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Home My WebLink About7796 Sail Clover Lna 99 20"00 a4EHB o 99 1 /HAYDEN 0% - 0_� I, HOMES 12602 Tel: TELECOM (813) 740-9720 (DRIVE, TAMPA, FL 33637 Fax: (813) 740-9715 • OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGNSTATE ITER ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -M, BUND= B ABV ABOVELAVATORYDATE DESCRIPTION DR HORTON HOMES 7�]�1 12602 TELECOM DINE TAMPA FL 33637 1 TEL: (813) 740-9720 FAX: (813) 740-9715 7m mum (2m) fM.* ss w M��p -AM LOIN AN STATZ COM :OCCUPANCY -OCCUPANCY - EMD 1AL, GROUP R3 TREE- VB - . DITERIOR FIliISA - CLASS B -BASIC WIND SPEED - Vuit=180 MPH `1�d=12N 1tPH -EXPOSURE ry� - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL A/C ADJ. ALT. AMP. BD. CL CAB. CLG. cLR. CON(. C.. c.T. D. DBL AIR CONDITIONING LUM. ADJUSTABLE MC. ALTERNATE MFR. AMPERAGE MIN. BOARD MT CENTER LINE MID- CABINET MTL CEILING N.T.S. CLEAR o,c. CONCRETE PI. CARPET P.B CERAMIC? LE PH. DRYER PIT. DOUBLE PLYWD. LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL SCALE ON ceNTEa ON CENTER PROPEAT70NE PUSHBUTTON PLATE PLATE PLYWOOD 06/18)IT 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION �� BID BET I881Ep PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS 'K" PG A4K-LEFT & RIGHT ELEVATIONS "K" 02/ M ADDED ELEV. 'J' 1 K' IIATH 61DNJCs PER MARK 0=6 Lva" BID BET RE-IS&W 04/RAS F007MG REVISIONS PER M. 8011.EB 06/54 I -JOISTS INCORPORATED INTO MASTER PLAN 06R6/IB CONSTRUCTION DOCUSNTS RE -ISSUED 06MAD ADDED VALLEY FRAMING DETAIL, IPDATED BOLLARD DETAIL 01R6/l9 DETAIL- LADDN 1Cs BAR TO BOND BEAM ADDED t0 SI]A AND SPATE CODES D.G. DUAL ,D PPAIR DIG. DIAMETERETER PT . PRESSURE TREATED PG El -FIRST FLOOR ELECTRICAL PLAN DIM. DISP, DP. DR. D.S. DIMENSION R. DISPOSAL RAD. DEEP RAG. DOOR REF. DOWNSPOUT RM DETAIL RO. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN 0246/I9 PLAN MAINTENANCE STATE OF FLORIDA S LF T. CALL• S eye REvIEEA LNdTEL SIZE AT FRONT.ENTRY DOOR UPDATED LEDC*R BOLT SIZE t BFACMODTL. IST FLR LIVING lI@4 BQ. FT. REAM I -JOIST LAYOUT PROFESSIONAL ARCHITECT: D.W DISH WASHER S C. SOLID COREEXTDR PG Dl-DETAILS ADDED LEDLICI'IIBTOKITGIEN4CATFN¢O"PMMARK0=6 A. ABOUCHACRA 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 Sol sa F'i TOTAL LIVING 2605 8GL FT. GARAGE 431 SaFT. PORCH ELEYBK' III Sa FT. TOTAL ELM xL 303 B62 FT. ado PATIO w BFT. Q. EA. ELEV EQ. EXH. EXT FA/FX. F.G. FLR FLUOR. FR. DR FTC. GA, GAR. DISP. G F.I. G EACH S.D. ELEVATION SH EQUAL SHT. EXHAUST SHTHG. EXTERIOR SHWR. FIXED GLASS SIM. FUEL GAS S. FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.C. IINR7 E Ro-PT R T CIRCUITT.O.S. GLASS TYP. SINGLE HUNG SMOKE DETECTORROLAND SHEET SHEATHING SHOWER SIMILAR SLIDING STANDARD SHEAR WAIL SECTION TEMPERED GLASS THICK TOPTOY, Top OF CURB OFPLATE TOP OF SLAB TYPICAL PG D2-DETAIS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS K04/26/1% ADDED STGE OPTION TO ELEVATIONO Yt', N', 'J' K'AR LEDGEROOLTSPACRYsREVIeED ,ADDED OPT. W-OLCEILING VE&M REPLACE USP CONECTORD WITH SMPIM CONNECTORS 03/OSRO REVISED DETAIL ON SHEET 02 OPT. W-V G.G. NGT. 04A0ne REVISED STAIR SECTION DETAIL FOR OPT. W-0L G.Ci MT. 0001/1I 2020 FDC UPDATE 0303/A ADD SOFFIT MA" STRUCTURAL SHEET # DESCRIPTION . GYP. BD. H.B. H.C. HEIR GYPSUM BOARD U.N.O. HOSE BIB HOLLOW CORE V.P. HEADER W. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER 03/06/21 ADD FLAT HEADER f 1'-6' AFF. (W-eL CLG ONLY) PG Sl-FOUNDATION PLAN PG SIAA—DETAILS DRAWING / CONTRACT DOCUMENT `� REVIEW BY BUILDER HT HOT, INSUL, HEIGHT W/ INSULATION W WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. W.NH W.I. WINDOW WATER HEATER WROUGHT IRON PG S1.2A-DETAILS PG 32-FIRST IdFI BEAM PLAN AND NOTES PG S2.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1A-DETAILS PG S3.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S4-SECOND FLOOR DECK PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4.2-SECOND FLOOR DOWEL PLAN CLARIFICATION. PG S5-SECOND LIT BEAM PLAN AND NOTES AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRlTTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5.IA-SAFE LOAD TABLES PG SO -ROOF FRAMING PLAN PG SNl-DETAILS RESPONSIBILITY FOR DITERPRETATIONS OF PG SDI -SOFFIT DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. IN i N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774,4078 www.abdealgngroup.com AA 8: 0003325 1 i i p OTT PARK LOT #12 BLK #9 PItoizcTp 04181.000-12091 MODELc 4EHB "2605- HAYDEN" GAI"GZ BTfMG-. RIGHT PAGE: COVER SHEET 60 MPH EIP. GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE 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. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN h -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. !REWORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL 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 Y- O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THEENGINEEREDWOODASSOCIATION: 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 ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. P1.111BNB 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 M? AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXIEIOOR MIALL COVE WI05 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 EKIEFIDR FMlil3 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-C926-1 Bb, ASTM-Cl D63-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. W ftNWAKT C0Nrq UCTION 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. EKE RM CER M06 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS 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 / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXiW=11OFFI S 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) ,1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407.7744078 www.abdesigngroup.com AA p: 0003325 1 s� M S 8 5 A ABBOTT PARK LOT #12 BLK #9 PFCOJECT# 04181.000-12091 MODMIX 4EHB "2605- HAYDEN" GARAGE SWrNG: RIGHT PAGE: GENERAL NOTES 60 PH E . RE AHU ( SI5CUFE TREADS TO STRIIGER WK3)% S' 11CREUB • EA � 6TRMGER UNTNREADED SHANK TO EXtE1P BEYOND THICKNESS OF SUD-FLOOR SHEATHBN6 i CAP A/4' KICK MATIE 1' MAX. Z'Q NOSING m U N MIN. / /' STOR. / 3-2xa 8YP &1W&WAuvtxaR / weuO 6M J •� DEL / TOP / PLATE 0 '� 2X4 ATTACHED W/ iod MASON r NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, SY OL. MAX BAR DETAIL ASCALE: Ia1•1'-ND' W)CONT. BEAD or SUB-PLOOR ADHESIVE PL-400 OR SMILARE • EA HORIZONTAL RUN 2 X 4 RE-uFOISCIYs • EA 2 X a STRBVGER SECURE W/ad 6'-V OL. up CAP mN LAUN. SCpBEwD PER PASTENER SCHEDULE PRE-OftD PLOCRlO—/ SYSTEM (SEE FLOOR MAMBO SWEET) NOTE STAIRS FIBERS TO GONPORI'1 TO POOR 1T4 EDITION (2020) Ml TREAD -ID' MAX REER•1 8/4' STAIR DATA: W*' MAX VARIATION IN POW 6 1$2' RSER&/RREADS ADJACENT TO EACH 14 TREADS • OTHER 3W MAX VARIATION IN ANY ID'. I' NOSING RISSIVIREAD HANDRAIL CNCW.AIR: CROSS SECTION DIA TO M 1 1/4' -V4' OR PROVIDE EOWIVALENT WFASPABILIIY WINDERS- MIN. 6' WIDE • NARROW END MIN. IP WIDTH • a' PROM NARROW END 34' MIN. HANDRAIL HGT. STAIR SECTION B SCALE:1/2'•I'-C' Narp, 'ENCLOSED ACCESSIBLE SPACE UNDER STAIR& SHALL HAVE WALLS, UND6! STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1W GYP'61P1 BOARDS, POOR 302I. 1 1/2" MIN, - HANDRAIL a 36' V 2X4 RE-INFJRCING THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FSCR R3I1.1.82 NOTE: HANDRAIL ENDS SHALL SE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I#'c 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' SUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16018.1 / F.B.G. 2020 HANDRAIL SECTION C scALE: s/4'.1,_®3/4'•1'-®' ALE; 1/2DADR..DTL. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 J 1 cc 114 s E p F a AB�BOT� PARK LOT #12 BLK #9 PROJECT# 04181.000-12091 MODEL- 4EHB "2605— HAYDEN" GARAGE swn4G: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH W. IF BCAL.E: 1/4"=1'-0" A1A BHIINGLE ROOF ------------------ .►25'-4' BLDG. HICsT. 12 SHAKE DNrs �B BPEGIIFIED FYPON I6'X48' (T DECORATIVE 6' TRIM AREA OF ATnC = 1585 SCL Fr. SHUTTER OR BOARD NET FREE VENTILATION AREA REQUIRED = 1/300 EQUIVALENT REQUIRED VENTILATION AREA 2585 /300 FYPON BKTIDCn 5.28 OR EQUIVALENT B 4'PREIZE VENTILATION AREA %$CL INCHES PER FT. I344J = 7E0.8SQ. IN. TYP• BAND (TYP) MIN. REQUIRED VENTILATION 5X 760.8 IT-4' 2ND FLR.i, FLR IN UPPER PORTION OF ATTIC - - 380.4 SQ, IN. 4' RAISED BAND I I m i_m. OFF RIDGE VENTILATION AREA 115 SO, IN. PER VENT 380.41115 PYPON 16'X62' TOTAL# OF VENTS REQUI RED 3.30783 _0 DECORATIVE TOTAL#Of VENTS PROVIDED = 4 Q SHUTTER OR "AREA Of ATTIC IS THE PERI "TER OF THE HOUSE,-1 THE OVERHANG I y EQUIVALENT EXTERIOR OF WALL TO EXTERIOR OF WAU. NO OVERHANGS INCLUDED I I 1 6' RAISED 6' RAISED I I _ BAND BAND (TYP-) I I - 9'-4 ,` 9'-4 3/4' 2ND FIN. FLR - - - - - ----- ----------- - 2ND2ND' 8'-0' BRIS. HGT 8'-0' CLG. HGT. o ENTRY - — - — - — - — - — - — - — -- - 40 Typ- I I OPT. GOAGH m m ® 4' "BED I I I I ? LIGHT BAND ( I i p B' RAISED I Q ;p BAND (TYR) 0'-0. FIN. FLR _ ---�- - - -- -�- --- -- _ �0'-0" FIN. FLR - f-- I1'-4' 2ND FL B�-� I I I I I I I I V-4' 3/4' 2ND FLR _ FIN. FLR/BRG. HC.T. _ y 8'-O' CLG. HILT I 0'-0' FIN, FLR, FRONT ELEVATION-K V4.1'-0' M<7131115 F I LEFT ELEVATION-K SCALE. 1/4 . 1'-m D BR-4' ,ill' 2ND FLR -_ �G. HILT. Io9-44DFLR INF __�0W-O' FIN. FLR-O' FIN. FLR IA' THICK 2 COAT C6M@IT PLASTER AL`FLED ONMECTLY TO MASONRY—� 4So4' *ALV. 'L'-TTFE FL66A MM T N FI08RiLA&6 614NOLE6 111001 ILLAYP'E'NT A& FM POCK SO&LIL ROOF SHEA.TH&10 THICom AS PM OHM !NL 61110 E FM FASTENER 8CHIDILE eHPeoN L6u-2r-� OR RooreLOFE� ELEVATION MN. T/I6' oft 6WUT14M MAW TO DE 62GIAIE0 TO 2" MEMOER& Lw 6d NAIL& 3' OL. • FERHlTER 6111P&ON LLM-06 UY (4) IOd'. TO LODdM AND (2) IOd4 2X6 6YP PT LEDGER aY V2'x&' THAIEAD® ROD 32' OD. • WTHN 6' OP EACH END MAX. &ET IN 6HP60N HIGH &TPIONG114 EWOXT / 2 (6 SYP PT LEDGER LIM MAO' THNC4DED ROD 32' O.C. • WTHIIN W OP -4, EACH END MAX &ET IN &R'WN H-i STMMT14 Ex oXY 6' MN MIND. w 04AH6EL FOR GOR-IT OVERHANG DETAIL A SCALE, 1/2 . 1'-0' 19421N BRED UV= TR)66E6 • 24. O.C. SUOMIT &HOF DRAWNG6 SEALED DY PROFESNONAL W10MM FOR REVIBS AND COI'T'!M& FLYUIOOD SWA114M 6@ 6711111lCTURAL 2ND RR OR1 HOT. .