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Home My WebLink About7570 Broad Pointe Dr•►, 99 005 04-E-HB -HAYDEN 99 r I T n n) 11 5 ti/ ., H 0 M ES z� 12602 TELECOM DRIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 ` STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -jI�,nm B11DDDiti COM Rg�pg(nUj. ASV. ABOVE LAV. LAVATORY DATE IPTI DESCRON DR HORTON HOMES 12602 TELECOM DRIVE 1�+I �M IMON (21RO) -ALL IX gyp STATZ Mw�p MMW MY al WYN -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MDT. DITERIOR FINISH - cuss B A/C ADJ. ALT. AMP. BD. CL CAB. CLG. AIR CONDITIONING LUM. ADJUSTABLE MC, ALTERNATE MFR. AMPERAGE MIN. BOARD MTMEFALTHRESHOLD CENTERNE MTD CABINET MT CEILING N.T.S. LUMINOUS MEDICRJECABRJEC MANUFACTURER MINIMUM MOUNTED METAL NOT TO SCALE 06/29M 2-STORY all CONVER310N ARCHITECTURAL SHEET DESCRIPTION 0*116 DID SET ISWEP PC CI -COVER SHEET PG CN-GENERAL NOTES PG AI -FIRST FLOOR PLAN WM/Is ADDED ELEV. 'J' + W WITH SIOMG PER MAR, BODES 02401& DID SET RE -ISSUED 04/I'VIB FOOTING REVISIONS PER M. SOWS TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) -BASIC IHND SPEED - Vult=160 MPH VaW=124 MPH -EXPOSURE - C `1-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL CUR CGNC. CPT. C.T. D. DBL. CLEAR O.0 CONCRETEPL CARPEL P➢ CERAMIC TILE PH. DRYER PUT. DOUBLE PI.YwD ONTER CEN PROPERTYLME PUSHBUTTON PHONE PLATE PLYWOOD PG AIA-FLOOR PLAN SECTIONS & DETAILS PC A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" MAW I -JOISTS MCORPORATEp INTO MASTER PLAN 064" CONSTRICTION DOCU`ETITS RE -ISSUED 05ATA& ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARA DETAIL AND SPATE CODES D.G. DIA. DIM. DISP. DR DR, D S. DTL. DUAL GLAZED PR. DIAMETER P.T. DIMENSION R. DISPOSAL BAD. DEEP R.A.G. DOOR REF. DOWNSPOUL RM. DETAIL R.O PAIR PRESSURETREATED RISER RADIUS RETURN AIR ORRL REFRIGERATOR ROOM ROUGH OPENING PG El -FIRST FLOOR ELECTRICAL PLAN PC E2-SECOND FLOOR ELECTRICAL PLAN PG PI PLUMBING PLANS PG MI FIRST FIAOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN 01/26/15 DETAIL.- 'ADDING BAR TO BOND BEAM' ADDED TO SI]A 02RNI9 PLAN MAINTENANCE ` STATE OF FLORIDA .FT. CALC. S 634 M' REVISED LINTEL SIZE AT PROW 84TW DOOR �� UPDATED LELXtR eoLr BIZF + &PRONG PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.0 SOIIDCOREEXTDR PG DI -DETAILS DT RR LIVMG 1,04 Sa FT. cbA%ft REVISED I-JO1ST LAYOUT ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 2ND FLR. LIVING I_%v1 SCR. FT. TOTAL LIVING 2,605 Sa FT. GARAfiE 431 50. FT. PORCH ELEVATION WIII Sa FT. TOTAL ELEVATION W 3,153 Sa FT. MAI& PATIO W SO:. FT. �' ELEV. EQ. EXH, EXT F.GIFX. F O. FIN. FLR. FLUOR. FR. DR. FTC. GA. OAR. DISP. G.F.I. GL. EACH S.D. ELEVATION S.FL EQUAL SIT EXHAUST SHTHG. EXTERIOR SHWR FIXED GLASS SIM. FUEL GAS SL FINISH SL.GL FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP. GAUGE THK. GARBAGE DISPOSAL T OC. GROUND -FAULT CIRCUIT T.O P INTERRUPTER T.O.S. GSS TYP LA. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASs THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL 06/2M ADDED LED USITS TO KITCHEN + I ATHRO)" PER MARK BOWL.& PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WA -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PC WA3-WALL ASSEMBLY DETAILS PC WA4-WALL ASSEMBLY DETAILS PC WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 01d3n ADDED STONE OPTION TO ELEVATIONS 'G','N', 'J' + 'K' m9A3M LEDGER BOLT SPaCNG REVISED ivn5/ro ADDED OPT. W-p' CEILWj HEIGHTS 011OV20 REPLACE USP CONNECTOR& WITH ON 15 PSCONNECTORS 03/05120 REVISED DETAIL ON SWEET 02 OPT. W-W C1.G. HILT. 05/IVM REVDED STAIRCASE AND STAIR SECTION DETAIL SM41 202D FEC iPDATE 03/03/[I ADM &OFFRDETAILS STRUCTURAL SHEET DESCRIPTION 0316541 ADD FLAT HEADER T-W AFF. (W-O' CLG ONLY) PG SI-FOUNDATION PLAN PG 81.IA-DETAILS GYP. BE. GYPSUM BOARD U.N.O UNLESS NOTED H.B. HOSE BIB OTHERWISE H C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER DRAWING / CONTRACT DOCUMENT O&/KAI ADDED 2W FOOTER OPTION REVIEW BY BUILDER HOT OR ITT INSUL HEIGHT W/ INSULATION WD. WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IN( INTERIOR wow. wI W.I. WINDOW WATER HEATER WROUGHT IRON PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DEPAUING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3-FIRST FLOOR FRAMING PLAN PG S3.lA-DETAILS PG S3.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.11C-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION, PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL. RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG SB-ROOF FRAMING PLAN RESPONSIBDJTY FOR INTERPRETATIONS OF PG -DETAILS S CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI -SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX:407-7744078 www.abdesigngroup.00m AA #: 0003325 � b 8 � O � r o _ MO eunDIV. a LOT ABBOTT PARK LOT #29 BLK #12 PLtOJECTAH 0418 .00 -29 21 MODEIa 4EHB "2605-HAYDEN" GARAGE OWDIG: LEFT PAGE: COVER SHEET 160 MPH QNP. C EP RM)W A. ABq=4CRA L AR NO 9372V J DATIM 9/21/21 m1CALE: 1/4"=1'-O" safL,ZT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2D20) LINO. 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 SHALLBE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 202DCHAPTER 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 OMSSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 138 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 2D-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' MN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %.-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN ;4-INCH GYPSUM BOARD OR EQUIVALENT. L SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE 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 0 AND COMPACT TO 95h MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATION TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. S 0 0 NG 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: l0 G "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' Tolm 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: 1. 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 OFFRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24'ANDTHE MINIMUM AREA SHALL BE8FT .SO. PLIRBNf11 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH%'AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR 1 NN NES 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, 12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63-19aAND R703.7. FIRE RESN{TANTCONSTRUCTION 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. EXTEROR CEXJM 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE' W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S 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. EXTERM SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.00m AA k: 0003325 o �WLLJ ABBOTT PARK LOT #29 BLK. #12 PRO"=T# 04181,000-29121 moDRL• 4EHB "2605-HAYDEN" DARAGE aMrtxO: LEFT PAGE: GENERAL NOTES A AI NO DwTsw 9/21/21 aCAL E: 1/4"=1'-O" a�saaT GN c V-4�* DELL. TOP PLATE 0 M BAR DETAIL A SCALE: IQ P-0' 42' 14W WALP WALL UV GAP (2) LAYERS OF W4' PLYWOOD OR (2) LAYERS CP!/4' SUB S'-,. FLOOR MATERIAL RIPS FOR SOLID NAILW LAUN . 3/4' Tb 810 FLOOR SECURE TREADS TO STRINWR AH U OLIED 4 SCIEUEC WKSM 3' SCREW& • EA PER FASTENER STRNSER LNTF#IACW &FLANK SCHEME TO EXTEND BEYOND THICK!!SS FIN. FLR OP SM-FLOOR SHEATHMS SYSTEM (SEE FLOOR mmTJ He".PRAMMS STAIRS RISERS TO CONFORM TO FBCR ITN EDITION MOM MIN. TREAD•10' MAX. RISER-T 1/4' !/IS' MAX. VARIATION M STAIR DATA, RISERS/IROADS ADJACENT TO EACH OR a 1-42, OTHER 50' MAX. VARATION M ANY 14 TREADS • RISEIR/ READ HANDRAIL CIICMAI! 