)" x 5" TITEN HD TO CMU AND (12) SOS TO SDS }' x 2 �' TO GIRDER CONT POURED LINTEL www.abdesigngroup.wm AA #: 0003325 2x SECURED W/ (3)16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WTH GALV. COMMON NAILS, ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2x WOOD FASCIA (2) }' x 5" TITEN HD TO CMU AND (18) SDS �" x GALV, COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 17, O/C FOR REVIEW SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOVMJS WITH AND APPROVAL 2x SECURED W (3) 16d 2 GALV. COMMON NAILS. O J" x 5"TITEN HD TO CMU AND (18) SDS }'x 3' 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOXNN) GALV. COMMON NAILS BE ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' Oic SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) 2" COVER & 7APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LEIS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) C ALLOWABLE UPLIFT= 8885 LSS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR 3 sCALE:3/4"=1'-a' 1a 1b 1c GIRDER CONNECTOR(S) SCALE:34"=1'-a' 2a 2b 2c GIRDER CONNECTOR(S) 6A" MAX (W/1X4) OR 10'-a' MAX (W/D(4) T 2K 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE lx4 DIAGONAL BTM. CHORD BRACING, SEE PER ELEVATION PLAN FOR LOCATION 4 MAY NOT BE 0 C PER FFf.I IRF I-.I(]iRT T(1 T(1P PI ATF PRE-ENG (JOIST MOW" B°" ntla W LSTA12 20 GAUGE 4500 314" WOOD PANELS W/ 101x1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 8000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER >� BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAL //-- 2x4 BLOCKING BETWEEN BRACE W/ (" 12d A EA� / TRUSSES WHERE TRUSS (DI) BRACE TO / X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4 -0' O C (AT SHEATHING I ` \I.W4 v T 1 w/ (2) 12d TOENAILS 5/8" GYPSUM BOARD OR 12" HIGHI 0'-0" TO 30'-0" (1) "X' BRACE STRENGTH CLG BOARD 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE G DOUBLE TOP PLATE LVUI-JOIST WTH (1) "X" BRACE DI CENTER TO BLK W 12" DIA BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W 7' FROM CENTER TO END. WASHER SET IN HIGH 2z4 OR 2x6 WOOD BEARING 1x4 BTM. CHORD BRACING RACING END WALL CO OTHER STRENGTH EPDXY 6" WALL W/ SYP No 2 STUDS SEE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2. WOOD FASCIA' MIN, EMBED. AT 32" OC N PLANS FOR SPACING. SINGLE 10'-0" O/C MAXSECURED W/(2) 10d DEPICTED SEE PLAN SEE ARCHITECTURAL MAX BTM. PLATE TO BE PT. PROVIDE BLOCKING COMMON NAILS AT EACH CHORD PROVIDE DBL. TOP PLATE 12"GYP. WL. BD. INTERSECTION TYP. P.T. PLATE W/l2d%8" PRE-ENG GABLE TRUSS S CUR GABLE TO 2x8 BTM. CHORD BRACING STIFFBACK (ASPER OD.MAX 8� 8N'OWOCX ^ TRUSS ENG) (2) CONT. 0 EACH TRUSS HTT4 W/ 5/6' A.B. WITH SCALE: 3/4"=1'-a' TO BE INSTALLED iNDD A SECURE BT. PLATE RY MIN. 7" EMBEDMENTNL= 10'-0" O.C. MAX 4500 3/4" WOOD PANELS SLAB Wl10d MASONRY NAIL 6000 (2) 12" WOOD PANELS 12" O/C STAGGERED. TO SLAB & (18)16d x 2-1/2" NAILS TO POST. ADDITIONAL METAL PERPENDICULAR TO I -JOIST 60 (2) 12" WOOD PANELS CONNECTORS NOT POST TO SIT DIRECTLY ; ;• 90 2x LUMBER REQUIRED WHEN NO ON SLAB (2) 2X12 " UPLIFT IS PRESENT, OF SHEATHING 24" MAX. W/ 24" MAX W/ SPACINGP BEE SCHEDULE FOR SEE FRAMING PLAN (JOIST (JOIST FRONT BOND BEAM REQ. TYP. TOP. LEDGER END OF o e •' .. "4• •. • • LEDGER 4 .� a' • �.. .�.e. LL� • BOARD 9 (2) 2X12 SYP P.T. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR I -JOIST CONNECTION L.B.W. LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/2"WASHER&512' LEDGER BLOCK WALL W/ GABLE END 4 % WITH (JOIST MIN. EMBED. (TYP) 7 SCALE:34'=r-a' (NO UPLIFT) SCALE 3/4"=V-a' PRE-ENG1D TRUSS SCALE.3/4"=1ta' PARALLEL TO I -JOIST (2) 2x8 24" MAX. W/ 24" MAX. W/ 6" MAX. END SYP. P.T. OF SHEATHING (JOIST wOlsT SPACING FRONT .