� (PER ELEVJ Y ROORIO AND W.46HIH10 UP DItlP-� EDGE PER MPM UNIOiMiTEE RE(i)IRO'ENT& UAfAP PA6CIA WTH ORENC FETAL 6O, 216 IIGOD FA&CIA SEE STIR CTURAL FOR PASTDRM vor" D 6OPM PER ATTIC CALC'6 —/ W ANCNOM &6M1 RAISED TRH M" ELEVATIONS :�/ 2ND RR U6DOW PER PLAN B BCALEI RAKE I'-0 RAKE SOFFIT DETAIL I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 M b ABBOTTr' PARK LOT #12 BLK #9 PROJECT* 04181.000-12091 MODELA 4EHB "2605-HAYDEN" GARAGE 8TIMG: RIGHT PAGE: FRONT & REAR ELEVATION "Kt' 60 MPH E ABBOTTr' PARK LOT #12 BLK #9 PROJECT* 04181.000-12091 MODELA 4EHB "2605-HAYDEN" GARAGE 8TIMG: RIGHT PAGE: FRONT & REAR ELEVATION "Kt' 60 MPH E A PI'-4' 2ND FLR B(d�.s. HUT rLR 2ND FLR FIN. �_ FIN. FLR/BRHU U. T. 8'-0' CLG. WIT *_ 0'-0' FIN, FLR 4o l�'-4' 2ND FLR, --�-- r S'-4 3/4' 2ND FLR �, 12 FIN. FLR ; -_-- • ENTRY 0'-0' FIN. FLR LEFT ELEVATION-K SCALE: V4 . I'-0' TEXTURED FINISH RIGHT ELEVATION-K SCALE: 1/4 . 1'-0' TEXTURED FINISH DOAN rON 1 OR LENT 2ND FLR BRG. HUT. -4 3/4' 2Np FLR. FIN. FLR .0'-O' FIN. FLR 1441 N. RONALD REAGAN]BLVD.LONGWOOD, FL327PH: 407-774-6078 FAX: 407.774407www.abdesigngroup.c AA #: 0003325 of s s ABBOTT PARK LOT #12 BLK #9 PROJECT# 04181.000-12091 MODE7s 4EHB "2605—HAYDEN" GARAGE 81WMG- RIGHT PAGE: RIGHT & LEFT ELEVATION "IC 60 MPH ELECTRICAL LEGEND SYMBOL DEFINITION NOTES y-y v DSV ounsT 20 AMP SNGLE FOUR nov OUTLET IIOv CURET in OF OUILCT HARED TO HATCH ail IIOV OUTLET NOUIP m WASRO PAUL NTERWTER (,A,~ RESISTANT TYM 22IVV OUTLET (4) WNE CC*WOTH yp �F aH ICI- EX T. WA?OPRoM ounji aR01WrIER PAULT NTEREI SWTCN SIIAICIN 3-1047 OPER 64 6UTCa'1 4-WAY OPER 1� 1-o AYLL L MOUNTED LwA' CEILNO LIGHT O LED CLO LnHT LED VAPOR ©� DROOP LIGHT O Ne VAPOR PROM LOW OQ IAECEam OAN eVIM. MN I CM PBU Sa. PT. Imla MN YYLIGNf 1 U'1 PER S6 R. vAvpvrwr- AROUND f MNTJ 21 /A.UOIVSCNET W RAIOIEECEIT p d0 d 4' TR1GK LIGHT PANEL METlI! O SD. I11'IOIa OlTECnOIe dtt. LLAca[-IP yyya®IEsc r.� �w U uuLL Mowim SINGS DEncTae sATx w.ac.uP IIe.tJeeml�sa ®splam PdCC 02111 06I�A01t ta1b OF A DB Na L M NOT LOG Tal 4' 114 4- RMANT LIGHT NATURAL GAD OUTLET MLW%IONF JACK Wi IM2ER NMATEU DISCOMECT LAIR' CONDRION DIaCOMKT SEE AHU ON ' I- N� TELEVINON JACK CaLm BOX PNMNM O J-EOX TO RD sUPPoRIm N ACOOMANO N UV 0[.TN MARI®D AS RICN POR NIEON C1L3Na PANILIEHT M EE SUPPORT® N ACCORDANCE UV IDOX PRISED AS SUO4 MR �G4 24' NGNDESCsrt LIaw STRIP nnnonnn 36' INCANDESCENT LMNT STRIP nnnnonnnn AV INCANDESCENT LWNT aTRA• FLOOD LIGHT OPT. SECIIRIY a Ia1TAD • PA NBH-EUTTCN P'OR CHFBS we PORT • LOCATION OF TV JACKS N M40141 OUTLEM N PANS TO BE VOWED . HOMEOWNER PRE -CONSTRUCTION MWN1 • ALL B 4 20 AMP MRANCN CIRCUITS TO BE AMC, FAULT FIN"CTED PER ELECTRICAL FROVISKNS OP N= TTH EDmdN neoeJ � NEG tie_ 2er1 ®ITIOL • DRT' 20 AMP DEDICATED LAYNCASOUIT. • 404 . ISLAND (NOT ON KRCNW CIRCUIT) • 016MASIER DISCONNECT TO ME LOCKOUT N PANEL • BATHROOM EXIWIST FAN TO HAVE MN. CAPACITY OF M OM INTIN"TTENT PETS ELUCTRICAL PROVISIONS OF SECTION MB0T2 P!O! TTH 6DmCN M0201 • LAWDRT 0001 RKaPTACLE SH4LL RD aISgID FAULT CIRCUIT-RARMJr'IER PROTECTION FOR PRINGONNEL ON NOR ME • WR PETHOP SM" NON METALLIC CABLE PER ELECTRICAL PROVISIONS OFPBOE TnU zo-Gig z • ALL WOW TO C.OTLY USTN SLECT74CAL PWA"K * OP TIE MQ MH !D N= FOR VENT OR MICRO IRRIGATION OUTLET • 48' AFF. Lr44T 3RA3 CIL TWIN . RA O U N 2- CODUR OR 3 Nlw . Ra CU N 2- COMM Oa 20 AL sEw. TO TEIENNATE A9kYM aOPM . C%4WAAN& 150 AMP ELECTRICAL RISER NOT TO 8C." COlM4TKN aERVIL7 Tse AIT DUCONlCT VlfrCN AND DeiA40 v[ M ELECTRIC METER IN I ELECTRICAL MATONAL.S AID NSTALLATIONS SHALL Hsu 3" ENCLOSU! CCMMY UATN ELECTRICAL PROVISIONS OF THE PROR MW PANEL LOCAL AND ALL LOCAL PCUER COMPANY PISOUNIVIIISM ALL CONDUCTOM OR" DO TIaaN[rl4w uaiea NOMD oTlawueE. IB.EPNIOPB eElsvlla Paaele cor�ANY PRIOR TO no. ' 8 WomaYSTEM oomm TIMNAL AT LOW VOLTAGE CON OCTIOND 1 4 C U SERVICJ! d IIOMD CQSECMD TO I P 0M 3 •1 CAPPER (CU) N CONCRETE ENCASED PGOIER STOIL PER ow OR PROVIDE 3 EDULE SO PVC ELECTRICAL PROVSONS OF no PROS M %ICED BY THE IN UAnI TIE ELECTRIC MS" DIA X S PT LONG COM" CLAD VIROUNO ROD 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77443078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 o rolu jrEMOsTairp PARK LOT #12 BLK #9 PROJECT# 04181.000-12091 MODE 4EHB "2605— HAYDEN" GARAGm 91RNG: RIGHT PAGlhRST FLOOR ELECTRICAL PLAN 60 XPH M. FIRST FLOOR ELECTRICAL PLAN SCALE. V4 . I -0 '---------' JUN 2021 I I I L I I w � ------__-- LED LIGHTING Dom' Ge/: BCAIM: 1/4" ® SINGLE LAV. B B1-KEET E1 ELECTRICAL LEGEND SYM150L mmuTION NOTES -e tmV OUTLET M AMP "OLS FOUR nov OUTLET Iwv OUTLET L2 OF OUTLAY WE® VV TO amoral —Q� GH IIOV OUTLET lOi� I uwv KA L N NpM RAMpM XSWANT TYPE) 220V CUTLET (4) 11110111 COWINCTIOH II,p O19 mcr WATERPROOF Ou1LEr SR mFAULT NIEUUNIR &ATCH O UTCH S-uAY OPER �4 BUTCH 4-NA7 OPER. HALL MOUNIED L,ow CELMG LIGHT O LED CLO LIGHT Lm ©� PROOF L�nHT OVP VAPOR PROOF LOW ORCOI SO CAN wT. rm I ow PER as Fr. VET. FAN IWISHT I CR'I FOR: as A. VANITT M)CIURS rarEeb TBD aw 2-SWLO WRAP ® L ARgND � ) %WROINDRAP ( M'NTJ { r RJIoREecmw wRAWWOCEUT W-21 21 8 4' T14GX LqM 0 PAP&L ME'ICIR O SD. errs¢ DETECTOIe BAU 409.4 &HammIR ra l=j WALL MONISO sm" DEraCTOR mrr �•---- yIL,1i1�ER ®&I=1I1 b/GO ca 601'/� eFALL alt A THEN 4'R Or NOT t.ESS TFaQI 4' I•6DIM LnFT NATURAL a" OUTLET ► TELEPHONE JACK WATER FEATR OmcomECT cnNo DReaaEer UnaAIR eu Aw aN ' FE maveION JACK .� p i-sm 0 will 01PPORtlo IN �AWt am MARaD A& 0" FOR CAL CELNa rANLWFT TO R SUPPOWISO N ACCORDANCE WW OM MINCED A& SUCH I = WBOTION p,Q�pp 24' 04MANORSCOW LIONT STRIP nno x' NGMtlaOB(T LEAPT STRP nnnnnnnn M, LI&NI WRIP PLOOD LIMY -- OUR.SEcuuTY li1'PAD • Pa P nwa:rwm FOR cwm Wm FORT • LOCATION OP TV JACK& A PHONE OUTLETS A FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRICTION Farm" • ALL B A 20 AMP BRANCH CIRCUITS TO N ARC FAULT PROTEC= PER ELECTRICAL PROVUH" OF MM Tn( UTDITION ruse) A NEC ONl1 Mn EDITIOFL • 20 AMP DEDICAT® LAIlIDRT' CIRCUIT. • aR • ISLAND (NOT ON KITCHEN CIRCUIT) •DI&FUAAFER DISCONNECT TO R LOCKOUT N PANEL + BATHROOM EXFWU&T PAN TO HAVE MN. CAPACITY OF EO a" INTERMITTENT PER maCTRICAJ. PROVISION& O' SECTION MBOTJF rW�R Tru EDITIOIW rseaei • LAWDWr ROOM REC@'TACLE WALL BE GIROIW FAULT CIRCUIIT-&REIaaS•tElt PROTECTION ►OR UMM METHOD, NON METALLIC CABLE MR ELECTRICAL FROWN" MQL= • ALL WOW TO CXIMPLY wn iONs OF THE FOCJR 9TFI !D 121M ALL • PS SWECTEMULD D � GR ®L BE R EP TYPE PER IIL-------------------------J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' " 1'-0' Z Lon] LED LIGHTING C DOUBLE LAV. BAT 1 LED LIGHTING @ DOUBLE LAV. ISATMIr JUN 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd'asigngroup.com AA #: 0003325 It all oil, a C F'slglkTT PARK LOT #12 BLK #9 PROJECT# 04181.000-12091 MODEL: 4EHB "2605— HAYDEN" GARAGE 81TWIM. RIGHT PACOND FLOOR ELECTRICAL PLA 60 MPH SCALE: 1/4"=1'-0" 1 E2 i ------------------------J SECOND FLOOR PLUMBING PLAN SCALE, V4 " P-®' FIRST FLOOR PLUMBING PLAN SCALE, V4 " V-0' MAIN PLUMBING RISER DIAGRAM I N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407.774,6078 FAX: 407.7744078 www.abdesigngroup.com AA 8: 0003325 1 O G w 4 6 F ArBAlirwp PARK LOT #12 BLK #9 PROJECT* 04181.000-12091 MODMIA 4EHB "2605-HAYDEN" GAP—t E 8WING: RIGHT PAGE: PLUMBING PLANS 60 KH DwTffi 06/14/21 8CA B: 1/4"=1'-0" MMET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAIS t MASTIC. AND INSTALLED AS PER FBC IN EDITION (2020) MECHANICAL BUD& CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR NTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CI-IMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION •03 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC TTH EDITION (2020) MECHANICAL CODE 603.1 T, BATHROOMS CONTANNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 1TH EDITION (2020) MECHANICAL CARE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. SECURE STRAP TO GONC. CONDENSER W/ (2)-3/16'X2' TAPGONS UNIT WHIPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) #SX1 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAN COND. DRAN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR BRONZE FL.. PL. � � OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VjC OPTI/SPEC FLOOR SLAB CLEAN -OUT (TY LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD CEILING EXHAUST FAN RCEILING EXHAUST FAN i LIGHT O/A OUTSIDE AIR m THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM ? y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER-----y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAN LINE AND TERMINATE IN AN APROVED DRAM, AS PER POOR ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3013A HVAC DRAINS CA. PLUG PIN. GRACE OR PAVING SEE SPEC. I'-6'xs' GONG. FITTING CR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYU r------ - - - -- I I DIM 14' SIA FROM ABOVE ROQM BEDROOM #2 12x8 --I I II------� II I I II t2X12 Ii 14X9, ------- PASS [-Z I I �I II THRU BATH #2 I I------------------- I I----�< x I I I I I I I I I I I O JUTCHE STOR• I I I II I I I PAhL I p . 12Xs 9XX4. �♦ III � III SXS/ FLEX III--� III FOYER III PORCH 8' S/A FROM ABOVE GARAGE FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 " 1'-0 WH 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 a � � oil ABBOTT PN PARK LOT #12 BLK #9 PROJECT* 04181.000-12091 MODEL 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH E 7 BCALE: 1/4"=1'—O" M1 2X4 TOP PLATE PRE -FAD TRUSS V2' CLG. BOARD 1/2'DRYWALL SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' Or - MAX FIN. FLR 2x4 WOOD STUDS 024' O.C. HUNG PLUMBING !MS AND WALL 4ETS SHALL BE Ni THAN 2x4, WHERE ED NOT MORE ib' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL NON—BRG. D� SCALE. 3/4'.I'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR W511. ROOF SHEATHING THICKNESS AS PER SHEET 8141. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND, CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1_0. TYP. OA. 0/8, GYPSUM 04 OR 1/2' HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES IWNCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - "IPB • 24' O.C. Ia, Cm 1/2' GYP. WL. BD: WOOD BASE — S' DIA SLEEVE DO NOT CWT MCND BEAM NOT CUT SOLID d167UT THE BOND W/ (I)- -S DRAM (2) CCkVM - PROARS A NPIPE THROUGH BOND BEAM SCALE. 3/4'.I'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR WS I ROOF SHEATHING T14ICKNEGG AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY AW SM MR 6Y W 26 GAS LINE THRU BLACK D seA�e.vr— H' IMCK, 2 COAT - PORTL40 CM(T "TINS AM60 PmemT' TO MASORT Q. R2O. ROD REfs MMCAL TRA« I, x �u. I. `Rr mirer°O°" a GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX ---,WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE UW (2)12d NAILS AB PER FBCIR 906.I.1. AS PER FBCR Wb U. S EA END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL- DETAILS SHEET SNL SHEET SNL SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRICsHTS MTI-. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER M9 �-ENG �• TRUSS ax A) 2x FASCIA PER ELEVATIONS O. ELEVATIONS PER ELEVATION VENTED SOFFIT VENTED SOFFIT CONT. 2x RAT RUN SECURED PER WALL "ATHING STRUCTURAL DETAILS THIC0688 AS PER SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR WALL SHEATHING THIC104E88 AS PER FASTENER SCHEDULE INSULATION R-VALUES PER ELEVATION SHEET SNL SECURE PER ON SHEET SNI FASTENER SCHEDULE PIS-EWL GABLE TRUSS 5/8• GYPSUM BOARD OR 1/2' ON SHEET SNL HIGH STRENCsTH CLG. BOARD PRE -ENO, GABLE TRUSS WEEP SCREED WEEP SCREED 2x P.T. SECURED PER STRUCTURAL. DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS I MANUFACATURES SPECIFFIISCA IT ONS 1/2' THICK, 2 COAT P'ORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Ix2 P,T. FURRNG- STRIPS • 24. O.C. 1/2' GYP. M. BD. - WOOD BASE— rim-7 0'-0' FIN. FLR�_ _ _ ®'-®' FIN. FLR 0'-0' FIN. PLF%L / _ } 0'-01 FIN. FLR ROOF SHEATHING THICKNESS IS ,, ;•• ROOF SHEATHING THICKNESS IS e , ENGINEERED PER ASCE 1-16 IN a ENGINEERED PER ASCE 1-16 IN • a ' �• ACCORDANCE WITH FBCR 2020 • ,; ! : ,.- ACCORDANCE WITH FBCR 2020 4 1TH EDITION, SECTION R301.13 4 1TH EDITION, SECTION R301.13 AND 16099.1. AND 1609.5.1. W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NO OPENING NOTE: NOTE, METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE (!11—STORY HIP BLOCK WALL INSTALLATION OF ROOF r6_"�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE ecALE: s/a'UNDERLAYMENT IN ACCORDANCE WITH FMCR 905.1.1.1 OF THE FBCR WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4065 TYPE III TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 J q O F SuDDIV. & LOT ABBOTT PARK LOT #12 BLK #9 PROJECT# 04181.000-12091 MODEL: 4EHB "2605— HAYDEN" GARAGE 81RNG: RIGHT PAGE: DETAILS 60 MPH W. mm DRMT A08/14/21 SCALE: 1/4'=1'-0' DIEM= D1 FIBERGLASS SWINDLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UJDERLAYMENT AS PER POOR S®S.LI. AS PER FBCR SMIL ROOF SHEATHING ROOF SHEATHING THICKNESS AB PER THICIOdE88 AS PER SHEET SNI. SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE -FIND WD. Ep R PIE -END 11.7. TRUSS- 24' O.G. MAX EV TION 24' O.C. MAX METAL DRIP EDGE METAL DRIP EDGE— BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY C LCO FOR VALUES VENTED -m' O.N. S/V GUM YPSBOARD 2x FASCIA PER ELEVATIONS SOFFIT TYP. OR L/2' HIGH STRENGTH CLG. BOARD Vp TEP—/ bQ FIRE -STOP SOFFIT REFERENCE STRUCTURAL -4.1 MSUL. I�IQENGE I I STRUCTURAL. WINDOW ATTACHMENT AS PER MA FAC 1 6 SPECIFICATIONS STRUCTURAL 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT E P GLUED AND NAILED 1/2' THICK, 2 COAT— PORTLAND CEMENT AS PER NAILING PORTLAND CEMENT PLASTER APPLIED w SCFEDW E PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m R MASONRY IX2 FIRE -STOP 'fMEVATI DO FIRE -STOP--' SEE STRUCTURAL SEE STRUCTURAL— R EVA ION S/S' GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD — - -IfF4.9VATION IX2 FIRE -STOP DC2 FIRE -STOP R-4.1INSUL. I I I i � WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT 4 Ix2 P.T. FURRING PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO STRIPS • 24' O.C. PLASTER APPLIED MASONRY S, CM DIRECTLY TO MASONRY 1/2' GYP. ILL. BD. IX1 FIRE-STOP—� // I IX4 FIRE -STOP OH. w 9 Q w w BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD w FIRE -STOP iR-4.1 NBUL. 3/4' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R IfELEVATI R NATION S/S' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG.BOARD R-4.1 INOUL. Ix2 P.T. FURRING STRIPS • 24' O.C. e' cm 1/2' GYP. WL. BD. WOOD BASE - e e 4'a , a WIZ WINDOW OPENING 1 WITHOUT WINDOW OPENING SECONDYFLOOR FLOOR LO K BLOCK SCALE, 8/4'•I'-®' JUNI 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdes Igngrou p.00m AA #: 0003325 M �1 o ABBT O PARK LOT #12 BLK 9 pno" CT/y T 04181.000-12091 DLODEX. 4EHB "2605- HAYDEN" GARAGE BTIVMG: RIGHT ]PAGE: DETAILS 60 9PH Qifj rm 2x6 PT.. CENTER OF DOOR HEADER SECURED W (V V2' X 8' J-MOLT Wv 4' MN EMBEDMENT W 2' X 2' x VS• WASHER 4 NUT OR WV (2) V2' X 8' ANCHOR BOLTS W/ 4' MN W wim ENT W 2' X 2' X VS' WASHER 4 HUT — ®I TO BLK WV V4' TAPCANB I W EMBED. B• OC. 4' EHD DIRT, I VY NOW DINT. E 2X6 AARAdE DOORBUCK SEOIREC W (N VY X 0' J-BOLT OR ANCHOR MOLTS. W/ 4' MN EMBEDMENT, WV 2- X 2' X V8' WASHER 4 NUT. (D WITHIN 8' OF TOP, (0 WTHN 8. O' THE BTM, E (S)EVENLY SPACED. EI IEr NOTE& ALL ANCHORS SHALL BE N ACCORDANCE TO MANUFACTURERS INSTALLATION NBTRJCTIONS WERE SUCH N671111IUCTIONS ARE MORE STYMSENT GARAGE DOOR t BUCK ATTACHMENT /cALc, vr.r- 8• CMW V2' DRYWALL bt4 P.T. OR 5/4'X4' MN SECURE THRU FRAME 1 ❑ PX4' EXTEND 1-V4' INTO P.T. NAILER BLOCK WV 3K' TAPCONS DOOR CASING 6 MN SHANKREACH MN HEAD S0MN E"IDEDV4'UATHN S' O•END DOOR JAMB OR WINDOW • W OL. MAX SPACING ATTACH TO 2X PER MANFACTURE8 DETAILS, NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +8/4" OR +5/4" 1/H4D011 TO BLACK +8/4" OR +5/4" 2X4, SECURE TO BLOCK UV 3A6' TAPCCM MN SHANK SIZE J45 MN HEAD SIZE " MN EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 1 W OC. MAX 8PACIN& 2X6. m SECURE TO BLOCK WK2) 3/16' TAPCONS MN SHAK SIZE .HO MN HEAD 812E 3W MN EMBEDMENT 1 V4') W CHU WITHIN W OF EACH END 1 M' OC. MAX SPACING. 1,2' DRYWALL 2x& ® El I'x4' SECURE TO BLOCK P.T. NAILER WK2) SAW TAPCONB MN SHANK 812E J48 DOOR C14A" MN HEAD SIZE J100 MN EMBEDMENT I V4') UMTNIN W O' EACH END 4 b' OC. MAX SP'A'CM DOOR JAMD OR WINDOW ATTACH TO 2X PER MANFACTU1928 DETAILS. NOTE. SHIM AS !WEEDED TO PLUMS JAMB (DO NOT DCCEED V49 DOOR JAMB TO BLACK +1 1/2" r111BdDOR TO BLACK +1 1/2" SECURE TO BLOCK W/ SAW TAFCON6(MIN SHANK SIZE .Wb MN HEAD SIZM 300 MIN. EMBEDMENT 1 1/4•) WITHIN 0' OF EACH END 1 ID'Or— MAX SPACING. 2X6, = SECURE TO BLOCK IWY2) 3 %' TAPO" MIN SHANK 812E .14E MIN HEAD SIZE 300 MN EMBEDMENT I V4•) WITHIN S' OF EACH END 6' CM 1 m' OL. MAX BPACNd� 1/2, DRYWALL 2X& ® ❑ SECURE TO BLOCK I'X4' WK2) 3/16' TAPCOHS P.T. NAILER MN 6", K SOa 10 1/16' OA& X 4' MN MN HEAD SUM 3" MN EMBEDMENT NT 1 V49 DOOR CASING WITHIN 8' OF EACH @D 1 M' oC. M4x SPACM DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFACTURE& DETAILS, NOTE, OHM AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 15/18' ,,\WIND00 TO BLACK +1 15/15" 2M. m SECURE TO BLOCK UV 3/16' TAPCANB MN SHANK SIZE J45 MN HEAD SIZE .300 MN EMBEDMENT I V49 WITHIN 0' OF EACH END 1 W OL. MAX 6PACN& NOTE, STRUCTURAL 2X MET DE 2X6, m ON ONSIDE 1 6au1RED SECURE TO BLOCK THROUON NON-STRUCTURAL WK2) SAS' TAPCONS 3/16' TAPCON MN I-V4' (MN SHANK SIZE .14E lNBCDMFNT INTO BLOCK MN HEAD 812E JI00 MN EMBEDMENT 1 V49 S11r WITHIN 8. OF EACH END 0• CMJ 1 15' OC. MAX SPACIN& V2' DRYWALL SEC ® ❑ PX4' TO MOCK NAILER WK2)SECUSA wrc2)an6'tAF'CON6 P.T. MN SWANK SIZE .H8 DOOR CASING MN HEAD 61ZE JI00 MN BMBEDMRNT I V4') WITHIN W OF EACH IND 1 I6' Ca MAX SPACNCL DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUE& DETAILS, NOTE, SHIM AS QED TO PLUM JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4' n 01► TO B CK +2 1/4' y 2X4. E 2X4, SECURE TO BLOCK SECURE TO BLOCK W/ W3AW TAPOONS MR LAW TAPCONS (MIN SHARK SUE J40 MN OP." 812E J48 MN. H SI HEAD MKFT I V49 MIN. 1 1/41) WINN 8' OF EACH WTHN 6' OF EACH END 1 M' OC. MW( WHO 4 M' = MAX 6PACING. 6PACN& 2X6, m 2X6. m SECURE TO BLOCK SECURE TO BLOCK W K2) SAS' TAPCOMS WK2) V4' TAPCONS MN MN SHANK SIZE J45 SHANK 812E J4S MIL MN HEAD SIZE -00 HEAD SUN "MIN. MN EMBEDMENT I V4•) EMBEDMENT I VW) WITHIN 8' OP EACH END 0' CMWITHIN 8' of EACH END 4 b' O.O. MAX SPACNY 4 M' OC. MAX 6PACNG. 8, CM 2X& ® ❑ V2. DRYWALL 2X& 1� U2' DRYWALL SECURE TO BLOCK Iw SECURE TO BLOCK PX4' WK2) WAS' TAPCOHM P.T. NAILER WV(2) V4' TAPCONS P.T. NAILER MN SWANK 812E 10 DOOR CASING MN OHAMC 61Za 3 0 MN HEAD SIZE J10O MN HEAD SIZE JH00 1/Mr' OJND. X 4' MN MN EMBEDMENT 1 V4') MN EMBEDMENT NT I V4') WITHIN 8' OF EACH END UTHN W OF EACH END DOOR CASING 1 W OC. MAX 1 W O.C. MAX 6PACNG. DOOR JAMM opt WIDOW 6PACNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH ATTACH TO 2X PER MANUFACTUEB DETAILS. OVAILS. NOTE, SWIM AS HEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +8' O� nTlr Tn nTnr2r +a• 2X4 m SECURE TO BLOCK W/ 3/IS' TAPCONS MN SHANK SIZE .HS MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 8. OF EACH END 1 W OC. MAX SPACIN& NOR', STRUCTURAL 2X MUST Ba 2X6. = ON OUTBID! / SEGUIED SEGUE TO BLOCK TWPWLKMI NON-STRUCTURAL WK2) 3/*' TAPC4" WW' TAACOI MN 1414' MN GNAW SIZE .14ESMORDMINIT INTO BLOCK MN HEAD SIZE 300 MN EMEDMENT 1 1/4') 0, CMWITHN S' OF EACH END 1 W OC. MAX SPACNG. W' DRYWALL 2x& cm PX4' SECURE TO BLOCK P.T. NAILER W/(2) S/16' TAPCCNS DOOR CASING MN SHANK 812E .146 MN HEAD SIZE AW MN EMBEDMENT I V4') Ul N 0' OF EACH END 4 IS' OC. MAX SPACNM NOTE, 81 M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 2H0 2X SECURE TO STRUCTURAL MEMBER UV(2Ad WITHIN 8' OF EACH END 1 6' TO 0' OL. MAX DOOR JAB OR WINDOW ATTACH TO 2X PER MA14FAC IMS DETAL& DOOR JAMB TO BLACK +S" gOjmmox TO 9Marx +2" NOTE, SWIM AS HEEDED TO PLUMB JAMB (DO NOT E)aC:ED V4') DOOR JAMB TO BLACK +3 7/16" a • TO BLACK +3 7/16" 2X4. SECURE TO BLOCK W/ V4'TAPCONB MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I VW) WITHIN 8. OF EACH END 4 B' OC. MAX SPACING. 2x6, m SECURE TO BLOCK WK2) V4' TAPGOJB MN 6H4N,IK 812E .N0 MN NEAP SIZE .300 MN EMBEDMENT 1 V4') WITHIN W OF EACH END 1 W OL. MAX SPACING, 2)(& 8ECUE TO BLOCK WV(2) V4' TAPCONB MN 614" SIZE 148 MN HEAD SIZE 3300 MN EMBEDMENT 1 LIW) WITHIN 6' OF EACH END 4 M' = MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 1 SacJUED TW ROUGH NON-STRUCTURAL SAW TAPCO4 MN I-V4' EMBEDMENT INTO BLOCK L�1 a' CMU V2' DRYWALL 1 X4' P.T. HEAILaR j� PP.T.X 4'MN DOOR CASING NOTE, SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTU RES DETAILS. DOOR JAMB TO BLACK +3 3/4" /11IIIiD0V TO BLACK +3 3/4" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407.774-4078 www.abdesigngroup.com AA M: 0003325 1 C At3BO!'rI� PARK LOT #12 BLK #9 P3MOJ=T* 04181.000-12091 1[ODEie 4EHB "2605-HAYDEN" aADiAOE 8TrDZes: RIGHT PAGE: DETAILS 60 MPH EXP. 2024 30330.