10'H P NOSMG CROSS SECTION DIA. TO BE 1 V4' •-V4' oR mwVIDE ZwrvALENT SRASPADNLRY WINDERS- MIN. all WIDE • NARROW END MIN. IP WDTH • R' PROM NARROW END !4' MIL HANDRAIL HOT. 'ENCLOSED ACCESSIBLE SPACE wDER STAIRS SHALL HAVE WALLS. UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON TFC ONCLOSED SIDE WITH N' SYPSIM BOARDS. FBCR 302.1. 7c, n T-, 11 n . \ h� a-2a0 SYP aTRRIGER \ REMPOICED WWX4 SPR IMMONT. DEAD OF M-FLOOR ADHESIVE PL-400 OR 61MILAPE - EA HORIZONTAL ON 2 X 4 RE-IS'OIR:IPJS I EA. 2 X 0 STRINGER SECURE Wed 61-81 OC. STAIR SECTION B SCALE: IR'•I'-®' 2X4 ATTACHED U ONIRY NAILS • 2X It INTO SLAD 071 NCH END. 32' = 42' H. N I \ \ WALL IW CAP 1 1/2" MIN. HANDRAIL • 36' IlV 2X4 RE-RFORG1; @ THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN I In' AS PER FBCR R311.1,S2 NOTE: HANDRAIL ENDS SHALL BE RETUNED TO THE WALL OR TERMINATE INTO A NEWEL POST. w o� D NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14's 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES a$o SHALL HAVE A MINIMUM RADIUS OF 1/8'. ~_ \ 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF \ FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM V lOd ! ri. STRESSES- PER SECTION 1601.8.1 / F$.C. 2020 HANDRAIL SECTION r_ HDR. DTL. D BCALE: V2 . F.C. NOTE: HEADER FINISH TO ISE PER C0MM LAITY STANDARDS S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdesW)Voup.com AA #: 0003325 O a 4 EVSDIV. A! LOT: ABBOTT PARK LOT #29 BLK. #12 PROJMT# 04181.000-29121 MODBrA 4EHB "2605- HAYDEN" GAPAaa BWDCG: LEFT PACE: FLOOR PLAN SECTIONS & DETAILS 160 MPH EVt 3 NO, Dw 9/21/21 ECALIC: 1/4"=1'-0" 1 OWN X,- -=-cr ...... mav w .: a tot, .. 601 , ' T'II'7. / %i „ terr. N: - - r. o N., I-OS2-69- 1 L --- I ---L --- lt,-Lemem-Arsk- EC*M" Ec-ow" FM SECOND FLOOR PLAN SCALE, 1/4 - 1*-0' I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 NJ [BUBDM &c LOM ABBOTT PARK LOT #29, BLK #12 Pnon=T# 04181.000-29121 MODEL: 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT ]PAGE: SECOND FLOOR PLAN 160,VPH M. M2 3 ROLMV,k AMUCKAM I AR NO 9V= , awrE 9/21/21 aiiEET A2 25'-4' BLDG. HGT. SHAKE SIDING ----------- --- (TYPE 5 6' TRIM BOARD 6' RAISED BAND 4' F 111D BAND (TYP.) 11'-4' 2ND FLR _ BRG. W.T. FYPON 16'X62'—\ DECORATIVE &NUTTER OR EQUIVALENT 6' RAISED BAND W-4 3/4'. 2ND FIN. FLR. S'-O' CLG. HGT.. OPT.C-OAC4 LIGHT 11'-4' 2ND FLR, _ BRG. HGT. I'- 13'-4 3/4' 2ND FLR. �, _— FIN. FLRJBRG. HGT. 5'-0' CLG. HGT.o, 0'-0' FIN. FLR _ — FRONT ELEVATION GCALE: 1/4 I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH FYPON IS'X50• DECORATIVE "TTER OR EGS)IVALENT 2N0 FLR BRG. HGT. I BKTIIXIT OR I EGJIVALENT I !4' RAISED BAND I 6' RAISED BAND (TYPJ ZND FIT N FLR I � - o ENTRY S'-OJ' BRG. HGT. TYID 4' RAISED I BAND (TYPJ 0' RAISED BAND FLR I $0'-0' FIN.N. FLR _ _.bIT-4' 2ND FLR B 1 I I I I I I I _ _ ot'-4 3/4' 2ND FLR. r SIN. FLR/BI6G. HGT. CLG. WT. r-- I I TYP. � — _ o0—.F 0" FlN. FLR REAOFATTIC = 15e5 Sp FT. NET FREE VENTILATION AREAREQUIRED = 1/32D REQUIRED VENTILATION AREA 1565 /3M • 5.2e VHRILATWN AREA X S41NCHES PER FT.(144) 71RTe SR IN. MN. REQUIRED VENTILATION = sX 76U N UPPER PORTION OF ATTIC - 3804 SO.IN. OFF RDGEVENTILATION AREA a 115 SO. IN. FERVENT 3W41115 TCTAL# OF VENTS REQUIRED = 3.30e3 TCrrAL# OF VENTS PROVIDED = 4 *AREA OFATTIC IS THE PERINRTER OF THE HOUSE LEM THE OVERRAN A9999PROF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) _ L'2* THICK, 2 COAT CE7 W PLASTER APPLIED DIRECTLY TO MASONRY 4w. GALV. 'L'-TYPE PLAS14NO SET N ROOPN6 CEMDNT L Lsu-n. � HIGH eTRENGTFIeTd�oxr OR ROOF SLOPE PER --- I ELEVATION MRl 1A6' Of SHEAT14N6 2Xi SYP PT LEDGER VY I/7'NS• TFREADED ROD Cl166ET TO ME 6lGE4lD TO 12' OG. 4 UT14N i' OP 2X6 M 'M=R61W Sid NAILS EACH END MAX SET N 3. O.C. • PERIFETER I'-Q' 6MPSON HIGH STREN6TH 61' -60N LUD-26 W/ (4) Wall* 2 _ 0' EXPDXY 6' MN ENDED. TO LEDGER AND (2) WdY TO 2.6 JGIST CNANMEL FOR SOFFIT OVERHANG DETAIL A SCALE: Y2 - I' EN6NElRED WOOD TRJSEl" • 24' TIC. SIII'11T SHOP DRAUSJGS SEALED BY PROPESSIONAL M40NMR PM 11WAEW F AND CADP 104M PLYUROOD SHEATH11,76 SEE 6TR IXTURAL 2ND RR E,R6. I46T. ,L N OISEN6 AND PLASHN6 LLV � `RO MdCTRPAIAND AFRC?IDR# EDGE PER NTs 1G41IIRAPITEE RCOUI PAGCIA WRAP PASCW WITH DRCATC METAL SOND sSAM RAL d2. 2N6 WOOD FASCIA SEE STRICTURAL POR FASTENERIS VENTED SOFFIT PER ATTIC CALLS VY THICK 2 COAT CEI"!NT PLASTER L APPLIED DIRECTLY TO MASONRY RAISED 701111 PER ELEVATION* M FLR UANDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: IR . I. -IV. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-774-4078 www.aAbde*Wngmup.mm A #: 0003325 U a � b 0 14 W g 0 x I I OLAiD A ABOtJCHACPA AR NO 90723 aw 9/21/211 8CAL :1/4-=1'-0" 1 a>Esaaa' A3K IT-4' 2ND FLR. BRG. HGT. I I V-4 3/4' 2ND FLR , _-_-- FIN. FLR I 0'-0' FIN. FLR jo FRAME DOW FOR FYPCN Ei1CT IXII OR ECiUIVALENT 17'-4' 21,10 FLR BRG. I-GT. V-4' 3/4' 2ND FLR FIN. FLR/BR'e. HGT Q.. B'-0' 81HGT. s ENTRY 0'-C' FIN. FLR LEFT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . V-0' TEXTURED FINISH 2ND FLR BRG. HGT. -0' 3/4' 2ND FLR FIN. FLR - NGT. N' BRG. ENTRY 0'-0' FIN. FLR bIT'-4' 2ND FLR B�THG 9'-4 3�/4' 2ND FLR FIN. FLR R/ . HRG GT. a -0' `LG. HGT. S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdasigngroup.com AA #: 0003325 o s� A 4 BUDDIV. & LOOT. ABBOTT PARK LOT #29 BLK. #12 PROJECT# 04 1.00 -2912 WODEIA 4EHB "2605- HAYDEN" OARA03 SVMC*s LEFT PACE: RIGHT & LEFT ELEVATIONS It K' 160 MPH EXP. C 3 Dw 9/21/21 8CAIX: 11 =1 —0" SHzZT A4K ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -}-y DeV OUTLET 29 AMP •MOLE POLY SOV OUTLET IIOv OUTLET Vro4 creaxTaRLEr WNCD eu QFI NOV OUTLET ROUSTED 64" FALL "It~ (TAMPER N UIRIAM TTR) a@ 220v OWLET (4) an cQeRcra4 �} UupIP -tom- GFI ENT. U47YNPRoor aMR.ET OSOISD FALLT NTEMDRER SWITCH Sw7CM 3-WAY O'ER CEunn;M 4-WAY OPER u44LL rIGHTeD v � .J LAW CELNG L047 © LED CLO LIGHT LED VAPOR O VP PROOF LOOT OVP VAP RPROOF LISIR @ Rae4T3 IED CAN eVENT. PAN I ORM PER SOL FT. �.AN4 WLISHr I—PEN —Pr. v row- PbaUm rePeeb Teo by euLDERI PL UNMAN• ® (RECESSED) ARp►O AJQ2JN 2- a— • (SUIFACS MY.) V R.uolssc INT 30 d 4' TRIO[ LIDNT PYPL sib METER O8D. OWAE DETECTOR DAYIk WALLrlXW= eATT. bdcmjP NMIOKY DEtsctoN W-HAMMM � TW?M 11113 �- IANQE OF NOT LESS Ti!N 4' FOONI MSOANT LIGHT LIB NATUM 6" ► rel.EnloNe JAOC �] NC.ELYItclEL] AEl. DISCONNECT DISCON►A.CT Al.UNA .RIONI. SC! AMU ON DRCOIEC7 ❑N TELEVISION JACK CELNYSON O J-DOX TO eE SUPPORTED N ACCOIOMCE WP BOX MAR® AS SUCH MR TO Y SYPPCRTED N uLNe FAN L ONIt ACOO A WV BOX ruPNEo AYS NID+FOR INSPECTION Anna 24• NCANOVICINT LOW 811eP ennnnn Iw' NCANDESCDAT LOW STOP nnnnnnnn 41P SCeOE0004T LAW 1TISP ROOD LIOHr KP OPT. SYcIYWRY 10"AD • PD. MAW-m MOH "Kam 'ES we FORT • LOCATION O TV JACKS A PHONE CUTLETS A PANS TO ME VERIFIED • HOMEOWER PRE -CONSTRUCTION MClTMi • ALL 0 A 2e AMP WRRCH CSSCUITS TO ON ARC PAIL? PROTECTED PER ELECTRICAL PROVISIONS O ®� • 20 AMP DEDICATED LAUNDRY CSSCUIT. • GPI • ISLAND MDT ON KITCHEN CIRCUIT) • DISHWASHER DISCON SM TO EY LOCKOUT N PANEL • DATHSDOM EXHAUST PAN TO MAW MK CAPACITY O Be OM INTERMITTENT rm ELECTOICAL PROVISIONS OF NOTION Mee73 FeCR TTY EDRION l2mea • LAUNDRY ROOM AND DIbeL48HlR RECEPTACLE SHALL ISO GROUND PALLY CROIIT-Nilowei NR PROTECTION FOR PERSONNEL ON PEROM • WIRING METHOD SHALL BE NON METALLIC CANJI PER ELECTRICAL PROVISIONS OF BOGS TTM ®n®e) • ALL WORK TO COMPLY wTM ELECTRICAL FMO)AIK" OF TALLHE PECK TTM tD fMWel •'x OF Lrd rrm MAST eE QlRGY BFIGINT TYPE PER 19FCIB4CY) M2e. Tlh mRION R4e4J ER FIELD VERIFY LOG. IRRIGATION OUTLET • 48' AFF. 07 FFRE-WIRED CLG FAN BDRM. i