+ SEE FRAMING PLAN TYP. TYP. LEDGER E OTCH DEPTH 114•1) • • LEDGER d a;y BOARD HOLE EDGE>5/8"u 2X6 SVP P.T. �tyEND /4"THE USE OF ALTERNATE MATERIALS MAY BE LEDGER BOARD TO W/3"MIN. EMBED REAR aiMDIV & LM ABBOTT PARK LOT #6 BLK #13 PMJMT# 4181.0 —06131 MODZU 4EHB "2605— HAYDEN" GARAOa SMNG: RIGHT PAGffi: DETAILS (I —JOIST) HOLE DIAMETER 160 MPH EXP. C <215•D SGL. STUD BE USED PARALLEL TYPICAL LEDGER �� USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 OF TOI-JOIST FOLLOWING HIE _ SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, &' ALL AROUND BOLT. 5/2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-T. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS frHOLE EDGE >8"A- SIMPSON IUS1.61/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEWSTRAP HASEMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTSITITEN BOLT SHOULD NOT BE ANY CLOSER THAN S"O/O EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN, 5. ONLY LEDGER INDIRECT CONTACT (REAR LEDGER) WTH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND cz L EMBED 04) tOd GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W (4) 3/4'" WEDGE-BOLT/JSOLT, 5" MIN. EMBED (24) GALV. COMMON NAILS TO HEADER AND(2)l0dzl-12"GALV. NAILSTOJOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECTTO UPLIFT, Fl, AND F2 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSESNOT EXPOSEDTO WNDARE �A MARK SIZE BOLT SIZE MNI.BID016TMNM CB11RN. 8PADIN3 T. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/41" WEDGE-BOLT/JSOLT, 5" SUBJECT TO Fl AND F2 FORCES. I PLATE < 3/5•D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 A A DOUBLE SYP 2x8 114" 8" 24" O/C MAX B DOUBLE SYP 2x12 (2) 3/4" 8" 24" O/C MAX E - SIMPSON MIU4.75/18 G < 3455 LBS, U < 210 LBS WI (8) 3/4'" WEDGE-BOLT/1-B T, 5" MIN. 093, FL#77241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 1T EXP. BOLT/JSOLTRITEN BOLTS DAM 09/21/21 W/ 5-1/2" MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS aCALIM 1/4"=V-0" AND BORING LIMITS (� ATTACHMENT DETAIL WOOD LEDGER DETAIL I -JOIST ALTERNATE MATERIALS aHr 8 SCALE 1 1lT=1'-a' SCALE:—=1'-a' 1 0 SCALE: 3 4"=1'-a' 11 SCALE: 3 4"=1'-a SIMPSON H6 W/ (8) Bd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ Mad COMMON N°s c EACH END IJOIST J LVLJ PLATE STRAPS W/ tOd x i 1/2" HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: -" V-0' 8" CMU WALL REINF. PER PLAN PER ELEVATION H �C— P R VAT 2.4 P.T. CEILING NAILER W/ MASONRY NAILS ® 17' O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG ® 3" O.C.; STAGGERED AS SHOWN #8 WOOD SCREWS DBL. 2X8 SYP #2 LEDGER. x 2" LONG 0 3" O.C.; SEE FLOOR JOIST LEDGER STAGGEREDOFF -SCHEDULE, 10/S3.1A CENTERLINE —J' X 6" TAPCONS 8" CMU WALL //-314" AS SHOWN REINF. PER PLAN / PER ELEVATION y3� 4 IJOIST (SEE O I -JOIST (SEE FRAMING PLAN) FRAMING PLAN) r PER ELEVATICN (2) 2x4 P.T. W V DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. a 17' O.C. 1X2 FIRE -STOP , SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SCALE: 3/4"=1' I" SECTION DETAIL AT I -JOIST PERPENDICULAR 4 TO BEARING ON EXTERIOR WALL PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT e PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOC KING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD P ELEVATICN BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2xe PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 11T HIGH W/ 1/2" DIA. ANCHOR BOLT W/7' • A - SIMPSON MTS12 STRENGTH CLG BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH �"s. U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE412) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" CC MAX B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS VW (14) 10d BELOW FOR PLATE W/ 12d% 8' O.C. MAX GALV. NAILS EA STRAP 2x4 OR 216 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 'o SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 70d x 1 1/2" COMMON NAILS SECUREST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's C EACH FILL ALL HOLES, DO NOT USE FILL 3'• WASHER SET IN HIGH STRENGTH WASH WEDGE HIGHS STRENGTH TRUSSNVOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-U' O.C. MAX x EPDXY 5-1/2" EMBED. MIN. 16' 1 0a 10b 1 Oii OC MAX. SCALE: 3/4"=1'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °- 8 • T�T0 POST ,ION SCALE: 3 4'=1'-0' a• A- SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2lZ SDS TO POST TRUSS CONNECTION L.B.W. 9a gb POST TO BLAB CONNECTION SCALE: 3/4"=i'-0" A&B - 81MPSON ABU44Z POST BASE <U. 1,900 G.5,660 W/ 5/B DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G;10,335 W/ SIB DIA x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-lr2' NAILS TO POST. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdasigngroup.00m AA #: 0003325 J O w 4i o il SunDIV. Se IAT: ABBOTT PARK LOT #6 BLK #13 PROJECT/ 04181. 00-06131 HODRU 4EHB "2605— HAYDEN" GARAGE 9WING2 RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C A AB JC AR NO WM mm Dw� 09/21/21 SCALE: 1/4"=1'-0" smEET S3.1B PRE-ENGINEERED %1 VALLEY TRUSS CONNECTION •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeelgngroup.00m AA A: 0003325 s b axi2wiv. & LAT: ABBOTT PARK LOT #6 BLK #13 PROJZCT:1l 04181.000-0613 MODBL. 4EHB "2605— HAYDEN" GARA*Z OWING: RIGHT PAGO: DETAILS 160 MPH EXP. C I� MI DA 09/21/21 OCALE: 1/4"=1'-0" oltzzT S3.1C SECOND FLOOR DECK PLAN SCALE: 114" = 1' 0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774 4078 wwwabdesigngroup.eom AA g: 0003325 a .y j C avaasv ee LO'A ABBOTT PARK LOT #6 BLK #13 1pmo" CT# 04181.0 0-0 13 Moaar2 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C Dw� 09/21/21 aCA=: 1/4"=1'-0" ai;EET S4 /I 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 ww W .a bd ea igngro up.com AA 5: 0003325 y s� Mill 4 >at78DIV. Ae LOT: ABBOTT PARK LOT #6 BLK #13 PROJECTO 04181.0 0-06 31 MODEL: 4EHB "2605- HAYDEN" GARAGE DWDM: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1/4' = V-0' FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WIN (9)10d x 110 HOG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVERTHE 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK CE,:EE TION REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION ft (P-10 SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x18 (1)#5 (1)05 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)i15 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" Q 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.wm AA 8: 0003325 W s� p rr O 8 C F 8U=jV. & LOT. ABBOTT PARK LOT #6 BLK #13 PROJIDCT* 0418 .000-0 131 MODEL: 4EHB "2605-HAYDEN" GARAGE Bw[NG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C DA mT 09/21/21 BCALE: 1/4"=1'-0" Bill= S5 "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eUe 8/606 16-1 17 IT IT= 1T= TYPE LENGTH PLAIN 818SOLID TYPE LENGTH WIT 6n6-1T BI20.17 8R41T 8128.1T SMAT WIB 6-ITn 