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/STRUCTURAL158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5 JUN THIS IS A COMPILATION Of PRODUCT PRODUCT APPROVAL LISTING PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL fJ MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUR. COMP, WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/31f2021 10456.3 SIMPSON STRUR. COMP. WOOD CONNERORS 2020 FBCR 8/31/2023 13872.14 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUR. COMP, WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUR. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUR. COMP. WOOD CONNERORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 30446.1 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30447.1 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/33/2021 10860.2 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUR. COMP. WOOD CONNERORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUR. COMP. WOODCONNECTORS 2020 FBCR 12/31/2021 44 101.3 SIMPSON STRUR. COMP. WOOD CANNERORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/33/2021 10531.20 SIMPSON STRUR. COMP. WOOD CONNERORS 2020 FBCR 12J23/2023 10531.1E SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.3 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS 8 DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678•RS CLOPAY BLDG. PRODUCTCO. EXT. DOORS SECTIONAL 2020 FBCR 12/31J2038 15279.2 CLOPAY BLDG. PRODUCTCO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCTCO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 23955.1 THERMA-TRU EXi. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2020 f80t 12/31/2021 23956.5 7HERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15236.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 1AME5 HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 DAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19903.3 DAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 LAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 1441 N. RONALD RF.AGAN BLVD. LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 www.ebdesigngroup.com AA #: 000332E 0 � AMOTT PARK LOT #12 BLK 9 PROJffiOT� 04181.000-12091 1[ODffiLe 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT pwam PRODUCT APPROVAL LISTING li�60 MPH EXP. � AMOTT PARK LOT #12 BLK 9 PROJffiOT� 04181.000-12091 1[ODffiLe 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT pwam PRODUCT APPROVAL LISTING li�60 MPH EXP. PIEFOY41BO CONTROL JOINT PLANS! OP CONTROL JOINTS Td IN WIRED TIED To LATH • S' OG. MAX (VERTA NOTE, DO NOT FMTEN CONTROL. JOINT TO WALL EVT41 R STO EXIST& BEYOND EXCEPT STAMES LLV WLEG NNCM MAC24TI L ,TOUR T�� COAUNS INSTALLATION -� FO0 X1 IBE &P&1EEMARTICALLT ? THICK a COAT CEMENT PLASTER WR6 LAYER •2. FORTIFUOER BUI Z*n PAPER APPROVED FETAL LATH FASMW 61' (VERTJ O.C. MAX AT SUR'OM NAB LATER at STUD O ~ WOOD SlEATHNS M FAO LATH eWAI.L Na CE P NTMUOMTR4JONBUTDE - TEEACH SDe PROVIDE 2X4 B1.oGKlF15 PER AS c.3 PLACED ►LAT MAX W TO S' PROM CONTROL JOINT UA•EN \ / CONTROL JOINT K41-1-e ON L FA6TBIRS FOR LATH TO M NAILS OR\ i / STRUCTURAL STUD STAPLE N COMPLIANCE IW ASTM CIE►& 2. UARE TIES TO BE (NO. N) oD41E' WIDE / a BLOMNS &NOUN MAT BE INADDITION \ TO ULALL &1UD8 REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL Ft1LD NYYO • Pr. A OL FAD NIa.� Pr. A L fl1111A4& • PG e L CpwA • Pr. C 4MW.E OWN OL FOLD NM1IO . Pf. A L CItA4t • Pr. e RIC 4e Y APPROVED BUILDNS WRAP .HALL BE LAF"W A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • MOR IZONTAL LAPS. ALL. SEN'1& NEED TO BE TAYTAPME�-, UT14 POIAP MM IWEAT14NS LATH VERTICAL LAP TO BE 1' r— FETAL LATH WM LATER •I, STUCCOLIURuAw �WJLP Y ArMIR FbQE� / J1 ( of eAPER LAP SIDE LAP& OF FETAL M-A&TER SALES &FALL BE eECUIED TO MRAMINS MEMI M E 1IED BETU.EEIN1 SU"PORT& WITH DJO415-K (121-MM) WIRE AT INTERVALS NOT MORE TIAN S' (22&-M1A AS PER ASTM CIO&S. ® KICKOUT REPAIRS, TEARS IN U S, TRAM DETAIL MAYMRS ATCH MAY BE PATOlD UVFUOUSC WRAP CAPE PER MANUF. arm OR FEEL 4 &TICK TNTF M8 COAT CEMENT FETAL LATH UJIM LATE! 9. POWPO" BIUILJJNS PAPE9U WOOD G= SFEATI" PAPER OIUCCO PIPE/ WINE TO NgU4 M NAD LAYER •L STUCCO WRM we LAYER 4, PORK! BUULNS PAPER FETAL LATH 6N6' GW-ADWO04 VNMDR/UNE PLASHNS OVM 4'x4' FLASHING OVER APPROVED (ANT. BEAD OF SEALANT TALL APPROVED WOUNR~ AIR LTRAnGN BARRER OVER SECTION PE SECTION Exterior use of portland cement plaster hell comply with the application requirement. of ASTM C 92&18b. Installation of a tenor lathing and framing shall comply wiM ASTM C 1063-19a, or ASTM 1797, ►s7s1 1' OR LESS Mpg PENETRATION CUT AND OVERLAP ONE SIDE OFF &ELP-ADFERNS M191DRAM PLAeHNS STEP el — WOOD SHEATHING ® L FaLo NIIVO . Pr. A OR CMU L CNAae • Pr. a WRB LAYER 01, • nwAee • Pr. STUCCO WRAP (FRAME ONLY) 4. FOLD Pr, O OVIee t•r. A e�oTrna+rti. z 7011TO1p� ® .L J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) 4i METAL LATH (FRAME ONLY) ® LAP WRB 4 TAPE OVER ROOF/Il1ALL SCREED Riau+ Rimul Era cvr. IT THICK a GOAT CEMB4r Z 5'X5' 'L' TYPE CONTINUOUS PLASTER ("64Vb la' a CS.AT L GAL V. METAL FLASHING C~ FY> LAW" fCF Z (NAIL ROOF PECK NOT UM LATE 12 PaRTW4MM SH WALL SHEATHING) PJUILDNS PAPER(fitt" OrL» UM LAYER q CAP SHINGLE - DO NOT NAIL, STUCCO ~"Iwo OLY) INSTALL WITH ROOF CEMENT LAP LA"M OF &MM" br4aP O w MAILM ".44E, STOP 1:ga ft"I orA00�111i �. DfiFft"■ 00 cif! I ROOF CEMENT \ UtaLL rtA4ISUa ibf a ROOF PER ELEVATIONS rLAsxAn(4Is i MAW �' a �tL U41M MW SEAL fro ON 401.0111A ITT f]R) r�l.la� .STaF RooF t YMLL NiBMet:rKW r FAMICARaw O"L" FLASHING N.T.S. N.T.S. 4• 6. LEGEND DRAINAGE PLANE (UWRB LAYER 01, STUCCO WRAP) WRB LAYER 412 (FORTIFIBER BUILDING PAPER) METAL LATH e'ss' SELF-ADNMtM TSTMBRANN FLA614M (COMPATIBLE UV HOUSE WRAP MATERIAL) OVER 41t4' SELF-ADHERINS MB'bRANE FLA614M OVER APPROVED Nam WRAP. PiA6HU1m TO W1791,10 ONTO FNPH SIDE OF I X—X—X—x STUCCO f�_ •,T.I WOOD OR 111611 ZIP WALL SHEATHING JUN SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN EILVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M.0003325 s A)iBOTrr2' PARK LOT #12 BLK #9 PROJECT# 04181.000-12091 MODRU 4EHB "2605- HAYDEN" GARAGE SIWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EA J INSTALL i' SELF -ADHERING � STUCCO T �TT� FINISH /I FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING To BE, L BOTTOM. 2. SIDES-S. TOP OVER TOP 4 SIDES I n: VENT CAP 0 TO BE SET IN BED SELF WOOD SHEATHING OF SEALANT AT TOP AND FLASHING SIDES ONLY. SEALANT IS TO BE UNIT LAYER 01, TOOLED SO AS TO DEECT FL STUCCO WATER AWAY FROM JOINTS, 1441 N. RONALD REAGAN BLVD. ,X E-Z DEAD ALL AROUND PREMANUF. DRYER LONGWOOD, FL 32760 VENT -APPLY SEALANT ALL VENT CAP (SET IN WRS LAYER �'2, FORTIFIBER 8 I JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO y• • CONT. SEALANT) BUILDING PAPER FAX 407 77 www.abdesigngroup.com AA 8: 0003326 ON ALL SIDES ♦ CALILKINCs JOINT I I ALL ARo1ND SEALANT TOP 4 SIDES �' THICK 3 GOAT CEMENT WOOD SHEATHING I I PER SECTION R708.7 PLASTER LAYER 1, I I Eldww 110iid Wild! IIwlldrw STUCCO WRAP BACKER ROD I I Exterior use of portland cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) V T � MID -WALL BUILDING PAPER requirements of ASTM C 926-18b. 7G. ' Installation of exterior lathing and framing (GOD METAL LATH Troy TE)cp ,'. shall comply with ASTM C 1063-19a, CONS1tbJGTION FNISH • WOOD or ASTM 1787. � 6' SELF-ADHESIVE FASTEN TO WOOD STRLCTURAL MRJIDER T• o.C. MAX LAYER . :'�, FLASHING S• CMU STUCCO STUCCO WRAP P HOODED VENT BUILDING PAPER 'QUICK WOOD FRAMED, 1i' to 1j' mDJ,IAI I TwicK 3 COAT CEMENTL OVER FLASH' 1- — — — —I WALL ec+Q�D w P METAL LATH _ HORIZONTAL WEEP SCREED :,. ,•' 2: (FRAME TO FRAME) WRB LAYER n, FORTIFIBER PIPE THROWN / WALL i' WIDE BUILDING PAPER ESTPJPK-4 HN G CLEAN o WOOD SHEATHING 1� MASONRY BEFORE APPLYING /- . \ T\ T1 t TT�I T'� T TT T T / T, T1 • 1 f T'l ¢�yy go TE)AIAYED MEMBRANE FLASHING;; WOOD SHEATHING OVER BOX AND OVER r' WIDE STRIP SELF APPROVED WRB ADHESIVE 1 -AWNG, CLEAN MAOONRr B•oRE APPLYING D B El STEP #1 LAYER 1 STEP #2 Z FLASHNG ELEC. METER FIEL 1 STOW v>eER OVER SCRATCH COAT VERIFY LOCATION ELEC. METER FIELD VERIFY Y LOCATION HWAPPROVED P '-... . WRB LAYER 1 LOW STUCCO WRAP ry HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT . PRIOR TO INSTALLING ELEC CUT SUCH THAT NO MEMBRANE ENTERB EO ': 9 - APPLY iOMM GRADE D FELT OVERW ® MEMBRANE FLASHING <` VENEER METER APPLY TO FAGS SELF -ADHERING (FRAME TO BLOCK EDGE FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROVED ISOCYANOTE-POLYSLEND FOAM WRB LAYER 02, FORTIFIBER LEGEND C'GREAT STUFF' OR SIMILAR) SUILDING PAPER STEP #3 61EF *4 DRAINAGE PLANE (WRB SASE SEALANT POINT LAYER 01 STUCCO WRAP) THAT ELEC. WIRE PENETRATES a ABBO WT, PARK LOT #12 BLK 9 PROJECT# 04181, 000-12091 monnu 4EHB 2605 HAYDEN GARAGE 6WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 H TiNGG WRB LAYER 02 (FORTIFIBER - � - - - - - - - COA OVER BUILDING PAPER) AREA to RECEIVE..STUCCO/CV.FINISH STUCCO SCRATCH COAT A (SEE TYPICAL WALL METAL LATH X—X—X—X 4 1 COAT OF PAINT W/BACK- �QB TO OVER 60 MAINSECTION)ROLL GRADE 'D.METAL LATHJUN FELT-PROvIDE MXj STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH SEALANT AT ALL WOOD OR -I/I(o' ZIP WALL ® COAT LARGER THAN THE ELEC. METER CAN OR METER CAN JOINTS AND INTERSEcrIONsSHEATHING COMBO OR METER CAN ANDROPM A SELF-ADHESIVE FLASHINGDISCONNECT MD AR DATE. 06/14/zi NOTE: EICALE:1/4"=I'-O" METAL LATH: LATH TO BE PER SECTION O ELECTRICAL CONDUIT 8 STEP #5 a��- � #� R'103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PENETRATION a>I111IET PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELECTRICAL O RECEPTACLE WAS wom SH WOOD CONSTRUCTICN WHAT C 4ANNEL ' TYPE 'X' DRYIIALL WOOD SHEATHING WRB LAYER M,,F _ STUCCO WRAP 1' THICK, 3 COAT C PLASTER WRB LAYER 41, STUCCO WRAP WRB LAYER @, FORTIFIEGR 19UILPNG PAPER 3' THICK, 3 COAT CEMENT PLASTER 6' OAF. 6 TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED OCT. WALL 0004 LOOM DEOKN6 PRE-BNot TRIM PLAI�9 COAT METAL LATH — WOOD SFEA.T14M X, GAP FOR BACKED D(GRADE ROD A SEALANT— i' SELF-ADHEREING � DRY Y WALL FLASHING WRAPPED • TOP OF WEEP SCREED 4' T 3 COAT CEM®NT VINYL CASING BEAD TO SHEATHINGBELOW POWMV D�,R Won �D VINYL ONER SHAD Mt. WATER PROOFING WRB LAYER 4, No GAP IN FIELD �1S�.DEA2 LAYER (2 LAYER PEI % STUCCO WRAP (SHOWN FOR CLARIFICATION OF A STICK) � eEPARATE ACCEe&oleE6e ONLY) ' WRB LAYER 42, FORTPICER BUILDING PAPER • CORNER OF G � 1 I/ i� ' 4' POSITIVE DRAIN � �2 WEEP SCREED NO GAP N FIELD J (BFROUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE, 1 NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M RESISTIVE H 'T C44ANNEL