ED. BATHE BOLLARD AS REQ. PER BLDG. CODE COACH LIGHT DOOR 1 ! KEYLESS FIXTURE ll GFI @9 GARAGE DOOR PREWIRE 6ARAaE PAW I 9 I _ n DDW0 ROOM RIM PRE -WIRED — — CLG FAN I C ` GFI \' TO 2ND FL\ SWITCH SWITCH CA15INET Imum I I I II \ OUTLET III I FOR DWI I 3 L/ o L / GFI !I- 44PAN• F. S® E=Z=P_f T ;I - III \ I III FOYERCLG \III WFAN !III FIRST FLOOR ELECTRICAL PLAN SCALE: VW . I'-& II I I L I I LED LIGHTING @ SINGLE LAV. BATH •2 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND NSTALLATIONS SMALL COMPLY wT14 ELP-CIMCAL FROVNNONS O THE TNE�i1T IT a(7c�:�rJ�fjQ2V)). LOCAL CODES- AND ALL LOCAL POSER C40HPANY RECSU111091 4TS. IS. ALL CONDUCTORS SHALL BE TYPE TWWWrWWN UNLESS NOTED OTNERUSE. POUER CONMPANY R GRADE PROVIDE Y)ro Cu. THWw . Pe CU N 7' CONDUIT OR 3 tiro AL. THIN . FS CU IN :' CONDUIT OR 2ro AL. bait (CONDUIT TO TERMINATE ABOVE SOFFIT • OVE1414AM6J COMDNATION SERVICE SO AMP DISCONNECT SwTC14 AND 0044E VOLT M ELECTRIC METER N I ML NEMA 30 ENC1.08URE PANEL E4DA/JP TELEPHOE StRVK:E CABLE TYLEVISCN ENTRANCE SERVCE N7RA)dL7 YOUIP►ENR SGUIFMRNT NTERIERSYSTMAL 4TTDO4IN9 DEM LOW VOLTAGE CONNECTIONS PROVIDE SO AMP, 126/24e VOLT, I PHASE SECONDARI=— 114 OU SERVICE GROUND COAlCMD TO ELECTRICAL SERVICE. PROVIDE 3 '1 COPPER (CU) N CONCRETE ENCASED FOOTER STEEL PER 1442" DIA SC.FEDUL.E W PVC COMMIT OR FRWDE 3 ELECTRICAL FROVIIS!" OF TM PDCR TTH 2/0 ALUMNUM (AL) N 1" VIA SCHEDULE ee PVT- EDITION f202O). CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE wTH THE ELECTRIC r..- DIA X S PT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO DID. SEPI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a bdesigngroup.com AA .00033o 0003325 c a E >stTVDIV. AW TAT: ABBOTT PARK LOT #29 BLK. #12 PROJ=T#W 04181000-2 121 "OD21- 4EHB "2605- HAYDEN" OA1lAOZ 9V"NO: LEFT PAGZ: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V CUTLET 20 APr SNau POLE IIOV OUTLET UM V OUTLET V) OF OUTLET UMED To. GFI IWV OUTLET ROU"ID 6000 FALL NTVPK~ (TAMPM RMDTAM TYPE) 220V OUTLET (4) 1111flIff CMZCTION -F� IIJr RW WATEF04WCP ORdND MLLT t!- 6F1 OUILv MwwoimR SWTGN suTCH 3-IG4Y Orm W4 GuTCH 4-WAY OPEIL ' ^ I-J WALL MgNRD LI&W CEILING LOW © LED CUM L1614T LED VARM ©VP PROOF LOW @ Vp YAFOR PWQP LOW OO laclaelo Caw eYER. FY( I CIM PER aQ Fr. VDIT. PAL( aPLaw I ORT PER am. PI. F _ EMIDIR/ R.094 2= ® G (REEaSlD) AMAM fSI�ACE MNTJ VRANXISSOW 4' TR1.CK UdW 0 PA►EL METER OS.D. eimm DETECTOR 6° w I IWLL MOWTID MATLikicK.11P 1 viam DETECTOR E[Mamam ® a/co CAMM MOCKM pEECTOR �� Ud== N'vt'DD'�1 OF NOT LED& Tmm 4' PMM UHLL PEIDAM LOW NATURAL GY ggaal- ► TREP110(E JACC 1114 -ZrW ... �nR Te IiP PLPvaTID AIR C WITIMM M Aw ON Tin 6wwT F� 7ELWOM JACK CEILNO DOI( TEOU 1110 JO J-DON TO EE aUPFORRD N ACCOIO/WCE w om AS DUCK FOR CBNO AKIN 11102411100 @LINO P.46LIOHT TO BE DIPPORTED N AflaImM10E w DOD( MARCCD AD DUOw POR p�pp, 24• 6IG0006C11 T LWR ST" %• IMCANOVICEW Lnw STOP nnnnnnnn 4w witcomomw LnW DTTEP PLCCD LtlwT sommry KEYPAD PE PIISN-DURON ►m CNI'ES um PORT • LOCATION OF TV JAMS J PWad OUTLETS 4 PAW TO DE vERFUED • NOMEQDlR PRE-COWTRUCTION FEeTIPr,. • ALL D 4 20 AMP DRANCN CIRCU175 TO DE ARC PALLT MENm PER MACTRIC.AL PROYM CW OP Ewa lo( ne2e) . wEc 21012 20M EDmCK • 20 AMP DEDICATED LALNOW CIRCUIT. • Gel • 16LANP (NOT ON KITC1411I1 CIICUIT) • OW411ANER gDCMiEGT TO DE LOCKOUT N PAWL • DATINlOOM EDO"T PAN TO NAYN MN. CAPACITY OF 90 CIM 94TI9E91TRNT PER ELE07POCAL PROVISIOW OF SECTION M111,013 PDCA! 1T41 EDITIDwI nEO01 • LANORY ROOM AM DOWA451#R WCEFTACLE 5""' 01441*ND PAJJLT CIRCIaT-NTEIEEIPMR PROTECTION FOR PERSONNEL ON FIEDERD • WRING FETNOD &CULL BE NON METALLIC CABLE PM ELECTRICAL PRDVINOW OF PAM TTN ED e2WQ1 • ALL WOW TO CCMKY UATN ELECTRICAL. PRON510W OF TFE PEC2E 7TN ED n0001 • AlL LAITE aLIALL t1E aELEGTED BY MI-- MR AND TS! GP LIaN7SUG MMi Ea! ®lRSY 9ROIENT TYPE PER PIG. DLRR6Y DOWSRVATION (RSAIDEMIdL WY4Y E�IOIEJCY) 7020. lIM lDI710w R404J I L------------------------ J SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4' • I'-C' Ma EN LED LIGHTING @ DOUBLE LAV. BATH M ---------- LED LIGHTING ® DOUBLE LAV. BATH P3 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.Com AA #: 0003325 h a i 0 A O a a rb sUSDIV Aa LOT ABBOTT PARK LOT #29 BLK. #12 PIWJECT# 04 .000- 9121 UODXU 4EHB "2605- HAYDEN" OAP-*GZ OWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH E . C SEP 3 2021 ROLAltD A ABOUCHACRA AR NO 9 W RuIrr Dw 9/21/21 SCA=: 1/4"=1'-0" aIdEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " P-0' L-------------------------I SECOND FLOOR PLUMBING PLAN SCALES V4 " V-0' LAV MAIN PLUMBING RISER 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 Ls 0 IBUNDIV. & LOT: ABBOTT PARK LOT #29 BLK. #12 PROJZCT# 41 .000-29 21 KODZU 4EHB "2605- HAYDEN" GARAG8 OVnNG: LEFT PAGIC: PLUMBING PLANS 160 MPH E . C SEP 202 A9000HACRA 93723 T RINT 1/211'-0" HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS IS GALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS PAS 8 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL ELM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SWALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1T14 EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, 61-10ILERS, SPAS AND SIMILAR 15AT14NG FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC lTH EDITION (2020) MIECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS 614ALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANrECH DEF BOOSTER FAN OR EQUAL. FANTEC14 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LIKE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK, l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE= ALL HVAC TO HAVE PROPER PAN& W/ DRAINS "� ""' O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS WIT SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 9/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO WIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB %XI 1/4' SHT. MTL. SCREWS T LINES TO CONDENSER UNIT PLATFORM RETURN CONDENSING UNIT CONDENSING WIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN DRAM, PER ITW EDITION FBCR 1TH eDITION (2020) NOTE: MAIN COND. DRAIN 3/4' DIA. MECHANICAL GODS SECTION 3011.4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS 6CORIATED NICKEL ///---FIN. FLOOR BRONZE FL. PL. / OR WALL GOWTOWK GA.. PLUG _,—SEE SPEC. BRA" PLUG �'�FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED WADE 6240-K JOSAM 96000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VL OPTI/SPEC FLOOR SLAB CLEAN —OUT (TY FIN. GRADE OR PAVING I'-8'X8' CONC. FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED (g)EXT. GROUND CLEAN —OUT (TYP.) N 1----------- I I I �[Sr PROM xxuuuu�� F BEDROOM !>:2 A15OVE r--+� qX8 ---------L14X6 -lI -Il -IlI —Il ---X—+--_— — — — — EKI THRU ------------------� IIIIIIII IIIII BATH TI-IRU III IIIll ' C KITCHE I e' S/A j FROM ( /� ABOVE `�9x9 Ili ru ` FOYER iii P 111 III FIRST FLOOR MECHANICAL PLAN SCALE. V4 • I'-0' •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.77"018 www.abdasigngroup.eom AA 8: 0003325 J LA m 0 a SUNDIV. Aa LOT: ABBOTT PARK LOT #29 BLK. #12 P1tOJWTSr 041 1. 0 -2912 MODEL: 4EHB "2605- HAYDEN" OAItAGZ 8WMW0. LEFT PARSE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C SEt1213 L AR NO 93723 I DAT&'�'. 9/21/21 BCALE: 1/4'=1'-0" BI;EET MI 1------------------- -J SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 " I'-0' I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 is m 4 7 unDIV. ac LOT: ABBOTT PARK LOT #29 BLK. #12 PROJECT# 418 .000-29121 xoaaL: 4EHB "2605-HAYDEN" owiswaE amrroe LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C RC,,�A ABOtJCYII►CRA AA NO 997?3 DA � 9/21/21 scA=.