1Tn ITn IT11 4716 64.2r O1IW 6 -Xr e/244T 81262T 8=4T 3'$' PRECAST 1436 962 3114 4217 6321 6426 ml 3'$' PRECAST 889 1024 $" 3'PRECAST 1590 3524 4304 5263 6132 7001 2/86 8119 8366 7708 9091 10000 1689 5124 4994 6283 8192 7001 4'-0• PRECAST 1065 700 2306 3126 3945 4766 66e7 4'-0' PRECAST 514 763 V4r PRECAST 1383 30M 3816 4670 53M 0079 1981 0113 7102 am MT 0751 1383 3080 3516 4670 5326 807e 4'$' PRECAST 819 633 1770 2400 3093 3666 43W 4'$" PRECAST 398 591 4'4• PRECAST 12U 2562 3375 4043 4711 5379 16T6 5743 M47 6M2 W41 7566 IwEEO 3375 4M 4711 am 64' PRECAST 931 1247 1999 2560 3123 36M 4249 5'-4' PRECAST 411 411 5'-4" PRECAST 1018 2374 2044 3513 4084 1319 4480 7196 7342 5780 am 1016 2898 3399 3981 4084 5-10' PRECAST 817 1024 IBM 2090 250 3009 3470 5'-10' PRECAST 340 339 5-10" PRECAST ON 1"1 2443 2915 3367 1161 3803 5677 am 048 6776 BPB 2503 3107 3620 4133 8'$' PRECAST �2 1130 3227 3031 3707 4363 5061 8'$' PRECAST 410 721 8'-8" PRECAST am 1676 1966 2332 2700 1130 3227 4596 7064 10000 835 2329 2780 3251 3712 T$' PRECAST 570 996 24M 2205 2898 3191 3886 7'$' PRECAST 303 534 T$" PRECAST 71B No1181 1482 1743 2M5 ON 2498 34M 4064 7067 6472 727 1624 2025 2420 2827 3229 9'4" PRECAST 428 03 1593 2204 2481 2916 2921 904" PRECAST 192 384 9-4• PRECAST 454 686 767 90 1120 1310 dR 1674 2206 30BI 400 4899 872 1318 1643 1900 2164 2519 10'$' PRECAST 388 487 1247 1797 1904 2163 20a 10$' PRECAST 151 301 10'$' PRECAST 356 468 612 755 699 1042 ON1407 1807 2781 3222 3784 SD4 Ilea 1472 1703 1710 1900 1114" PRECAST 330 544 1312 1742 2252 2NO 3030 11'-4" PRECAST 132 417 1114• PRECAST 430 405 630 863 777 872 644 1912 1742 22e2 2868 3662 468 1042 1372 1843 1470 7770 12'-0' PRECAST 308 MY 1210 ISM2048 25e6 3101 12-0' PRECAST 111 3T0 12.0' PRECAST 383 366 478 587 898 763 607 1210 1698 2046 2588 3171 440 940 1300 1560 1914 7478 13'-4• PRECAST 270 433 1045 I365 1732 2167 13'4' PRECAST 82 298 IT-C PRECAST 308 303 393 464 as 645 414 1045 1385 1732 2318 29M 398 760 1057 1312 1071 1203 14'-0• PRECAST 254 388 978 I272 ION1906 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 270 278 300 443 me No 990 976 1272 ION1960 29N 378 717 961 1192 975 1133 14'$' PRESTRESSED N.R NR NR NR NR NR NR W4r PRESTRESSED N.R. 283 14'48• PRESTRESSED 230 422 506 on 748 885 458 1018 1420 1824 22Tr 2712 246 863 990 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'41 PRESTRESSED N.R. 252 1S-4• PRESTRESSED 224 387 464 574 684 793 412 1014 1340 Ins2118 2513 230 Ole 908 1134 1353 7672 17'4" PRESTRESSED N.R NR NR NR NR NR NR iT-4• PRESTRESSED N.R. 183 1T�• PRESTRESSED 187 328 366 451 587 860 No US 1121 1413 1739 2047 192 506 720 501 1135 1312 19 4' PRESTRESSED N.R.235 NR NR NR NR NR NR 19$' PRESTRESSED N.R. 148 19'�4' PRESTRESSED 182 200 348 430 513 505 738 950 12DO 1467 1718 168 428 623 903 950 1098 21'4" PRESTRESSED NR. NR NR NR NR NR NR 21'4• PRESTRESSED .. N.R. 125 21'4' PRESTRESSED 210 308 361 464 527 160 69B 833 1036 e Ils2 1468 142 373 537 Wo 816 943 22'4• PRESTRESSED N.R. NR NR NR NR NR NR 2Z-W PRESTRESSED N.R. 116 27-0' PRESTRESSED 137 no 290 350 420 497 165 560 704 992 1203 1391 137 358 513 B69 779 NO 24W PRESTRESSED N.R. NR NR NR NR NR NR 24,-W PRESTRESSED N.R. 91 2V4r PRESTRESSED 124 174 245 902 360 418 129 460 664 04 1014 1147 124 1 319 1 455 1 581 1 667 793 - ALL VALUES TAKEN AS THE LESSER FROM *SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE k 19-0130.13 ,Q` 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWooup.eom AA #: 0003325 of r q aI I I 13� avaa:v de io'r. ABBOTT PARK LOT #6 BLK #13 PROMMT# 4 .000- 61 1 woaau 4EHB "2605- HAYDEN" *ARAGZ awDTo: RIGHT PAGM: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Nd (9)10d x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 (4-1. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PUKE 2.4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH WASHER Q 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 OTHERWASE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2xe BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE i BA8E PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK WD_1 4X8 (3 J2"x5 Y2") SYP. HTT4 W/5/8" DIA x S' 5/33.1A PT., WOOD POST EXP. BOLT y✓� U U U U U U Q CJ, " IIjj jj jj 4 CJ3 11 n n n u n n It 11 11 11 n 11 11 It n J3 II N N II N II II II N II II II II II CJ5 y�A II 11 11 II 11 It 11 11 11 11 II 11 11 II \Q = J5 1B �g5 A8G 1B d. 1 2 A7 P 6 00Ib 1 _-_-_I A5I __- N A4 e= 09 I A3I O PRE- BRICATEDROOF O_ TRU ES 0 24" O.C. A2 = 1A RIDGE _ Al ewe== _�= vee = ==fie== c O � O 4- m ATTIC I I �z U 16 A 1B r= J5 CJ3 11u11 InIII IuIII InII W CJ1 It 0 U U it 11 op 0 1A i ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-774-4078 www.a bdealgngroup.com AA A: 0003325 W O lit it C aunDIV. a LOT: ABBOTT PARK LOT #6 BLK #13 PROJECTIjI 04 81.000-061 1 moDEL: 4EHB "2605- HAYDEN" GARAGE SWMWG: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C DATTE"" 09/21/21 SCALE: 1/4"=1'-0" BHEET S6 GABLE -END -"—�' HIP ROOF-=-�' ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76,50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (701.70) ZONE 2r " 76.60 PSF (86.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 117' 0.131 F1667 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING ry USE1/2"COXOR7n6"O.S.B. PLY WITH Ed RINGSHANK GUN NAILSAT 4- 0 C AT PANEL SIDES AND Bd RING SHANKGUN NAILS4" O.C. TOP & BOTTOMPANEL AND 8d RING SHANK GUN NAILS AT 6'O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHMENT SPACING ZONE 1: 10d NAILS M 4" O.C. ON EDGE AND 6' O.C. INFIELD ZONE 2e, 2I, 2T. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 W RING SHANK GUN NAU 040C. ,. TOPa eorraM EDc�s ,. - I• TYP. EXT. SHEATHINGATTACHK A �o iL H 00 Y� RAFTER OR TRUSS RnnF SHFArHINn mm�MMUMM"" III , i Emmmmi'lill BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1)ADUL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W BLOCKING 0 18"O. C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SVP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK IN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ; TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING �0 8 7' DECK SCREWS @ 6'S" O.C. MAX EDGES & 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 NOTM: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAIOMUM AGGREGATE SIZE SHNL BE V'r.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWNGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETEDQ'OS®TO EARTH ORNEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3N'. ALL WOOD FOR BEAMS, BEAM NG WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14. BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROWOE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRMEIMDERALL SIA&SOtNGROIMDVAENE INDICATED ON MEMBRANE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLC-FORMED STEEL STRUCTURAL MEMBERS 2016. ASCE 7-16 AND AISC SPECIFICATIONSPRESSURE DRAWINGS. SEAMS LAPPEDS INCHES AND SEALEDVAPOR HARRIER TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES FORMA SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -NARK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSION$ FROM THESE PLANS' MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WRE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUHSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED 3'-0" OC, EACH WAY. TODESIGNED TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR N REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. LUMBER AND ITS FASTEN NGS THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND STRSEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SWILL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AS15M GRADE 40 IN CONCRETE DEFORMED BARS, RESAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAW NGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STA NDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAFLOOR: LIVE LOAD 40 psf D AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALPLATECONNECTED 20 psf TOP CHORD nonconwmnt REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS94 BAR - 26' #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD nanconwrrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING AOGTIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOUVER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990. 16 pef TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W N. 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 W ND UPLIFT: tOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND : DEAD LOAD SPEED MPH SECONDC,RI GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS GUIDE FOR BEARING (ASCE 7-18 (FBC 020) EXPOSURE3. RISK CATEGORY IU INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL SC, ATTICWITHOUT LIVE LOADS: UNINHABITABLE ATTIC WTHOIlT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20p;f, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY- PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT W W STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WA LL WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DOCUMENTSITT ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS, ETC. O ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCOM THOSE ALL SHOP DRAWINGS SHALL REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR U DRAW NGS SUBMITTED IATROUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. 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. INSTANCES, THE CONTRACT ASTM C-076, AND SHALL PROVIDE A MI MMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN LESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINS EXCAVATIONS AND SLAB SUB -GRADE SHALL 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 SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLL OWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PWORTO CONCRETE PLACEMENT. CONCRETE SLUMP $HALLL NOT EXCEED 5" M-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM MEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBARSHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSEDTO EARTH (FOUNDATIONS). B FOR CONCRETE EXPOSED TO EARTH AHIORWEATIER 1.1/Y FOR #5 AND SMALLER 2' FOR #8 AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-1(L' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.NG STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECT ON OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDI STRUCTURAL TION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. S L STEEL SHALL BE ASTM A36/ISBN, Fy = 38 ka FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM A53/A 3M P - y 5 ,GRADE B, TYPE E OR S, Fy - 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED I N ACCORDANCE WTH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLl—ON SIIE 1 TYFE SPOONS REMARKS AFPLICARON 61g TYPE I PACING NE- NRRING TO MA40 11 c.c CPSE HAROENm COIL NA 11/T LONG. 0"QC GARAGE ODOR WICN TO MA9NiYIC W 1N"nA NO WAgIFR —CON MASONRY —CON FAGTENER 0"QC I Ilx"EMBED., i"EN .., 11a"mOE GIST. CA6EHARDENEDCOIL 9"QC WINOOw1COORIFASTENED GA3AOE DOOR &ICI( nA OR 16'O/C (YB"Owl 4"EMBED..<°EppST., I.6EElJDlE6S NAL11li'LOA1G. ETAOOERED INTO M480NRYICONC. TO MASONRY/ANC. E%PAN910N BOL T xA"O.0 llli'Ow1 3-EDGE CISr. WNDOw aunt CA6EHU ENEOCCIL WINO ICOOR/FAsrENm Meru sT 10 CONTACT THIS ENGINEER FOR SPACING I.PT, SEENOTE6 NALI III'LOW INro MASONRVKONc MASgJR(Icorvc. REQUIREMENTS E%T. BMNG DOOR Nx1Dn S'pA "TAPOOA.P 16.00 ttR' EMBm.6°@M). PT, ­6 NO— FA ­GIST., I Ilt"EIXBEg6r. x.Pl WI OOW1WC1( Ot06°PAF.xl9- a'END.DI5T1III PT T09N ✓£E OTEgSTA.Eilm EDGE CAT NoTle 1LES 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 SPECSAND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF 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 DETALED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2%MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 h ZWilk s� � WIWI O ti aUDDIV NY LOT: ABBOTT PARK LOT #6 BLK #13 PROJIDCT* 04181.000-06 3 HODZ%a 4EHB 1r2605-HAYDEN" OARAOE 9WDM: RIGHT PACE: DETAILS %160 MPH EXP. C J� AR NO 9WM DptlwT ATM 09/21/21 aCALE: 1/4"=1'-( aIi S JL V I n © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MA} 7Q STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASC nl=Tnn n t-AZSUTA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) SCIA WOOD ,ARD BY OTHERS 7Q STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL FIT HEM AND IN VALLEYS 1Q STAPLES INSTALLED @ 12" O.C. MAX (INTO EL 3Q (2)WOOD) IN J-CHANNEL SLOT MAXI 2X2 WOOD BATTEN 10 TAPLES INSTALLED O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" M . O.C. l OFFIT O -CHANNEL 3Q J' MAX. -al W- DETAIL D O STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNELAT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT•' Q J-CHANNEL- il DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING ('TRUSSMO / BY OTHER 2-1/4" EMB. 1X2 WOOD BATTEN 11 OFFITQ DETAIL B J-CHANNEL 3Q �- J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING O STAPLES INSTALLED THRU SOFFIT AND J-CHANN EL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" 9Q MAX O.C. STAPLES INSTALLED @ t 2" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) SPAN V PAN 'L AVE VNDTH VE WIDTH (ROOF OOF OVERHANG) ERHANG) CONCRETE; ZCMU CMU OR WOOD (NOTEA) CONCRETE; OFFIT OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E'SEE DETAII'D'J SEE DETAIL'E (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA@ FASCIA END J-CHANNEL @ WALL AND FASCIA END 3Q J-CHANNEL— il nI=Ten r- J-UiANNtL /RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 9Q MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. .i i-•i•• r=ii=i'zrr.••..•,rats:�:rrr• •rrriiii'•••:. 13.519 ciiiiit r=ram ��: •'�:i;sii i�j+=�• •• r'r=:?fi:Biiii::•. 375 375 i• 4 3.625 3.625 . 5 4. 66 1 i0ii S03 _12 ,A DETAILA 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesWngroup.com #: 0003325 41 4 I foal IP atnmly.BBOTT PARK LOT #6 BLK #13 nojmCT* 0418 .00 -06131 MODaL• 4EHB "2605- HAYDEN" GAP -WIC aMxa: RIGHT PACE: SOFFIT DETAILS %160 MPH EXP. C 2 DATE, 09/21/21 aCALE: 1/4"=f-0" axEsr sD1 a 0% a