DARRILR VINYL CASING BEAD PL 14ICK 3 COAT CEMENT S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED FINISH WOOD 6 EAT14MG PLASTER3 COAT GEh1EM (2) 2x12 HEADER 11D DRIP EDGE INSTALLATION S/S' TYPE 'X' DRYWALL W/TEXIURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER N OF ONLY) WOOD CONSTRUCTTON -WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 02 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING FEADER/BEAM VINYL CASING BEAD L NO GAP IN FIELD (SFIO(LIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @D_R�DGENSTALLATION 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL a 8 METAL DRIP EDGE SET IN FULL BED OF 6' PEEL a SEALANT,)i' MIN. 8TIC2C DRIP SPACE FROM DRIP EDGE TO FACE TO 11lEX DECK Y4 GAP FOR BACKER I )S'Xi'Y4 P.T. CR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL Cd6aAG BEAD WATER PROOFING Mt WEATHER RESISTIVE LAYER (2 LAYER PEEL BARRIER 01 STICAU WRAPPED PROM < WEATHER RESISTIVE BALCONY DECK TO CANTILEVER BARRIER a W PEEL 4 STICK • MEMBRANE. GRIP Rpm TO DECK OVER DRIP 81,015 K OOR � ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 11S'XI'Y4 P.T. OR &HULA 8EALANTA' MN UIOOD (TREX) FILLER SPACE FROM DRIP COHnpUpWg FACE TO TREX Y4 GAP FOR DACM VINYL CAGING BEAD ROD 4 SEALANT OMIN FINISH LAYER (2 LAYER WA7� (J f EEL t PEEL 4 TICK) STICK) WRAPPED FROM sia I061LENr BALCONY DECK to FIAT CHANNEL CANTILEVER �� 9 COAT CEMENT METAL LATH TYPE 'X' DRYWALL WOOD SHEATHING IUEA W/TEXTD PANTED WEATHER RESISTIVE FINISH IfATFE i RESISTIVE J' THI 3 COAT CEMENT BARRIER -2 R VINYL cDlaEle BEAD DRAIN wor &CREED VINYL CAGING BEAD NO GAP N RIELD (SHOWN FOR CLARIFICATION OF SEPARATE AGGE8801RIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION I OLUMN SHEATHING D\ERESISTIVE 41 FATHER RESISTIVE ARRIER •2 1". \ °EEL. 4 STICCK I )(('xW 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT IA'X3'26GAGA_V. METAL DRIP EDGE SET IN FULL BED OF EA 0j'XI K' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS Y4 GAP FOR SEALANT OPT. BACKER ROD. MODIFE D w 3/4 RESILIENT HAT C &Q4 EL BM' TYPE 'X' DRYWALL W/TEXTURED • PANTED FINISH J, THICK COAT CEMENT PLAS WEATHER RESISTIVE BARRIER M BIER RESISTIVE ER °0LUMN "MI °°" COLUMN SHEATHING LE G E N D 6' BAR. '1,013"1-'FLASHING DRAINAGE PLANE (WRB FULLY EMBEDDED N ROM CEMENT LAYER 01, STUCCO WRAP) IV X 3' 26 GA GALV. META- DRIP EDGE WRB LAYER 02 (FORTIFIBER ------ GET N FULL BED OF SEALANT,)PMIN. BUILDING PAPER) SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD METAL LATH x—x—x—x WATER PROOFING 4t LAYER (2 LAYER PEEL • STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 1116' ZIP WALL c3coATCEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINTL CORNER BEAD J / (WHOM FOR CLARIFICATION OF YMYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) SCALE' NTS WOOD SHEATHING U)W LAYER 01, STUCCO WRAP 2x FRAMING MEMBER THICK 3 COAT CEMENT PLASTER WREL LAYER 02, FORTIFIEtER 2 Imo. rneg:P asAm BUILDING PAPER--, FASTENED TO SHEATHING a - T O.C. MAX 's METAL LATH WI��, i' THICK, 3 COAT CEMENT S PLASTER WOOD SHEATHING &'SELF -ADHERING METAL LATH FLASHING WRB LAYER 42, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE 1, 2 1/2' k CORNER BEAD (FASTENER 4 SPACING o I' O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK SHEATHING I WRB LAYER 01, STUCCO WRAP i WRB LAYER 02, FORTIFI$ER BUILDING PAPER lo ' METAL LATH (EXPLODED Ill' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) (ER M, WRAP WRIB LAYER 42, FORTIFIBER X BUILDING PAPER' METAL LATH a' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.77"078 FAX: 407-7744078 www. a bdosigngroup.com LAA #: 0003325#: 0003325 � � �ggqppp�qqpp � C F. IABBOTT PARK LOT #12 BLK #9 PROJECT# 04181.000-12091 MODELS 4EHB "2605-HAYDEN" GARAGE 0111WWO: RIGHT 1 PAGE: WALL ASSEMBLY DETAILS 60 MPH W. WOOD SHEATHING —� WRB LAYER 'I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —. METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER M, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER M'I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER—� FLASHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER i' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Yi GAP TYP CASMG BEAD TO TRIM 1X TRIM MEMBER • STUCCO TO SIDING TRANSITION SIDING-7 J' THICK 3 COAT CEMENT PLASTER METAL LATH UM LAYER 42, FORTIFIBER BUILOWs PAPER WOOD SHEATHING I—WW LAYER h, \ WRB LAYER'I, STUCCO WRAP BTUCCO WRAP �-- caslNG BEAD b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) W TRJGnON �YOND WOO SFEATHM I,IEelenveBARRIER / GIRATHER IFlISISTIVEDAPOtM !��(l' ?t" „LAP SIDM6 ' -gpFE1tlPY u6' Wvrx�vr R FLAB m a s j '3 UKATuOR FaenVE STARTER SYMP Y `\ \� THT1 ER PMISTVE M-�M6RMJG FE —'" 6AI.v'D METAL _ 'r R.AGHINS "L�' R�ASFIIN6� p�ST�ia•I�ie ::. � � � ` 0!'AlZ CAGING ` �p / UST SRu'l DTI R I z \�` `• / oR A17ROvlD GEALANT SIDING TO STUCCO ® BLOCK TO FRAME � 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 25 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD SHEATHING Uk= C TIlIJOTION—` WRB LAYER el, WOO 6WATHM3—� '• STUCCO WRAP 6AMMtHI I4E.eISTIVE—� uEATHeae REaST1YE WRB LAYER 02, FORTIFIBER ' xTYa'LAPSicMG� ' BUILDING PAPER FLASNM6 —\ METAL LATH 6TARrERSTRIP (EXPLODED rJ' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) GALVD METAL—� CASING BEAD 0 RAISED 1,7 A BAND (FRAME) SCALE: I I/2'.1'-0' PYO — -ACHERM6 UEATHER RESISTIVE 6ARRRR q TO LAP •' MM. ABOVE TOP Of z' FLAeHMdG �eISTIVE MAPRM L-UEATIER PMMTW DAIRER e 6' Mal AMaM TOP OF W FLASHMo i` uiEooSTRM•I�R GAP `� / I 'eILF ADFlRM6 \ I I 1 PLASNM9 �\ I OR APPROVED WA {" MEATIER PR"nW BAMPtOt WATHER RESISTIVE—' 6AMIR n `D d.m RODE) � SIDING TO STUCCO WRAMM 110"T" ® FRAME TO FRAME 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/161 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME 0 THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER E-ZE-Z BEAD VINYL CASING (W/Ws' FLEXIBLE PVC BACKER ROD) �WRB LAYER 01, STUCCO WRAP, �:687LFA DAROUNDFRAMING MEMBER DHESIVEFLASHING2X FRAMING D SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ------------------ ------------------------ -------- ------------------------------------ Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP b' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/3'S' FLEXIBLE PVC BACKER ROD) MEMBER v L.--j APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407"7744078 www.a bdee Igngrou'.lrom AA. 000332E c C al :v T A BOea T' PARK LOT #12 BLK #9 PROJECT* 04181.000-12091 3[ODIDie 4EHB "2605— HAYDEN" GARAGE B'WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH E 7 SCALE 1/4'=1'—O" CARE SHOVED BEKEEPING TEE VENT PROPERLY IS SIN ALIGNED.VENT PIPEIESEALEDIF IN PLACE A',fi PE 11R RI OD.Will SIKAMIINA'GALVAWZED USIW!1-1M'NMLI ATEACH ROOFING CEMENT SHDULO DI APPLIED TO ALL -E ENTI EDGES tEAR TIE SHINGLE OUTER EDGE AM AROUND TIE ENTIRE PERMIEIER AS - TIEROOF RECOMMENDED INSEVERE HEATHER COASTAL SHEA-T.Sl TEOPENI INAONNGIN SHEATHING. SIZE THE CCORDANCE IE CONSTRUCTION ZOIES. EVENT ANTE VENT CHART SHORN. IN THE EVENT A MECriAWCAL VENT FAN IS USED, SRE THE VENTOPENNO IN ACCORDANCE MATH VENT FAN MANUFACTURES PIPING Op CTON INSTRUCTIONS. OO NOT CUT INTO TRUSSES OR RAFTERS NT£N LUTIING TIIE OPENING IN THE ROOFINTEI. AROUND THE EM PERIMETER OF THE—S THATAILS L THE FLAT TO THE THAT TINE NAILING FLANGE 1 OF THE OF 1HE VENT LAYS FIAT TO THE ROOF SHEATHNG. SLIDE TOE TOP AND SIDE RANGES OF TIE VENT lA AID IMIER LE VENT FLANGES 1b LAY ON I TH TOPO TIE MILES.TOM THE TOP OF THE "MILES. o r. ROOF HOOD VENT DETAIL TS3'IPOR4mLY (OR MIT NOIISSYRAP rim REAP U'DER) AT AS' AM A WRAD T. moorIN I CUT T* N NOUSBRAP I a mm uo SVD LLN4.L SLOPE ".L RO. TO E mmm \ STEP 1 STEP 2 I com lLL Nmm \/ FLD(Ia.E RLASNN>t 7\ DO NOT WAL OOTFLDM NqN STEP 6 STEP 7 ALM N.ANIRIS SLL L RO. PISCIW(IULLY PMM PON= 11104ft (CAP NALL.S, SVNM16) WALL DIlIONT FL!)MRAP AS TF RLANSIS AT M PLUMBING VENT DETAILS IPPLY LS• x OAAN rnx TO LANCE N IOLp OR DE ADNESNE - DeEL I RLASNINS "m DRIP CAP WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 M®'ORAN! 38' VNDE VALLEY FU 6fW OR HEAVIE UNOERLAVMENT ASPHALT ROOFING CEMENT FASTNERS WA N iF CENTERLINE -£XTPA FASTNERS IN END OF SHINGLE EXTEND END SHNGLE AT LEAST IP BEVIXA VALLEY CENTERLINE -6— ES TROAMED 2-SACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL APPLY 051 Nat (0 EGLAL) SEALANT I M.WD APPLap R.ASHIM (LANOO wISTE-SEAL RC-M CR HGLLLAL.L SLOPE SILL TO EX tL I1 TT 166 TIE CONTACTCM IEESPOFMIDILTY TO vETefY TIE OQIPATNULITY OA ALL PRODUCTS NWDN6 HOIISO~ SEALANTS N SEER-ADfERNa RLA"" hKTER1AL6 USED Dultllb OONSTRUCTIONL 7. INSTALL ALL MATENAL6 Pee MANiAGTSIRS WtlTTM SPECPICAUXIS WMWZML SEALANTS MAY REACT ADVERSELY P NOT COMPATRUM FM —AM AND REAL JAMM TO SILL JOINTS WITH DOIU Im FOLLOWING COMPLETION OR EXTERIOR RETROPIT WORK REPAIR SC 4EhEi SHOWN SHALL CIE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION smau THE WINDOW OF"m INTERIOR PERK" E 'M OF wINoau URTH 6EALANT L R IT Is R TIE OCNTBILITY I6 INESPIOFISIDU.IY To vtRS'Y TIE AW&A SELP-A HALL PRODUCTS NCLIMAL SEALANTS a SlT.F-ADVERNRI 1'L.4SHSNS T'IATdtlAL6 ',. USED CURSES Cd571UICT10/1 S R A8NNO AT EXTERIOR LLI Pa* AND DOOR OPCYR66 61444, a WALL= N ACCORDANCE YSTH MIWFAC7UFW 'S NSTALLATION SMTIIICTI," '.. AND APPROVED PLflIOD U OF IBC WIMA U N ACCORDANCE uIRN FBESTRATION FWiFAC7161110" INSTALLATION AND FLAANNO NSTRICTIONS. WiffiN L SEALANTS MAY REACT INVERSELY P NOT COMPATSSi.E. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. ►ITe 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AAS: 0.0 . 