- 1/4"=1'-0" 821MET M2 2X4 TOP PLATE MR_A --T— PLAN PRE-FAB TRUBB 1/2' CLG, BOARD V2' DRYWALL T`t'r SECURE BT. — PLATE TO SLAB WV 10d MASONRY NAIL w 32' O.C. MAX o'-®. FIN. FLR 2X4 WOOD STUDS d24' OJC. BLAB ITIONS SUPPORTING HUNG PLUMBING 2ES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL NON—BRG. 21 SCALE, 3/4'.IAV FIBERGLASS SHINGLE$ WITH UNDERLAYMENT AS PER FBCR 9m8.1.1. ROOF SHEATHNNG THICKNESS AS PER SHEET SNI.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 0'-0' FIN. FLR, /8' GYPSUM BOARD OR 1/2' HKaH STRENGTH CLG. BOARD T SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. OH. R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS • 24' O:C. 6' CMu 1/2' GYP. ILL. BD.� WOOD BASE n W/ WINDOW OPENING l�1 $' VIA SLEEVE, DO NOT OJT RESAR PE BOND BEAM O NOT CUT SOLID OR= THE BOND W/ (I)- % BEAM (2) COI✓A!E - REBARB 2A PIPE THROUGH BOND BEAM QV SCALE, 3/4.0--D' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TM66 MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY m'-V' FN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, W4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM 04865 TYPE III OR TYPE IV UNDERLAYMENT. ays row ar4 �K . sa r 2B GAS LINE THRU BLACK sa.u, •.r.r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR ICS.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 6N1. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS IF2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a, Cm 1. w w" BEAD LII� "Tw AITSTIwIGTmi ►aR DIII111my TO �Nr0�w-7T n A /FM ATTACHED TO PILL Aw D NICDIICT ATP.T. WDIlD�AL IRfi. APPROVAL VAL Imo. s GARAGE DOOR JAMBS p1 SCALE: II/2'•I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT �2xl5,5"L ECURE W/ (2) 12d NAILS AS PER FBCR W5.U. • EA. END ROOF SHEATHING OCKING BETWEEN TRUSSES THICKNESS AS PER R STRUCTURAL DETAILS SHEET DSECURED PER FASTENER SCHEDULE BTIFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG MD. TRU88 a 2x FASCIA PER 9\WSTRUCTURAL AX' ELEVATIONS PER ELEVATION VENTED SOFFIT ONT. 2x RAT PINSECURED PER DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/V GYPSUM BOARD OR 1/2. ON SWEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANtFACTURES SPECIFICATIONS PREFERENCE STRUCTURAL l' Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. 8, CMU WOOD BASE m'-V' FIN, FLR " ..L ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a 4 1TH EDITION, SECTION R301.1.3 AND 16055.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 4 s� O 6 BUDDIV ae LOT: ABBOTT PARK LOT #29 BLK. #12 PROJWT# 04181.000-29121 MoDEL: 4EHB "2605— HAYDEN" GARAGE 9WDF0: LEFT PAGE: DETAILS 160 MPH EXP. C 3 DAT " 9/21/21 SCALE: 1/4"=1'—O" BaEET D1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SM.U. ROOF SHEATHM THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE•ENG WD.TRUSS -- 24' O.G. MAX METAL DRIP EDGE 2x FASCIA PER—/" ELEVATIONS VENTED SOFFIT REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP AS PER FBCR 9m5.1.1. ROOF 04 EATHMG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PER PRE-EN6 WD.TRUSS-- LEVATION 24 O.C. MAX. METAL DRIP EDGE BATT INSULATION REFER TO ENERGY CALCS FOR VALUES / 2x FASCIA 1 -m o.u. 5/8' GB YPSUM OARD PER- ELEVATIONS TYP. OR 1/2' W*W STRENGTH MO. BOARD VENTED I Ix2 FIRE -STOP SOFFIT I / R-4.1INSUL. REFERENCE) STRUCTURAL w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRLCTURAL 3/4' T 4 G OU15FLOOR a, GLUED AND NAILED I/2' THICK 2 COAT—� 2 AS PER NAILWA SCHEDULE PORTLAND CEMENT w PLASTER APPLIED w DIRECTLY TO m R MASONRY If -ELEVATION IX2 FIRE -STOP SEE STRUCTURAL--- R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PER LEVATION IX2 FIRE -STOP R-43 INSUL. Q W W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU 1/2' GYP. ILL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP O.H. 9 9 Q w J w BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP fR-4.1 INSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R 9ftLEVATI R LEVATION 5/8' GYMUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INI3UL. Ix2 P.T. FURRING STRIPS o 24' OG. e' Cm 1/2' GYP. WL. no. WOOD BASE . - 1 • a - • ti. a L n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'.I'-V' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes"roup.com AA A: 0003325 C L —iL—i BUDDIV. as LAT: ABBOTT PARK LOT #29 BLK. #12 PROJTECTp 041 .000-29121 MODEM 4EHB "2605- HAYDEN" GARAGE a7►ING: LEFT PAGE: DETAILS 160 MPH EXP. C SEP N 312021 DATM 9/21/21 8CALE: 1/4"=1'-0" simmm D2 1021. 2X6 P.T. 4 CENTER OF DOOR HEADER SECURED WV (U In' X 8' J-DOLT WV W MN. EMBEDMENT Wl 2' X 2' X VW WASW ER 4 NUT OR W/ M In' X V ANCNOR DOLTS W/ 2' X 2' X VV WASHER 4 NUT IF IN GECRE 2z TO ax all ® 14. TAPCONS O S 1 In' EMBED. V OC. 4' END D16T. 1 14' EDGE D16T. IN mceS OURED W/ (8) In' X V J-BOLCHOR 2X6 d,ARAW DOOR B70FTME BOLTS, UV 4' MN. EMB. WV 2' U X 2' X V8' WA6NER 4 WTNN V OF TOP. (U URT14N 8SYM,(3) EVENLY $P 81 NOTES, ALL ANCHOR& BHALL BE N ACCORDANCE TO MANFACTURIU" N&TA. - ATIM NSTRUCTI" WHERE a11DH INSTRUCTIONS ARE MORE &TIMMI NJT GARAGE DOOR BUCK ATTACHMENT tc41e w'.r-r 8' UL ve• DRYWIAL a 1'X4' P.T. DOOR DOOR L 1t4 P.T. OR S/4'X4' MN SECURE TH41J FRAME 4 EXTEND 1-1/4' INTO NAILER BLOCK UV 3AW TAPO" CASING (MN SWANK SIZE .Hs MN. HEAD SIZE 3mo MN EMBEDMENT 1-V4' WTHN V OF EACH END JAMS OR WINDOW 4 N' OC. MAX SPACING ATTACH TO 2X PER MANIFAC'RJRES DETAILS. NOTE, 6 41M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" w TRNDOW TO BLACK +3/4" OR +5/4" 2X4, EE SECURE TO BLOCK UV V16' TAPCON6 (MN GNAW SIZE .145 MN HEAD SIZE 34D0 MN EMBEDMENT 1 1/4') WITHIN V OF EAC14 END 4 10' O.C. MAX SPACING. 2X6= $1 CURE TO BLOCK WK2) 3/16' TAPOONS MN 6HANK SIZE .Wb MK HEAD 812E 300 MK EMBEDMENT 1 114') WITHIN 8' OF EACH END &. Cm 4 10' OC. MAX 6PACNG. V2' DRYWALL 2X8, ® I'X4' SECURE TO BLOCK PT. NAILER W02) 3/I6' TAPCONS DOOR CASING MK SHANK SIZE .N6 MN HEAD SIZE 300 MK EMBEDMENT 1 V4') WITHIN 6' OF EACH END t b• OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL$. NOTE. SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +1 1/2" TWILL TO BLOC +1 /2" n 2X4. SECURE TO BLOCK UV 3/16' TAPCONS (MN SWANK SIZE J46 MN HEAD SIZE JIDO MIN. EMBEDMENT I V49 WITHIN 0' OF EACH WAEND 16' OC. MAX ING, 2X6. SECURE TO BLOCK WV(2) 3/16' TAPCOMS MN SHANK SIZE .W5 MN, HEAD SIZE JIM MN. EYOEMENT 1 V4') WTHN 6' OF EACH ETD 6• cm 4 IBM Oj=, MAX SPACING. VX DRTW4LL IXB, O® SECURE BLOCK 1'X4' UV(2) 3/16' TAPCON$ ' P.T. NAILER MN 6NA)4K SIZE .HS VIIr' ObJS. X 4' MK MN HEAD 6¢E !OD MN EMBEDMENT 1 V4') DOOR C.4&ING WITHIN8' CF LAC. CNID 4 W' Of MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 15/18" @=DOW TO BLOCK +1 15/16" 2X4, SECURE TO BLOCK WV W16' TAFCONS (MN SHANK SIZE J45 MN MEAD SIZE 300 MN EMBEDMENT I VW) WITHIN 8. OF EACH END 4 *'Or— MAX SPACR.G. NOTE. GTRJCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W0(2) 5A6' TAPCONB 3A6' TAPCON MK I-V4' (MK SHANK 612E J46 EMBEDMENT INTO BLOCK MK MEAD 84ZE 300 MN EMBEDMENT 1 V41) WITHIN V OF EACH END 6' CM 4 W OC. MAX $PACNG. In' DRYWALL 2XiCEO SCORE TO BLOCK WW2) SAWSAWTAPCON6 MT. P.T. NAILER MN SWAN' SIZE J46 DOOR CASR,B MN HEAD SIZE UNDO MN E'BEDP'ENT I V4') WITHN V OF EACH END t N' OC. MAX &PAW�'. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAJIPAGTURE6 DETAILS. NOTE. 81411-1 AS NEEDED TO PUPS JAMB (DO NOT EXCEED IM') DOOR JAMB TO BLACK +2 1/4" /:.1NllQDOM T BLACK +2 /4" 2X4, UB SECURE TO BLOCK IV3/16' TAJ-CONE (MIN. $HANG SIZE .W5 MN. HEAD SIZE 300 MN EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 M' OC. MAX SPACING. 