1 a a ABBA r PARK LOT #12 BLK #9 PROJ=T# 04181.000-12091 MODELA 4EHB "2605- HAYDEN° GARAGE B WING: RIGHT PAGE: WALL ASSEMBLY DETAI S 60 MPH 17 sCALE: 1/4-=I'-0" SHEET WA5 I I 1 I I I 1 1 \ —2x6 SUB-BANt) W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �P 1/8' TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH 0 CMU METAL FASCIA WRAP II II 11 \� 2X6 8U6 CAND n1 / 1 / 1 METAL FASCIA 1 WRAP Ye' FROM 1� STUCCO, 1' FROM WOOD WALL 11 � 1 EXTERIOR WALL 1 (FRAME OR CMU) 1� NOTE" NOTCH FOR 2X(o �\ SUB BAND ONLY i 11 ®ELEVATION ©FLAN B —ROOF KICK OUT REMOVED 11 FOR CLARITY ROOF DECK (BEYOND) EDGE, i' OFF WALL INTO STUCCO) -1/8, TEXTURED FINISH + WOOD, L12' FINISH • CMl METAL LATH .WOOD SHEATHING OR CMU VRB LAYER h, STUCCO WRAP(FRAME ONLY) -WRB LAYER 4, FORTIFISER BUILDMCs PAPER (FRAME ONLY) ROOFMG CEMENT I '"I/V TEXTURED FINISH 1 / WOOD, 1/2' TEXTURED / FINISH 6 CMU 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®i=LAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE . KICK CUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' D.C. MAX. 2x SUB -BAND W/%'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x xx%.. ; x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x SUB BAND DETAIL ® WALL W/KICK-OUT ►ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vx4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND WIVx4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY i"i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngmup.com AA #: 0003325 J d a ABBOTT PARK LOT #12 BLK 9 PROJECTy 04181.000-12091 acoaErl 4EHB "2605—HAYDEN" awRwam at►n�c: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH QQP. 17 Wl D PANT 06/14/21 SCALE 1/4"=1'-0" SHEET WA6 MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED •• ••� . CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND r[r ` •- SPACING REQUIREMENTS SPACING REQUIREMENTS+ ' • v� GARAGE DOOR ... RECESS FMB. •A B"CMU WALL 8" CMU WALL . CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH w { a' «_U-0" T .d �X TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... -j SO THAT THE STEEL REINF. IS CONTINUOUS o, MATCH AMOUNT OF CONTINUOUS BARS •I .I ?� CURB FOR • • • • SEE SLAB SCHEDULE 4 BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1-STORY) 16" EXT. PORCH SLAB �)(" SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER I�A .. v.�0. ILL CONTINUOUS STEEL MONOLITH C FOOTING REINFORCEMENT SEE SCHEDULE N �d• MA ONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION 6"CHAMFER (2STORY) W/1/2"ISOLATION (1STORV) p{p JOINT (WHERE APPLICABLE i #4 24" SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) 6"CHAMFER (2-STORY) _ •�i q. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WaD, BAR SIZE #6 36" i FOR MD, BAR SIZE Y DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST f AND BAR QUANTITY AND BAR QUANTITY IN NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" .- EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0" 2 @ GARAGE SCALE:3/4"=1'-0 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL LAP TOP PLATE A MIN. OF 48" 8" CMU AND NAIL W/ 16d COMMON o NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT #4 REBAR (D,24" O.C. CENTER OF LAP TO OCCUR OVER STUD W/ OF WALL PLAN $ SLAB . w 2x4 OR Zx6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE NEW REINF. BAR BTM. PLATE TO BE PT, SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO ' 2"CAPPED EPDXY. MIN. EMBED SLAB W/10d MASONRY 8", LIND NAIL 16" O/C STAGGERED. . ` a• GALVANIZED PIPE H o a FOLLOW ALL MANF. ADDITIONAL METAL • § W/FLANGE 0 BASE x SPECIFICATIONS FOR w CONNECTORS NOT F, I 4" CONC., REINF. W/ I USE AND REQUIRED .t k6" #10 W WM ON 4 PREPARATION OF UPLQIF PRESENT. MIL POLY ETHYLENE M w 1 4• HOLE. z w w_ VAPOR BARRIER ON • �� 1'-0' WELL -COMPACTED SECURE FLANGE TO 5EE SLAB SCHEDULE CLEAN FILL TERMITE SLAB W/(4) 1/4" X 21/4" tj�01 ,_ 0,-0„ TREATMENT SHALL BE TAPCONS? TOP OF SLAB 4 S" SORA-CARE u, .,d • ; I (2) CONT. #4 REBAR FCHA.FFER (1STORY)VR : 2-STORY) ;. s (2)#5 REBAR ON CHAIRS• '4 • 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SE 17' MIN. DEPTH INTO rc COMPACTED SOIL Fat WAD„BAR SIZE VIRGIN OR ENGINEERED SOIL AND BAR QUANTITY SLAB HEIGHT LESS THAN T-6' m PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 5°ALE:3""=,'-0" (NO UPLIFT) C 5 c V FOOTING W/ BLOCK WALL SCALE 3/4"=1'-0 SCALE: 3/4"=1'-0 1 A SCALE: 3/4' T- 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/ SVP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE 5 CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 1S, O/C STAGGERED. a ADDITIONAL METAL J CONNECTORS NOT D m REQUIRED WHEN NO - 8" CMU WALL UPLIFT IS PRESENT. LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.I TOP OF SLAB - :4' TOP2X SEE SLAB SCHEDULE WALL FRAMING•12" • •^ -0'-0" 70P OF SLAB'4' WPOURED DIA. SIMPSON ST82 BOLTS 5" MINIMUM EMBEDMENT INTO SEE SLAB SCHEDULE , 4"CHAMFER (15TORY) EXT. PORCH S!:X� _4 4 BAR SIZE 48 BAR DIA. 4 ' GROUTED CELL, 4" FROM ENDS AND W/ 1/7' ISOLAT6" CHAMFER (2STORY) #3 18" ' • • • 16, O.C. VERTICALLY MAX JOINT(WHERE • #4 24" 4 y APPLICABLE) MATCH STEEL #5 30" 4 REINFORCEMENT SCHEDULE 'PVC CHASETHRU #6 �, 6" PVC CHASE THRU FOOTING SEE SCHEDULE FOR MD. BAR SIZE FOOTING BAR QUANTIY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR MWARS12E AND BAO UANTffV PVC CHASE PER SCHEDULE 9 BLOCK WALL CONNECTION THRU FOOTING SCALE: 3/4"=TZ' (NO UPLIFT) 12 11 SCALE: 3/4"=1'-0" SCALE: 3/4'=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAK 407-7744078 www.a bdesigngroup.com AA #: 0003325 4 i �p a a � F BXMDIV. ae ABBOTT I4oT PARK LOT #12 BLK #9 PROJECT(: 04181.000-12091 HODEZc 4EHB "2605-HAYDEN" GARAGE SUING: RIGHT PAGE: DETAILS 60 MPH d N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 P4 rAq s F. a ABBOT'rp' PARK LOT #12 BLK #9 PROJMCT* 04181.000-12091 MODEr1 4EHB "2605- HAYDEN" GA —RAGE B'WMG: RIGHT "' FIRST FLOOR DOWEL PLAN 60 MPH E FIRST FLOOR DOWEL PLAN SCALE: 114" = 1'-0" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM �Jc VARIES PER ELEV.TO • TIE VERTICAL REBAR 'I�- .. - �- ... y "i. HORIZONTAL REBAR W/ 10" HOOK e ... a .� ..'A. - e GROUTED BOND BEAM l• -- 4, VARIES PER ELEV. ' dt-7,1441 •; N. RONALD REAGAN BLVD. .A'� LONGWOOD,FL32750 .a'• PH: 407.774.8078 FAX: 407-774.4078 www.abdesigngroup.com I, !a AA k: 0003326 #5 BARS 10' HOOK s CLEAN OUT REQUIRED . A •: .•:: •_ .fir. i ° FOR INSPECTION • a ' . ' o ' I' •• 0'-0" FIN. FLR. '�6 2 TIE ERTICAL REBAR . 3 TO HORIZONTAL El i REBAR W/ 10" HOOK —` Q BAR SIZE 148 BAR DIA. iR3 18 *I CMU UNIT DIMENSIONS OFFSET METHOD CONTINUOUS BAR SIZE 48BAR ARE NOMINAL SIZES #6 k MASONRY SYMBOLS #� 4r' METHOD #�4 za" � m HORIZONTAL/VERTICAL HORIZONTAUVERTICAL #5 30" 3 SCALE: 3/4"=1'-0 H 1 REINFORCING %,� REINFORCING; ;�•lu SCALE: 3/4"=1'-0" SCALE: 3/" O c I NEW REINF. BAR �n I SECUREDW/2-PART EPDXY. MIN. EMBED g 6", UNO 1 FOLLOW ALL MANF. .5 SPECIFICATIONS FOR m USE AND J PREPARATION OF HOLE. . a a 4 A •e STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" A 0-TF� PARK LOT #12 BLK #9 PROJECT* 04181.000-12091 MODELA 4EHB "2605—HAYDEN" GARAGE 87IING: RIGHT PAGE: DETAUS 60 MPH 11 01 ARRrNT " DA 08/14/21 SCALE: 1/4"=1'-0" SHmm S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) lod x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER (p 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 DEOMFTON REMARK 0 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. =TOP OF ARCH /T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)q5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES N $ SF8/iT/OM/OB 8F8/1T/OM/oB $ 1T/OM/oB 1-1-tu o.0 - FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" IS N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeelgngroup.com AA M: 0003326 M O M OTT PARK LOT #12 BLK #9 PROJECT# 04181.000-12091 x03DRIa 4EHB "2605-HAYDEN" CFAlxAZZ BWnga: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. nA M- 06/14/21 1 1 8CALID: 1/4"=1'-0" 1 s2 44 NOTES TO THE INSPECTOR/CONTRACTOR TYP.&&" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING Y PLACE STEEL HEIGHT. J c>r REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST �#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16' b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE i#5 COURSE OF BOND BEAM TOP OF THE LINTEL. I- I, n tea. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. fi�F 1441 N. RONALD REAGAN BLVD. VERTICAL REBAR W/ itl' HOOK 6p� LONGWOOD, FL 32750 F5 Bx18 DBL BOND TOP OF PH: 407-7748078 S 0 BEAM W/(1)#S BAR BOND BEAM • MOtt` EACH COURSE www.abdesigngroup.com 4077lgng�78 ' 8x8 BOND BEAM Qp OF yea W/ (1) #5 BAR BOND BEAM AA #: 0003325 TVP�Ai pp�v F = FILLED W/ GROUT 1y' =UNFILLED GROUT SOLID FROM T P NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, R E BOND BEAM, IF FILLED LINTEL } BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 g �Qr 16-1T/1 M/ B 6N EL (1)#5CBARR�'E NOMINA� LENGTH OF SAR = WIDTH OF MASONRY HEIGHT #OF iK'S, TOP OPENING-1. IT IS THIS ENGINEER'S INTENT BEAM DESIGNATION CORNER BONDBEAMCOURSE OR THAT XFXX- 1TA MIOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE REINFORCING OF BOND BEAM G SCALE: 3/4"=1'-0 1 AND XFXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (0) REFER SCALE: 3/4"=1'-0'• IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX- 1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2.4 (MIN 2 X 3)1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 1 A #5 BAR BENT AS SHOWN ffsI 2x6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1OPE v FROM EACH END AND 16' >a 2S O.C. MAX. MIN 1-114" EMBEDMENT N 2xB (MIN 2X 3)2J/16 W OPEN FACE SHELLko TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO ALLOW PLACED IN SIZE .300 MIN EMBEDMENT 1 UPPER AND LOWER 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE 70 SHEATHING W/ BOND BEAM .EDIN 18" O.C. MAX. MIN 1-1/4" EACH CELL HOOKED IN EMBEDMENT MIN, 2-12d PER BLK. EA. END TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16'OSB SHEATHING SILL CONSTRUCTION OMU WALL CORNER BARS ARCHWAY FRAMING DETAILS AT CORNER STEP 5 SCALE: 3/4"- V-0" \ J SCALE: 3/4"=,'lY' of — I d. e SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF s. FILLED CELL BOND. BEAM ' Ea PROVIDE #5 BAR STEE R INF OF AT EACH SIDE ABHOT'�� PARK LOT #12 BLK 9 PROJECT01 04181.000-12091 000MIA 4EHB "2605—HAYDEN" GARAGE 19MMO: RIGHT PAGE: DETAILS 60 E WHERE: _ c6 = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS ad = EDGE DISTANCE JU 1 202 L E OF ELEVATION BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS ELEVATION OF BOND BEAM o DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: 3/4"=1'-0" O SCALE: N.T.S. PRINT DAMN: 06/14/21 SCALE: 1/4"=1'-0" SHEET S2AA WOMISI Nt1N WISStWActttB d6 =2" MIN, 2 }" MAX s.=2}'MI N, 9"MAX W &=1}'MIN, 2 J'MAX ea = j' MIN, 2 J' MAX d, =2" MIN, 2 }" MAX s.