2". SECURE TO BLOCK WR2) IL" TAPOONS (MN. SHANK SIZE J45 MIN HEAD 612E 3" MR EMBEDMENT I V4') WITHIN S' OF EACH END V cm 1 B' OC. MAX SPACING. In' DRYLLWLL 2X8. SECURE TO BLOCK ❑ I'x4' UV(2) 5/K' TAPCONS I.J. NAILER MN DRANK SIZE J49 DOOR CASING MN. HEAD SIZE 300 MN. EMBEDMENT 1 1/14') WITHIN 8. OF EACH END 4 IV OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3" r'lmw Ir Tn nrnrx 4.A" 2X4. 62CRE TO BLOCK IV 3/16' TAPCCJ6 (MN SWANK SIME JO MN HEAD SIZE J' 00 MN EMBEDMENT 1 114') WITHIN V OF EACH END 4 IBM OL MAX GPACNG. NOTE, STRUCTURAL 2X MUST BE 1X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WV(2) 3AV TAPOONS 3AV TAPCON MN 1-1/4' CMK SWAM SIZE .NHS EMBEDMENT INTO BLOCK MK LEAD bin900 MN. EMBEDMENT I V4•) 8' cm WITHIN V OF EACH END A 16' = MAX SPACING.r- V2' DRYWALL 2X8, ® I'X4' SECURE TO BLOCK P.T. NAILER UM) 3A6' TAPCONS MK SANK 612E .H$ DOOR CAGING MK HEAD Sin 300 MN EMBEDMENT 1 V4•) 2ND 2X SECURE TO 6TRUCTUR;AL i' OF EACH CND 4 6' TO V OC. MAX DOOR JAMB TO BLOCK +3" FD(SII To MACE 44"To a ACE .H4" 2X4, IZI SECURE TO BLOCK W/ V4' TAFCON6 (MN. SWANK SIZE J48 MIN. HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN V OF EACH END A IBM OC. MAX SPACING, 2X6, CIO SECURE TO BLOCK WA2)1/4' TAFCON6 (MIN. SWANK SIZE .HS MK HEAD $IM 300 MN EMBEDMENT 1 V4') WITHIN V OF EACH END 1 EM OC. MAX SPACING. 2X6, SECURE TO BLOCK WX2)1/4' TAPCONS MK 81WNK SIZE Jos HIM. NEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 S• OC. MAX 6PACING r cru V2' DRYWALL 1'X' P.T.4NAILER 1/16' OSJ L X 4' MN. �- DOOR CASING DOOR JAPES OR UR OOIW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SWIM AG NEEDED TO PLUME JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +3 7/I6" WIN' OW TO BLOCK +3 7/16" 2X4, IZI 8ECRE TO BLOCK W/ V4'TAPCONS MN $HANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT I V4•) WTHN 0' OF EACH END A M' OC, MAX SPACINI& 2X6. 6ECuRE TO BLOCK WK2)1/4' TAFr," (MN SWANK SIZE .W5 MK HEAD 612E 300 MK EMBEDMENT 1 V4-) WITHIN 8. OF EACH END 4 S' OC. MAX SPACNG. 2X6, DIED SECURE TO BLOCK WK2) I/4' TAPGONb MK SHANK SIZE J45 MIN HEAD 612E 300 MN EMBEDMENT 1 V41) WITHIN V OF EACH END A IG' OC. MAX GPAGNG NOTE: GTRJCTURAL 2X MUST 55 ON OUTSIDE A SECURED THROUGH NON-STRUCTURAL UVWS' TAPCON MN 1414' EMBEDMENT INTO BLOOM L_V 8' Q'AJ In' DRYWALL ❑ PX4' P.T. NAILER DOOR CASING DOOR JAPED OR WINDOW ATTACH TO 2X PER MAN PACTJRE& DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" rT11IND0W TO BLACK +3 3/4' n •1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abd"Wtgmup.com AA U: 0003325 O sulwIV. k LOT: ABBOTT PARK LOT #29 BLK. #12 PROJBDCT# 4 8 .000-29121 MODRLT' 4EHB "2605- HAYDEN" OARRAOR 8Wrr*: LEFT PAOR: DETAILS 160 MPH EXP. C DATaM 9/21/21 BcALLR: 0 "=1'-0" 8icRRT D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VERSIONEXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 21495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1053120 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 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 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 22/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-O" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EKT. DOOR w/SIDEUTE 2020 FBCR 12/31/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING BIT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single IRe EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 22/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/Z023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 1SBA CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 SEP 2 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdeslgngroup.com AA #: 0003325 O ABBOTT PARK LOT #29 BLK. #12 PROJ=T# 04 .000-29121 MODRU 4EHB "2605- HAYDEN" GARAGE 8WE140: LEFT PACE: PRODUCT APPROVAL LISTING %160 MPH EXP. C 1lCALM 1/4"=1'-O" 1 Iml F'IIFORMED CONTROL JOIN FLANGE OF CONTROL JOINTS BE UMM TIED TO LATH • Y O.G MAX (VERT.2 DER. DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES WY ii' Lea MAY EE USED TO TEr1P. SECLIRE CONTROL JOINT DURING NSTALLATICN ------ FASTENERS TO OE SPACED • T O.C. MAX VERTICALLY? 1 IA•LTMAS�! COAT C10-INT \ IUI® LAYER 4, FORTIFISER OJILDNG PARR AFM-ROVED METAL LATH FASTENED .1' (VERTJ OD. MAX AT SUPPORTS WRB LAYER % 6TUCCO WRAP UOOD 94EATWNS !17LAMImimm LATH SHALL BE CONTNuOUS JOINTS JOINTS d)t BE STOPPED m TIED AT EACH SIDE. PER 48TM C10S8 PROVID! 2X4 BLOCKING PLACED FLAT MAX. S' TO S' FROM CONTROL JOINT URN CONTROL JOIN PALLS ON L FASTENERS FOR LATH TO OE NAILS ORS i STIIOTURAL STUD STAPLES N COMPLIANCE Wv ASTM CW63 r 2. WR! TIES TO BE (NO. 18) 0D4T5' UNA A CLOCKING SNOIW MAY BE N ADDITION/ \ TO WALL 6=6 RECfURED PER PLAN O"M" TYPE CONTROL JOINT OLFd.D.Irwtp.n.A ®FOLD O I--. FT. A L GOY[ . Pt.. L CPWAW . PLC OLIIOLD NWIO.Pf.A L CIOAN . PT. D FOLD N• s ® I.—INO IID.PI.A L COWAN . M. • s. COWAN. P1. c a 10L0 Pr. C OVER F f. S TLL Pr. C TGIGN 11101roM RANW Ww monomO 'L''"tl W,OS TOIR MAL POLO. m Ile.OR. INSTALL FASTENERS (OLI M MGM STRAPS, STAPLES) AS APPROVED WILDING WRAP REQUIRED TO SECURE SHALL BE LAPPED A MNMM OF PIPE/ WERE TO PRATING 6' • VERTICAL LAPS (ROLL UM L4T7R'1, SHOW a S' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO DE I• STOCO YRAP WTN WRTIDER SIEATHNG TAP! _ WRB LAYER 4, PORTR9BR / BUILONS PAPER METAL LATH Wtob' SELF-ADHERN6 MCI'ERANE / \ FLASHING OVER 4W SELF -ADHERING MEMERAM FLASHING OVER APPROVED *AL LA1u \ FIDUlE WRAP. X ' FLASHStlr Te btTSO ONTe PINE 4'K4' WLP-ADFIRNG MEMBRANE X X X _ RJSWIl OVER APPROVED HOUSE WRAP. PLASNSYa TO EXTEND ONTO PIPE . METAL LATH WOW LAYER'(, I' THICIL D COAT CEMENT W CONT. BEAD OF SEALANT STUK40 CAI. I PLASTER INSTALL APPROVED HO SEWRAP AIR METAL LATH INFILTRATION BARRIER OVER • / I WWB LAYER •2. FORTIFIDER SWEATHING I li LATER 4, FORTPIBER \ WINE LAY BIIILDNG PIER 14A&TOM M C COATING OVER STUCCO/ PAPER UM LAYER GV. MEN (SE! TYP WALL SECTION) &TUCO /I WOOD SFRATHM SECTION ee.leTwlSn racTrrR,u EAedof use of pork!" cement Fearer hall ..Ply with IlgaPpkm— raquiremerA. of ASTM C 92618b. r MH LAI. Lars, 4. OAR Installation of exterior Mt*n0 end ImmN ALL LAP shall comply with ASTM C 106379a, 2 SCALdII IR'.I'•O' or ASTM 1787, ® KIC KO UT DETAIL VERTICAL LATH & PAPER DETAIL wom SIDE OF METAL PLASTER BASES SHALL BE MCMD TO FRAMING M tlgFA& THEY SHALL BE TIED =T=i! ( SUPPORTS WTH OID415-IN. (I21-MIN) UPON AT INTERVALS NOT MOTE THAN 5' e2ft-MM2 AS PER ASTM CM63. bKm PON REPAIR OF TGCRS N W® LAYERS, TEARS MAY BE PATCHED W/FOLBE WRAP TAPE PER MANY. SPEC. OR PEEL 4 STICK WOOD SWAT( BWLDI PAPlP STUGCI 4k4' SELP-ADNSRWG FEMDRAbM FLASHING (CO'1PATIBL! UV HOUSE WRAP MATERIAL) OVER APPROVED IIOUBi WRAP. P OR LESS PIP! PENETRATION CUT AID OVERLAP ONE SIB! OFF SELP-ADHERING MELMSW*R PM STEP 01 WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WA .I SCREED z 5'X5' 'L' TYPE CONTINUOUS Z �GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.t.s. 4• ,STEP 02 TAIL ( LEGEND PLA0 SEL (COMPATIBLE E W WO E FLASHIIYa rcorIPATIBLE WV HOUSE U.1 - MATERIAL) OVER 4' .4 SELP.ADFERING MlMORAIE FLASHING OVER APPROVED bI0U6E WRAP. R-AMiIN6 7e EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADHERM PEMBRME FLASHING DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/1ro° ZIP WALL SHEATHING SEP SELF-ADHESIVE FLASHING-✓; — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R'iO3.1.1 / A5TM C-&4'1-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde loWoup.00m AA 5: 0003325 k b la iIN svaDly ae LOT: ABBOTT PARK LOT ##29 BLK. ##12 PROJffiCT# 04181.000-29121 MODZU 4EHB "2605- HAYDEN" OAP-40Z s1II1CO: LEFT PAGW. WALL ASSEMBLY DETAILS %160 MPH EXP. C 3 9021 -T.T.T. .T:T.�T� :i,.Tr-,. DATL 9/21/21 SCALE: 1/4"=1'-0" sl'sEET WA1 INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6EQA= CF FLASHING TO BE, L BOTTOM. 2 SIDES, 5. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT ' WATER AWAY FROM JOINTS. :X:; E-Z BEAD ALL AROUND i VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD Y. NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. X' CAULKING • JOINT ALL AROUND I I I I PER SECTION Elderior kWng end plesEeAa i BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X. �:. k Installation of exterior lathing and framing ;I. shall comply with ASTM C 1063.19a, ' .X. or ASTM 1787. LLRB LAYER M, STUCCO WRAP HOODED VENT i' THICK,. 3 COAT CEMENT PLASTER METAL LATH WRB LAYER s2, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) r SHEATHINGIFIBER ING PAPER CONSTUCTC� —METAL LATH e' CMU VINYL CASING BEAD 6' RAISED BAND 76• TO K' MID.wALL WEEP ecRcm 6' WIDE STRIP SELF ADI-EBNE FLASHING. CLEAN MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO LURAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH X—X—X—x STUCCO WOOD OR '1/16" ZIP LUALL SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-14a, MIN, 2.5 LBS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANIIF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' /VENT PENETRATION SCALE: N.T.B. .•rrccr ry I�cc.clvc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 82, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 16' TO V MID -WALL WEEP SCREED vb'SELF-ADWESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT IT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMIBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING 4LRS, LAYER 9, STUCCO WRAP U1RS LAYER *T, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD 6TRUCTUTAL. MEMBER s T' Or— MAX 36, TOV MID^WALL W WIDE STRIP SELF ADHESIVE FL.ASNING, CLEAN MASONl1" BEFORE APPLYING �— FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK 6• WRB LAYER sl, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO 7f WRB LAYER 01, SELF -ADHERING, STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 STEP*1 STEP #2 APPROVED HOUSEWRAP BELOW WRB LAYER 01, STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP IS STEP 1*4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH S STEP *S STEP 06 nELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 w Abdesi6n81'oup.com AA #: 0003325 � n o n R a 5 glum as LOT ABBOTT PARK LOT #29 BLK. #12 PROJECT# 4 1. 00-29 21 1[ODEL: 4EHB "2605- HAYDEN" GARAGE BWDCG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C WOOD SHEATHING glowWALLL WRB LAYER 9, SlA-FLOOR DECKING STUCCO WRAP WOOD WRB LAYER -t, PORTIFIBER PRE-ENGD TRUSS — CONSTRUCTION BUILDING PAPER WEATHER RESIStit, V. HAT CHANNEL i' THICK 3 COAT CEMENT B4RRER I WA(I TYPE 'X' DRYWALL PLASTER WEATHER RESISTIVE _ 6' SAP. S TOP OF WEEP SCREED BANNER -2 TO SHEATHING BEHIND WEEP SCREED P AST ! T RIES WOOD SHEATHING `� 4' POSITIVE DRAM METAL METAL LATH IICRP 4/:WCn \ WOOD SHEATHING WRB LAYER 9, ' _ , STUCCO WRAP / J' THICK, 3 COAT CEMENT �` Y: GAP FOR BACKER PLASTER I EXTERIOR GRADE ROD A SEALANT FW AM66-WC-l8C`� 6' SELF-ADNEREING DRY WALL FLASHING WRAPPED 6 TOP OF WEEP SCREED 4_POSITIVL DRAM �' THICK !COAT CEMENT VNYL CAGING BEAD — ��i I ..• " TO SHEATHING BELOW PLASTER WATER PROOFING btu WRB LAYER 9, NO GAP N FIELD VINYL � LAYER (2 LAYER PEEL STUCCO WRAP (SHOWN FOR CLARIFICATION OF \ SEPARATE ACCESSORIES ONLY) 1 STICK) WRB LAYER -2, FORTIPIBER BUILDING PAPER - i 6' SELF-ADHEREING c:�E WRB LAYER 9, ' / FLASHING WRAPPED • CORNER OF CANTILEVER STUCCO UAQAP ` ` �? �4' POSITIVE DRAM AM[=CUSTOI Y"; 4*P061n_oee_n_ 0 CANTILEVER DRIP EDGE —7 NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. ® CANT. 1A SCALE: 1 V2'•1'-®' NOTE: METAL LATH: LATH TO 5E PER SECTION R103.11 / A5TM C-841-146, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 42 VINYL CASING BEAD �• THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE IN n4:Re armen VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRICITON .WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER ►2 i- THICK 3 COAT CEMENT PIASTER 5/6' TYPE 'X' DRYWALL METAL LATH W./TEXTURED 4 PANTED WOOD SHEATHING FINISH J' THICK 3 COAT CEMENT HEADERBEAM PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION 3' X 3' 26 GA GALV. FINISH LAYER (2 LAYER DRIP EDGE 1 STICK) SET IN PULL BED OF 6' PEEL 4 GEALANT,)i' MN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK ' Y: GAP FOR BACKER I $XI is P.T. OR *IMJLATED I ROD 4 SEALANT WOOD (TRiEX) FILLER CONTMOUS ' WATER PROOFING Mt 1 " WEATHER RESISTIVE LAYEIt (2 LAYER PEEL . 5 DARNER 9 STICK) WRAPPED FROM .-� WEATHER REBIGnvE BALCONY DECK TO BARRIER -2MP CANTILEVER 6' PEEL 4 STICK R DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALv. METAL DRIP EDGE GET IN FULL BED OF I J'A is P.T. OR SIMILATE ISEALANT,N MN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINIOUS FACE TO TREX Y: GAP FOR BACKS VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEE- 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO 14AT CHANNEL 9ANTILEVER j' TNK]G 3 COAT CEMENT PLASTER METAL LATH S/S' TYPE 'X' DRYWALL I WOOD SHEATHING W/TEXTURED 4 PAN PAINTED IS A7FIL'R RESISTIVE BN� ER 9 WEATHER RESISTIVE i' THICK, 3 COAT CEMENT �I R -2 DRAM PLASTER VINYL CORNER BEAD 4� PEP SCREED VINYL C'`-"„ BEAD NO GAP M FIELD (SNOIIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 7LUMN SHEATHING •ATHER RESISTIVE ARRIER M =ATHER RESISTIVE ARRER .2 SAP. -EEL 4 STICK I )6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GAL V. METAL DRIP EDGE SET N FULL BED OF SEALANT, V MN. SPACE FROM DRIP FACE TO TREX !- PEEL 4 CONTIMIOUS Y: GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL S/S' TYPE'X' DRYWALL W/TEXTURED 4 PANTED FINISH i' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 7 EXTERIOR COLUMN COLUMN 6HEATHING 16' SAP -I VX3' 'L' PLASHING 'FULLY EMBEDDED N ROOF CEMENT 11Y X S. 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )P MIN SPACE FROM DRIP 'PACE TO TREX WATER PROOFING 14t LAYER (2 LAYER PEEL 4 STICK) WRAPPED PROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAM nos a-�Rin LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER — — — — — 51JILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — VINYL CORNER BEAD) / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE. NTS WOOD SHEATHING WRB LAYER h, STUCCO WRAP 2x FRAMING MEMBER i' THICK 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIFIBER 2 1/2' CORNER BEAD BUILDMG PAPER--�, FASTENED TO SHEATHING C • 1' O.C. MAX METAL LATH j' IIRB LAYER 9, THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHING 6'SELF-ADHERING METAL LATH FLASNIWs WRIS LAYER 4, FORTIFIBER BUILDING PAPER ORNER 14A BEAD ® FRAME DRIP CAP WINDOW FLANGE 2 1/2' � CORNER BEAD (FASTENER 4 SPACING ®'1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R\CORNER BEAD (9) BLOCK WOOD SHEATHING ' WRIS LAYER 01, STUCCO WRAP -- 1 WRB LAYER 02, FORTIFISER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT v1EW FOR PLASTER CLARITY) U)RB' LAYER 9, STUCCQ, U)RAP WRB LAYER *2, FORTIFIBER BUILDING PALCOEMENT ?C METAL LATH d' THICK, 3 C PLASTER b'SELF-ADHERING FLASHING DRIP CAP \ WINDOW FLANGE J1 15 B C ASING BEAD ® WINDOW ( FRAME, NO BAND) S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407.7746078 FAX: 407-774-4078 www.abdmlgngroup.com AA #: 0003328 y n k a a 5 O S PARK 29 #12 P1ROJ=T# 04 81.000-29121 MODS%& 4EHB "2605— HAYDEN" OARAOM BWMWO: LEFT PAOIC: WALL ASSEMBLY DETAILS 160 MPH EXP. C F 3 `N=;:kOPA DA=lEz 9/21/21 sCALM 1/4"=1'-O" sI4EXT WA3 WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIPMER BUILDING PAPER METAL LATH a' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING — FLASHING / VINYL ANGLED / CASING BEAD —1 DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER "1, — STUCCO WRAP VINYL ANGLED SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 42, PORTIPIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE ' CASING BEAD 0 WINDOW (15CF (FRAME, W/BAND) Y4' GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM A STUCCO TO SIDING TRANSITION SIDING STUCCO a' THICK, 3 COAT CEMENT PLASTER METAL LATH LLRM LAYEiR'2, FORTIFIMER BUILDMG PAPER WOOD SHEATHNG WRD LAYER M, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL t STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) UvwTRLCTION wyao WO= SWATHING ueArHeR ReelsrW YR.4 �>IMTIV! 