=2}'MIN, 91MAX W� s =1 }" MIN, 2 �' MAX ed =" MIN, 2 Ji" MAX C6 =2' MIN, 2 *'MAX. sd = 2 t MIN, 9" MAX Wa 4=1}'MIN, 2}'MAX' ed = t MIN, 2 }" MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 �' OF THE THICKNESS OF THE OUTERMOST LAMINATION FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUES MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORE CEMNT WD-1 4X6 (3 Y,"x5 X") SYP. HTT4 W/5/8" CIA x S' 5/S3.1A PT., WOOD POST EXP. BOLT r- — — — — — — — — FIRE _DRAFT STOP 3/4" SUB FLOOR ��, 2OX4 NAILER R DRAFT F PRE-ENG. _ STOP FLR. TRUSS ELEV. VIE�P PRE-ENG. FLR. JOISTS 3/4"PLYWOODI DRAFT STOP �I PRE-ENG. FLR. JOISTS I I 2X4 NAILER FOR--__L) DRAFT STOfP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS N II II 11 II II II n 11 it 11 u 11 11 II II N II N � N N N N N 11 II 11 11 11 " � � II II II N 11 N u n n n II 11 11 II If II II II II II II U II N II II II II II II N � N B II ryryN N 1pg1 1Ip1I II 11 A II II II h � � II it � II 11 11 II 11 N II J2J1 II II II II II IL 11 J9 11 a II 4 N I I I I I I 11 N 11 N II N 11 11 II II I IIII IIII IIII WIMCWWALLVW II II II II n II II 2X4 WOOD WALL WI If If If If ND x4 11 NII 1I1I WALL W/ NII N11 IIII O.C.8hP8N0MbE IIII 12 NI BYPW. NDD1 .2 STUDS IIII IIII (4)NrIKI88CRENIMMI 1 SYP. n u u u it �I . N\— 11 11 If N STUDS If If n n a 12" D.C. II II BMi 2X6 WOOD WALL W1 DBL. �' a STUD UNDER II II -- _ J—ssaaesdl 4 11 EACH JOIST II 11 1 fir_=_t� (� �U 11 II II I II 11 II s:sagas �=>=swan. aaa�aaaa=a �� gaga=aa�a iowmowoim aaa=aa�s i a ae a aaalb= II II� II oe° STUD UNDER II II II II EACHJOIST II II II II II PROVIDE DRAFTSTOPPING ALONG THIS TRUSS AS TO II LIMIT AREA TO 1000 S.F. PER FBCR 302.12 .. 11 II II it II II II II II II II Ifs II II II II II 11 11 11 II 11 It 11 11 II II I� II II II II II II II II II II II II II FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" I -JOIST 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 iS 6i �p O gEvOWP PARK LOT #12 BLK #9 PROJECT* 04181.000-12091 MOIDZT- 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 60 YPH rPRu;TDAM 08/14/21 SCALE: 1/4"=1'-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALLrFLOOR DRAWINGS FOR REVIEW SHEATHING A41) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/1010d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #22" x 4", TRUSS AND (4) 1/4" x 2114" SHEATHING TITEN 2 ANCHORS TO (12) 16d x 1 �' NAILS TO TRUSS FASTENER SCHEDULE" (9) 1Dd x 1 �" NAILS TO 6", 8" x 4'-0" MAY BE ADDED t DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{ I SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #22" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 *' NAILS TO GIRDER AND 6'. 8" x 4'-U'MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 7N.D REAGAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR BLOCK WALL W/1010d TO D, FL 32750 WITH(12) 16dx3}'NAILSTO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4"x 2114' 7746078 ADDITIONAL PLY MAX. TO A{tSIMPSON LGT3SDS2.5 GIRDER TIEDOWNTITEN 2 ANCHORS TO CONTINUOUS BOND BEAM -774.4078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL gngrodp.Com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J'x 5" TITEN HD TO CMU AND (12) SDS�'x 2 �'TO GIRDER003325 2x SECURED WI (3) t6d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD ix2 SECURED W/ 10d TRUSSES 0 24" O/C, ix2, 2x WOOD FASCIA (2) �' x 5" TITEN HD TO CMU AND (18) SDS *' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 12" O/C FOR REVIEW SEE ARCHITECTURAL 2x SECURED W/ N 16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) �" x 5"TITEN HD TO CMU AND (18) SDS }" x 3' 11Q SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER & 2' APART B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a "lb1c GIRDER CONNECTOR(S) SCALES/4'=T 2a 2b 2c TYPICAL ROOF SCALE 34'=1'-0' SCALE 314"=1'-0' GIRDER CONNECTOR(S) E-0" MAX (WHX4) OR 10-0" MAX (W2X4) 3/4" T & G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE 1x4 DIAGONAL BTM. CHORD m BRACING, SEE PLAN FOR LOCATION "Vi I l -- MAY NOT BE � g yr� if F P R ELEVATION PRE-ENG IJDIST LSTA1220 GAUGE W/ 10dx12 HDG COMMON NAILS. EACH END TOTAL OF 10 � 4500 6000 90 90 lA00t8LOCl( IIgOB! 3/4" WOOD PANELS (2) 12" WOOD PANELS (2) 12" WOOD PANELS 2x LUMBER WOOD ROOF OF TRUSSES 2x4 BLOCKING BETWEEN BRACE W/ 3 1 d @ EA. TRUSS(DIAG. BRACE TO TRUSSES COVER 5 TRUSSES) q-0"' 0.CN AT SHEATH NG T W 4 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD = I I0'-0" 70 60'- (1) "X" BRACE 30'-1" TO 60'A (3)"X"BRACE SECURE MOIST TO TOP PLATE LVL/IJOIST WITH (1) "X" BRACE 0 CENTER SO BLK W/ 1/L" DIA. ECURE 2x PT. P TE w/ C 12d TOENAILS BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER DOUBLE TOP PLATE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY 6' ; i% 10'-0" O/C MAXSECURED W/(2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 32" OC COMMON NAILS AT EACH CHORD MAX. 2x4 OR 2x6 WOOD BEARING INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO 218 WALL W/ SYP No 2 STUDS SEE P.T. PLATE W/ 1d's 8" PLANS FOR SPACING. SINGLE STIFFBACK (AS PER O.C. MAX BTM. PLATE TO BE PT. C BTM. CHORD BRACING TRUSSENG) CONT. 2x4 SECURED W/ 61L10t8WCl( PROVIDE DBL TOP PLATE V 83�i 111CIVEM 4500 3/4" WOOD PANELS 6000 (2) 12' WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER s ArBOaT pl' PARK LOT #12 BLK #9 PROJmcTfy 04181.000-12091 HonExs 4EHB "2605—HAYDEN" GARAGE BlrMG: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH <2/5•0 SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 113OF TO I -JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, B" ALL AROUND BOLT. InATE HOLE EDGE >5/8" 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4-0", 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A - SIMPSON IUS1.81/16 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 LONG AS THE NEW STRAP HAS EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" 0/C. 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 IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ( 1 EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE HTT4 W/ 5/8" A.B. WITH SCALE: 3/4"=1'-0' (2) 10d s (P EACH TRUSS PROVIDE BLOCKING MIN. 7'EMBEDMENT TO0" O.C. MAX. INSTALLED 10- 70 SLAB 8 (18) tfid x 1/Z'GYP. WLBD. TTO SIT DIRECTLY NAILS7POST_ PERPENDICULAR TO I -JOIST SEE SHEET S1.1A FOR POST NAIL SIZE AND PATTERN ON SLAB (2) 2X12 2C MAX. W/ 24" MAX. W/ S" MAX. END SYP. P.T. SEE SCHEDULE FOR OF SHEATHING -JOIST IJ0157 SPACING FRONT 4• SEE FRAMING PLAN TYP. TYP. LEDGER n BOND BEAM RED. ;• r : 4 END OF i .aJe.• �f.. ..e..e'• ., 4: '.. � o e LEDGER mz e BOARD a 4 b� (212X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR I -JOIST CONNECTION L.B.W. LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/ ."EMBE WASHER LEDGER LOCK WALL W/ GABLE END 4 SCALE: 3/4'=T-0' cJ SCALE: 3/4"=1'-0' WITH 015T MIN. EMBED. (TYP) &_pP_R_E-ENG'D SCALE: 3/4"=1'-0' (NO UPLIFT) TRUSS PARALLEL TO I -JOIST (2)2X6 T 24" MAX. W/ 24" MAX. W/ S' MAX. END SYP. P.T. SPACING FRONT Zx O H H _ I-JY I -JOIST SEE FRAMING PLAN TYP. TYP. LEDGER END OF w LEDGER w £' z NOTCH DEPTH 1/4'D d e e BOARD °w O 2X8SYP P.T . 1/4"X6"TAPCON r' �= THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE >5/8" T OLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED REAR C - SIMPSON MIU3.56/16 G <2900 LBS , U <210 LBS W/ (4) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED(24)16d GALV. COMMON NAILS TO HEADER AND(2)10dxl-12" GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSESARE SUBJECT TO UPLIFT, FI, AND F2 1 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE I�LMOW MCE CB!RINI.VACNB BTM. HOLE DIAMETER D - SIMPSON HHUS7,25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" SUBJECT TO Fl AND F2 FORCES. PLATE <3/5•D DBL. STUD MIN. EMBED (16) l6d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 A, A DOUBLE SYP 218 1 1/4" 8" 24" O/C MAX. B DOUBNO LE SYP 2x12 (2) 3/4" 8" 24" O/C MAX. E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 114" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. A B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/x 10" EXP. BOLT/J-BOLT/TITEN BOLTS 4"M 06/14/21 W/ 5-12" MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS BcAZE:1/4"=f-0" AND BORING LIMITS ATTACHMENT DETAIL WOOD LEDGER DETAIL I -JOIST ,�4�TERNATE MATERIALS BHEET 8 SCALE:112=1'-0" 9 SCALE:3/4AIL 10 ( 1 C 3• IA SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' (`J L 1 SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF"BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMM—'- n - EACH END IJOIST LVLJ PLATE STRAPS W/ 10tl x 1 1/2' HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" 8" CMU WALL REINF. PER PLAN PER ELEVATION PER ELEVATION 2x4 P.T. CEILING NAILER Wl MASONRY NAILS C 12" O.C. 1X2 FIRESTOP #8 WOOD SCREWS x 2" LONG C 3" O.C.; STAGGERED AS SHOWN #8 WOOD SCREWS DBL. 2X8 SYP p2 LEDGER. x 2" LONG a 3' O.C.; SCHEDULE, 10/S3.tA Ir SEE FLOOR JOIST LEDGER J' X 6" TAPCONS STAGGERED OFF CENTERLINE 8"CMU WALL ' : /-314"ASSHOWN REINF. PER PLAN nn� "Y PER ELEVATION / IJOIST (SEE u� Q � 5 P IJOIST (SEE FRAMING PLAN) z FRAMING PLAN) PER ELEVATION (2) 2x4 P.T. W/ DEL 2X12 SYP #2 LEDGER. SEE 24• Max MASONRY NAILS a 12" O.C. BOLT SCHEDULE, 101S3.1A. SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL SCALE: 3/4"=1'-0" 1X2 SECTION DETAIL AT I -JOIST PERPENDICULAR 4 TO BEARING ON EXTERIOR WALL SCALE: 3/4 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 024" O.C. MAX 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRIM TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2' A -SIMPSON MTS12 STRENGTH CLG. BOARD 44/4x6 SYP NO. 2 WASHER SET IN HIGH �a U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS, 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 RT, U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's WOO MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING, SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE Ilk •O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM i/2" GYP. WL. BD, AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB WI CONT. 2x4 SECURED W/ (2)10d's ® EACH FILL ALL HOLES, DO NOT USE 10d x 3" 12"x9" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH TRUSSNVOOD POST CONNECTIONS TRUSS TO BE INSTALLED ® 10'40" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. 0 16' Oa Ob OC OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ,,n PMcOmmmim O SCALE: 3/4"=1'-0" • 'a• A-SIMPSON MTS-12 U <990 LBS W/(14) lGd GALV. NAILS. • 8 B - SIMPSON HTS-20 U c 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 HOU4 AND (10)'1/4" X 21/7' SOB TO POST TRUSS CONNECTION @ L.B.W. _ �,- 9a 9b SCALE: 3/4"=T-0" PW7J1B D81, A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE N:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C -SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 9 F lxAlall k T PARK LOT #12 BLK 9 pito=CT# T 04181.000-12091 MODEIs 4EHB "2605— HAYDEN" GAI"GE awns: RIGHT PAGE: DETAILS (I— JOIST) 60 MPH 17 NO SCAM 1/4"=1'-0" 9Iiffia'T s3.1B 14'-0" 4 2.1 U U Do v iz 9'-4 31 44" TOP OF DECK OPEN x _ 0 10,_0„ 8,_0„ ---------------------- i J 6'-4" 7'-4" 7'-0" 2'-0" 21'-9" 39'-8" SECOND FLOOR DECK PLAN SCALE: , /4" = V-9' alp 1441 N. RONALD LREAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 g b � ArBOT'p� PARK LOT #12 BLK #9 PROJEOT# 04181.000-12091 HODEIa 4EHB "2605— HAYDEN" GARAGE MrMG: RIGHT PAGE: SECOND FLOOR DECK PLAN 60 MPH E . 