41 EARNER W/Sx TREVE•4L� GIDNG P-A&4M-ADIEIU•16 STARTER STRIP an WLVD FETAL � •' SELF•AWRERNG RASHIN6 I JEAT4ER RESISTIVE SARRMER 1 .. U BARRIER RIII RAGWIN o14Ya NER 6ALVD METAL 'Z' KLASHING pWD TRIM f iMelR EB2 / \ Y� x pyJLgTEp / uWDST;R�,e F MD \ / OR APPROVED SEALANT ` s... SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R-103.'I.I / ASTM C-84'1-14a, MIN. 2.5 LEIS, METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER "I, STUCCO WRAP WOOD SHEATHING WRB LAYER 12, FORTIFIBER eWEoDiM101craN EFL, BUILDING PAPER i I WRB LAYER "1, 4IMILF-ADHERNIS THICK 3 COAT CEMENT ; STUCCO WRAP WAT RNEGnas aEAT4ER ReMSnre aEAT4ER -1 TO AI- � \\ e6 1REMT� TOP PLASTER WEATHER � % MIN.µ ABOVE ,= / FLAeHr•�s ! ' OF WRB LAYER 02, FORTIFIBER uX1R1A.kLAP°1O1NG ; BUILDING PAPER 11CSieTlve I BARRIER VINYL ANGLED ' `, ��,_ FLASHN6 \\ CASING BEAD / WEATIMM BARRI 1�E9ISnvC i METAL LATH VINYL CASINBEAD Cs STARTER STMP \�� J' THICK, 3 COAT CEMENT I 1 Z�LFLAbI4MMET� (EXPLODEDMot VIEW FOR PLASTER \ —� J CLARITY) GALVD METAL '� MATLER RESISTIVE Z' FLAGWM BARRIERA-1 TO�e TLAP OP - OF Or 'Z' FLASHM NYL CASN6 Y�i' -X_ i' BFAJLATED PNC / I aIWD T/el'I FEFEER DAGGER RODE CASING BEAD ® RAISED PLAAMM'°`'° \ I ' I FLMNRIO \\\ ,,,, CAP WCALLKIN0. '"' BA(FRAME) .SGO'TERT OR"PPRRES°SEALANT \ '''1:. 1'7A EA111E81SrIVe 6410tlCR &STIVE :EAT SCALE:��J.-0' R64T4ER RESISTIVE vNrL easNn 6dRItlCR 4 f tRRODEJ PVC �W&ffQAm1WMm SIDING TO STUCCO RESISTIVE ® FRAME TO FRAME ISAR11IER a 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER el, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1Vo' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 9' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( �../ _......._._.._�. WRB LAYER 02, FORtIFIBER FFBUILDING PAPER E-Z BEAD VINYL CASING lW/%' FLEXIBLE PVC BACKER ROD) —WIZB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 Www.abdmlgngmup.00m AA 8: 0003325 'a 7 1 F --------------------------------------------I------------------------------------------------ ABBOTT PARK Y4' GAP TYP }' THICK, 3 COAT CEMENT LOT #29 CASING BEAD PLASTER BLK. #12 SEALANT TO WINDOW METAL LATH 11 `\ PROJECT* 04181.000-29121 WMODELoRB LAYER •z, FORTIFIBER 4EHB WINDOW FRAME BUILDING PAPER I °2605—HAYDEN" WOOD SHEATHING GARAGE dwING: LEFT 1 i ' PAGE: : : WALL ASSEMBLY WRB LAYER 01, ! DETAILS STUCCO WRAP I I 160 MPH EXP. C 6' WIDE PEEL 4 STICK OVER FLANGE C ` WINDOW FLANGE E-Z BEAD VINYL CASING 1 2X FRAMING (W/3's' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP ----------------------------------------------------------------------------------------'` E37?3 DATE: 9/21/21 16� EZ BEAD WINDOW CASING NCAUM WA4 CENTERLNE CPRC EESACULDBETAKENNKEEANGTHEVENTPROPERLY 4", 8" AND 1V' SHOWN IN 4"GALVANPED ALIGNED. VENT PIPE IS SEALED IF UTLZED. NALN RACE USING 1-1 K' NAILS AT EACH CORNER. ROOFNGCEMENT SHOULD M AFPUED TO All SHINGLE EDGES NEAR THE FRVYMTRE CUT OLT THE GOOSENECK VENT OPENING N THE RCOF OUTER EDGE AND MOUND THE ENTIRE PERIMETER AS RE— MENDED IN SEVERE WEATHER COASTAL SHEATHING.SRETHEOPENINGINACCOPOPNCEWITHTHE CCNSTRUCTION—ES. CHART SHOWN. N 2HE EVENT A MECHANICAL VENT FAN 4S USE., -S THE VENTOT£NING IN ACCORDANCE WTM VENT FAN MANUFACTURE'S PI%NO CCNNECTON INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS AMEN CUTINGTHE OPENING IN THE RLYF. REMOVE NTERFER NG SH NGLE NALS AROUND THE PERIMETER OF THE OPENING SO THAT THE NALNGHJNGE OFT HE VENTIAVSFLATTOTHEROOFSHEATHNGS-DE THE TOPAND SUF FLANGES CFTHE VENT OF AND UNDER SHINGLES. VENTFWJCES TOIAV CN THESHHEBOTTOM THE TOP OF THE SHNENO ROOF HOOD VENT DETAIL CUT HOUSE~ AT A' ANSLE MODPIEC'1, CUT N HOUaE1AEAP APPROVED NPIEiYRM OVER SHMATM M OVER UO ETD tlW L STEP 1 NAILING JAMES P DEID SILL G MM F BX19 SILL \J/` FLEXIBLE FLASHNO DO NOT SEAL BOTTOM FN STEP 6 Ts'PORuuLr FDLD•UP � SIx NQIO PLA P r0 at W RIP UnD n HEAD FOLD JAI N AT JAJAI-USS A III BILL R STEP 7 ALION FLASI4N0 SM on. SDGE OF SILL RO. MCMANWALLY FASTEN FANNED � STAAPLES) NSTALL DUPONT FLE)QAAP AS TI FLASHNS AT TIE PLUMBING VENT DETAILS WALE. KM AIDE ADIESIVE - IMMLE FLASWM VIER DRIP CAP ECTO URAP SHAY) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 38" WIDE VALLEY FLASING BOX OR HEAVER FELT UNDERUVMENT ASPHALT OOFNG C EMENT I OF SHNGNE EXTENOENDWINDLE A i LEASTtT'BE C VALLEYCENTERLNE ORNE EDCFF CRNER AT 46 DEGREES FROM VALLEY CENTERLNE WZ L IT It THE CONTACTOM RESPONmLTY TO vERl7 ROOF VALLEY DETAIL '"E`°FAA'sALA OP TSALL"e0ONM ""bDN6 NOWEYAAA MLITY TA . L FRO t8 * SCALE, NTO FLASNNG MATERIALS UMP DMMM, CO1105TRC1I0M. 2. INSTALL ALL MATERIALS PER MAMPACTIIl10S UMTTEN SI'ECPICATIONS WANNNI% SEALANTS MAY REACT ADVERSELY IF NOT COMPATIMILIL MEANS AND SEAL JAMB TO BILL JOINTS WITH DOW It" POLLOWMG COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SNOLLN SHALL 00 IMPLEMENTED AT ALL WNDO 16 WITH EVIDENCE OF WATER INTM*ION DELOW THE WINDOW OPENING M TERIORPERMETER O= WINDOu OATH T APPLY OW HM (O EdLL)EEALANTI H.UD APPLIED FLAENNG(LANC0 WAITS -SEAL OW-M am EO114LL SLOPE SILL TO EX 2. R_AS14NM AT EXTERIOR UR4DOUI8 AND DOOR OPM~ GULL ME INSTALLED N ALCOMPANCE GTH MMIPACTIMIN 'S NETALLATION 00701C71ONE AND APPROVED Hff"4= u Q FBG R'IOS.4 U N ACCORDANCE LITa MINKI&MATION MANIPACTWMR'S INSTALLATION AND M ASI4NG N8IRCTIONB. WAEEWSL SEALANTS MAY REACT ADVERSELY P NOT COMPATUSI.E. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32790 PH: 407-774.6078 FAX: 407.774�4078 www.abdesigngroup.com AA 8: 0003325 y s� sO v 1/6' TEXTURED FINISH WOOD. U2' TEXTUREDCM .... . .. --- ----------- ...----- ------------- --•-- \ x - ---— — I 2x6 SUB-BAND x x x W/1'x4' NOTCH • METAL LATH x x x x x r - - / ` END, WRAPPED IN PEEL STICK METAL FASCIA WRAP - WOOD SHEATHMG OR cm x x x x x x x x x x x x ,. ,. I WRB LAYER R, I I 1' DRIP EDGE �` STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x I 1\WRS I LAYER n, FORTIFIBER x x x x x x x x x x x x x F- - - -- -- -- -- -- ! 1/8' TEXTURED I+ BUILDIWA PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 1 FINISH •WOOD �� 2Xi eue BAND CEMENT x x x x x x x x x x x % FELT PAPER 1/2' TEXTURED /ROOP' x x x x x x x x x x FINISH • CMU DRIP EDGE x x x x x x x x x x DRIP EDGE � x x x x x x x x (REFERENCE POINT \ METAL FASCIA WRAP Ys' FROM 1 ©PL 4N B METAL KICK OUT x x x x x FOR WALL OFF \_- STUCCO, 1' FROM I WOOD WALL �� x SEAT OF COMPONENTS) - 4. EXTERIOR WALL (FRAME OR CMU) \� METAL FLASHING, WRAPPED MIN.Y4ABOVE BOTTOM OF DRIP EDGE \\ \� NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND �\ FOR CLARITY W/%'x4' NOTCH • `\ END, WRAPPED IN .10 ROOF DECK (BEYOND) PEEL 4 STICK \\`DRIP EDGE, I' OFF WALL -ROOF CEMENT' NOT INTO STUCCO) 1111/5' ROOT D FOR \� I TEXTURED FINISH • CLARITY % WOOD, 1/2' TEXTURED SUB BAND DETAIL ® WALL FINISH • CMU / 2x6 SUB -BAND W/I'x4' NOTCH • ' END, WRAPPED IN PEEL 4 STICK ® L VA I ON METAL FASCIA WRAP I. OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x x x x x x x x x x x II I 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 FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT • x x x x x x x x x x x x x :: .. WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x ' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x .., _.:r ...: ;.;.. .,.. , .. 