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD' SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE.sompnom REMARK 1Q (2)?X8 BEAM SCHEDULE RJZJZM 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) IZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 806 (1)p5 (1)NS N/A GROUTED SOLID BB2 MASONRY 3000 axe (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES ---------------- y„ 8F8-lT/0M/0B SF8-1T/OM/M p> % o � 5 GT % 8F8-1T/0M/0B g '1w '4 a 0 U.N.O. PROVIDE BB2 WHERE y ROOF TRUSSES BEAR, TOP OF WALL EL 17'4" 9 ti gad �o 41 � a 2FB-1T/O.M.ro...,B....,.u..,.a,..�."`"� 4, 2.1 eo' 8F8-lT/0M/0B e'4SF8-lT/OM/0B 8F8.1T/OM/OB it * EMISSION ------------------------I SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0003325 M yr� �pv F TL071 PARK LOT #12 BLK #9 PROJECT1y 04181.000-12091 MODEU 4EHB "2605- HAYDEN" GARAGE 91RNG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN %60 MPH EXPA 17 1— T3 06/14/21 scArc: 1/4"=1'-0" WKEET s5 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER (LQ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRIM MANUFACTURER / EMNEER NOTM- 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK $� 8 Aml SAM PLAT m REMARK DE8iCR REINF'ORC WD-1 4X6(3J2"x5X")SYP. HTT4 W/5/6'DIAx S' S/S3.1A PT., WOOD POST EXP. BOLT � U U 1A i i i i ROOF FRAMING PLAN SCALE: 1/4" = T-0" IS N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 IA�HT'PARK LOT #12 BLK 9 PltojwT 04181.000-12091 HODETA 4EHB "2605-HAYDEN" GARAGE BWXNG: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 6 H Wfu GABLE -END f--" I, - � HIP ROOF AI, ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68,00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 9110 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY:"C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 FOR ASS PHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TENSILE STR. SHANK ASTM 10d RING SHANK, 2 17 0.131 F1667 SCREW SHANK 170000 RING (16-20 RINGS RSRS-03 ed RING SHANK 2 3/6' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 KAIItK VK IKUJJ_ ROOF SHEATHINGS EXTERIOR SHEATHING USE 12" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS ATV* O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING N07$ GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C, IF NO DROPPED GABLE END, ATTACH 2.4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W112)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE ROOF 8NEA7f#'10 A7TACf6rBft WACM ZONE 1: 1Id NAILS Q 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 21: 1 Od NAILS 04" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 1Od NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD Ord M ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 S4 RING SHANK GUN NNUI C FOC. OP 4 BOTTOM EDGES Y 4➢ 8 U Z O YP FXT RHFATHING H Oo 8= ■��-I —It 11 I I 11 - 1. RING SHANK GUN NAILS SEE "ROOF SHEATFIING ATTACHMENT' TABLE FOR FIELD SPACING .".'DECK SCREWS 0 6'A" O.C. MAX Q EQGES & 12' O.C, MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` I YP, 3/4" 1 &G SUB -FLOUR UEUKINU GLUEU I V ALL tAYVJtIJ Mt MBtKJ OENERAL NOTE8: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAVANGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TOEARTH OR WEATHER SHALL ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Y4'. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE FORNFWORK FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. Wow; NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USEC W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PILMS: MINIMUM NAILING PER FBCR 2020. 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS i�EI.DED MEBN, 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 WIRE MESH, SHALL BE ASTM A10641AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WATH THE W�D TRUSSES, ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED NTH 2' CHAIRS SPACED 3'-0' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL ND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. O DRAMA GS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING 87EEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL T F ANYDISCREPANCIES F U TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT I ARE FOUND. R BAR SHA L E ASTM A61SA615 GRADE 40 CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 E L B M N L MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 80 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR T FABRICATION, HORIZONTAL O C STANDARDS FOR METAL- TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S MMEN ATIONS FOR COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 pef REVIEW. WOOD TRUSSES. 20 psf TOP CHORD non -concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD--on—rit #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER Vx1LL 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 WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 pSf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) psf w/ ND GYPCRE7E) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 p psf BTM CHORD 10 psf BTM CHORD 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PST WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED (ASCE 7-16 (FBC R2020) 020) MPH 3- SECOND GUST EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE' 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH 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: 50pW, 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 DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONW. 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 DMVENG REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fr, = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. NAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED 1MTHOUT REVIEW WILL 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. REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PUKING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT WI IT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN L SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A 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' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 sf FOOTING L P PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED F d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, AXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM W WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-irt FOR I6 AND SMALLER T FOR Mi AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-112-FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 W FOR ANGLES PLATES AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S F = Y Y 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 812E TYPE SPACING REM.. APPL—FON SIZE TYPE IBPAgNG REMARKS 14 PT FURRING TO MASONRY/CONC. CASE HARDENS COIL /2"LQNO. 6, GNNGE ODOR BUCK TOWSGNRYICONC. 1/<" qA. NOWASHER CON MAENRY PFASTENER 6„ rz" EMBED., VEND qIT, II—DGE DST EXT T, SEE NOTES CASELi la OCOIL NNL11/Y LONG. STAGGERED GGE WINW AASGNIFA6TENE0 iMOANENRY/NNC. GARAGE R1100 K CpNC. NB" .R ,`AASHE w1 WASHER EXPANSION ELT 126—(N—A 7 2d"O/C(1/S'DA) <" EMBED, x" ENO PST., 3"EDGEDST. WNWWBugc CAGE HAROENEDDDL S`_ WI NWW9WOw FASTENED ME—"ITo CONTACT THIS ENGINEER FOR SPACING I. PT SEE _6 NA VI LgNo. STAGGER. Nro MAEM:YINNC. MA30NRr IcoNG. REQUIREMENTS BWK2.PT,SE=-.S (N1CDA Wp811ER 'TAPCON' PASTIER ,POC /IEMB.. BEND .11?EWEgST. NGNBFARING WOOD WAIL TO CONC 6lPB EXPANSION CEMBED. ,`ETD 2<OrC .,YEWS qBT. T�TO STE"WW& PAF 2 W/WASHER_ 1 9'qC ENDWE gST..,I? TE6 STAGGERS x Eq3T. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EDUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6, WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND Z, MEMBERS ARE SECURED W/ TAPCONS OR RAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD.', LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326... J �G b Bj Ll w O �p i LL AI O T P PARK LOT #12 BLK #9 04181.000-12091 MODELc 4EHB "2605-HAYDEN" GARAGE 81fMCI: RIGHT PAGE: DETAILS 60 MPH W. i 17 aA08/14/21 scA2.E: 1/4"=f-0" 8I �ICT s N1 BATTEN STRIP ANCHOR 12 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOIST/I FASCIA WOOD BY OTHER BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 70 STAPLES INSTALLED 2-1/4" EMB. FASCIA @ 16" O.C. MAX THRU SOFFIT AND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL 70 STAPLES INSTALLED SOFFIT 1O HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS — STAPLES INSTALLED @ OFFIT Ct ) 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL J-CHANNEL Q DETAIL B ® FASCIA J-CHANNEL 3 e„ MAXSLOT 8" MAX. J-CHANNEL FASCIA — 12 BATTEN STRIP ANCHOR O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) ETAIL A 2X2 WOOD BATTEN 10 AT EACH FASCIA STAPLES INSTALLED Q 1Od NAIL TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, QSTAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS 8" MAX. -c-I l — DETAIL D. O STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT— ® J-CHANNEL—/ e" A TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'—r� SPAN 'L SEE DETAIL 'A' - SOFFIT-� �1 SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) �OFFIT� SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL AND FASCIA END 0 11 1X2 WOOD BATTEN r 2X2 WOOD BATTEN 10 — . O SOFFIT fINSTALLATION SCREW, 0 J-CHANNEL— BATTEN ATTCHMENT © 11 FASTENER SPACED 24" Og e MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO o—"CONCRETEICMU WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12"O.C. MAX. (INTO CONCRETE/MASONRY) OR EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 0 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFITECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 0 ABBOTT PARK LOT #12 BLK 19 PROJECT# 04181.000-12091 MODEL: 4EHB "2605— HAYDEN" GARAGE BwngG: RIGHT PAGE: SOFFIT DETAILS 60 WH E 117 202 BCALE IlWl' SHEET SD1 • r;