2'x4'x4'-0' x x x x x x x x x x RIP DGE D E SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/126 NAILS &'-S' x x x x x ONLY FOR WALL OFF O.G. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/I1 'x4' NOTCH ID END - METAL FLASHING, WRAPPED I j MIN. i'4' ABOVE BOTTOM or - DRIP EDGE SE` SUB -BAND METAL FASCIA WRAP W/ 114'x4' NOTCH • ® FLAN A DRIP EDGE END, WRAPPED IN PEEL < STICK EXTERIOR WALL -ROOF CEMENT • (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK- OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesoWoup.com AA 0: 0003325 0 s-ulwIV a LAT: ABBOTT PARK LOT #29 BLK. #12 PROJECT# 04 8 .000-29121 MODELa 4EHB "2605-HAYDEN" OAIEAGE >s111►INO: LEFT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DRATT . 9/21/21 ecAL.E: 1/4"=1'-0" e VV AV TE•1- 4" CONC. 10 SLAB b 01-011 c in TOP OF w W W 8'-0"L 3'-6" L SLAB P8,_2" O w 3 11 r _ 4-1— — FM-16x18 1.1 2'-8' 15'4" 4A I'A" 10'-0" 4" PVC •i CHASE 1� i 4 N i i n ILL TT Op OF ii SLAB U I 11 I O O 11'-10" i 1 7'-5" 20'-5" ii LL� W-12x12 t �— 1-2 x24 11 ilz M h — — �'— — CWC-12x12— — — 5 0 ap Cb + Q11y N U ii� LL �pOC ip IV y N UP TO 2ND FLOOR n (FIELD VERIFY I V UiiU I `• o b N v p 8 �1 EXACTLOCATION) 0w ,-�� 3 5 a I` rn 9'•0" 9'-3' a0 I � U 1 N LU ' I (L I� " I b ,. #3 TRANSFER STEEL ��\\ i 24" O.C. MAX 2 ,A I IV I � 0'-0" FIN. ELEV. � V FIN. CONC. SLAB 4 gl b LL fO IIL � ' FMC- 16xl8 7'-4" 9'-8" 2 -10" 18'-0" 2'-1 �b -3 1/2" a 4" CONC. SLAB Oa � 4 4 — — — FM-12xl8 J , FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I MNDICATES #5 BAR, INDICATES #6 BAR, WDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD BO° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30', #6 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE VIATH TMS 402/802.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB THICKNESS I REINF, I REMARKS r Bx8 W1.4-1.40VER GENERAL 3VZ' 6MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH Nr LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x16 12" CONTINUOUS 18" (2) #5's FM-161d0 16' CONTINUOUS 20' - (2) 05% + 0•.0• FM-20x20 20' CONTINUOUS 20" - (2)#Ss FMC-10x20 16' CONTINUOUS 20' - (2)#Ss VARIES CW-12x12 12' SEE PLAN 12, - (2) - + 0'-0" CWC-12xl2 12' SEE PLAN 12' - (2)#55 - VARIES F-24x24 24" 24" 12' (2) #T. (2) #6. + 0•{p• TE-1 8" SEE PLAN 8" - (1)#5's u� ./.1I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.eom 116 AA #: 0003325 fl o �5 b 0 3a 6 4 a�DIV. At LOT. ABBOTT PARK LOT #29 BLK. #12 04 81.0 0-29 21 MODW. 4EHB "2605- HAYDEN" GARAGa sTaNG: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. C DAM 9/21/21 DCALE: 1/4"=1'-0" Bunn" S1 So" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED i N STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �•-.• — I v •` CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _ $ '�. SPACING REQUIREMENTS + v� '�' •�—v —7 GARAGE DOOR �Q $� 0 aIla� FM •. RECESS Q m 8" CMU WALL 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR I IN FOUNDATION WITH 31Y' LEG EACH w y y B " > WAY AT CHANGES DIRECTIONS .- p . TOP OF SLAB ALL IN . SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB • MATCH AMOUNT OF CONTINUOUS BARS • I •I, CURB FOR SEE SLAB SCHEDULE ° na BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (iSTORY) • #3 18" • EXT. PORCH SLAB - V I ° SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1STORY) i d. I •..ILL CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE >:p MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION e" CHAMFER (2STORV) • W/ 1/7' ISOLATION fi" CHAMFER 0'-0" JOINT WHERE ( APPLICABLE e'" #4 24'° SEE SCHEDULE #5 30" JOINT(WMERE. APPLICABLE) (2STORY) 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FCR WxD, 84R SIZE #6 36' z FOR WxD, BAR SIZE i DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST f AND BAR QUANTrtV AND BAR QUANTITY !v NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3a"=+'-D' 2 SCALE:34"=1'-D" GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0' (1) #5 REBAR VERTICALLY W/CONC. POURED CELL LAP TOP PLATE A MIN. OF 48" o n 8" CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, C VERIFY HEIGHT g #4 REBAR @24" O.C. @ CENTER OF LAP TO OCCUR OVER USTUD OF WALL PLAN SLAB 2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE T. r� 6, ;;��(( NEW REINF. BAR PLANS FOR SPACING. SINGLE BTM. PLATE TO SE PT. a, SECURED W/2-PART PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED qq g EPDXY. MIN. EMBED SLAB W/lOd MASONRY GALVANIZED PIPE g I 8", LIND NAIL 12" O/C STAGGERED. h W/FLANGE @ BASE N Q FOLLOW ALL MANF. ADDITIONALMETAL CONNECTORS NOT h 4" CONC., REINF. W/ r SPECIFICATIONS FOR V "x8" USE AND w I REQUIRED WHEN NO #10 VvWTA ON 4 z PREPARATION OF UPLIFT IS PRESENT. 6-MIL POLY ETHYLENE p 4" 4" HOLE. w w w APOR BARRIER ON a •II T-0' WELL -COMPACTED SECURE FLANGE TO SEE SLAB SCHEDULE CLEAN FILL TERMITE SLAB W/(4) 1/4" X 2 1/4" O}' p SHALL BE TAPCONS 4� T�P OF SLAB T BORA-CARE C a . CONT. #4 REBAR (I -STORY) 4" CHAMFER (i e )(2)#5 6" CHAMFER (2-STORY) REBAR ON CHAIRSea• S 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE 12" MIN. DEPTH INTO VIRGIN OR ENGINEERED SOIL w � � COMPACTED SOIL FOR BAR SITE AND BAR BAR QUANTITY SLAB HEIGHT LESS THAN 3'-8" Q p6R pLgN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION $ BCALE:3/4=V-O" (NO UPLIFT) C 5 6 FOOTING W/ BLOCK WALL SCALE:34"=1'-0 SCALE 34"=1'-0' 1 A SCALE: LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BIM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATETOSEPT. SECURE BT, PLATE TO SLAB W/10d MASONRY NAIL $ SPACING REQUIREMENTS PROVIDE DEL. TOP PLATE 12" O/C STAGGERED. u ADDITIONAL METAL 5 J CONNECTORS NOT n Q REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) „ 8" CMU FILLED CELL (TYP.) o'• 8" CMU WALL b TOP OF SLAB ' 4' TOP OF SLAB SEE SLAB SCHEDULE" 2X WALL FRAMING �_ p,�, TOP OF SLAB 1/2" DIA. SIMPSON STB2 BUTS S" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) z a H • W/ 1/2" ISOLATION #3 16, + 8" CHAMFER (2-STORY) • 18" O.C. VERTICALLY MAX JOINT (WHERE a #4 277 •y APPLICABLE) MATCH STEEL #S 30' 3U' 6" PVC CHASE s REINFORCEMENT #p 36' F. PER SCHEDULE 36. SEE SCHEDULE FOR WD, BAR SIZE THRU FOOTING #7 74 8" PVC CHASE THRU FOOTING - AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT SEP INTERIOR FOUNDATION WOOD WALLCHASE INTERIOR FRAME BRIG WALL TO FOR BAR QUANTITY AND BAR QUANTffV PER SCHEDULE 9 BQALE:3a"=1-a' (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING 11 SCALE: 3/4"=1'-0' 12 SCALE: 3/4"=1'-0' •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWngmup.com AA #: 0003325 Y 4 svanzv. ae L01r. ABBOTT PARK LOT #29 BLK. #12 PROMCITO 04 1000-29 21 MODEL: 4EHB "2605— HAYDEN" GARAGE 8WINO: LEFT PAGE: DETAILS %160 MPH EXP. C r-PRAMT 9/21/21 AICALE: 1/4"=V-0" 9391 r S1.1A TIE VERTICAL REBARc TO HORIZONTAL T REBAR W/ 10" HOOK i GROUTED BOND BEAM :I JACLEAN OUT REQUIRED FOR INSPECTION 4 ' TIEVERTICALREBAR .., ° .'• 3 ! TO HORIZONTAL REBAR W/ t(Y'HOOK BAR SIZE 48 BAR DIA #3 1 18' 4 $ to O #4 24" #5 #8 3a' 36, HORIZONTAL/VERTICAL #7 42" REINFORCING � SCALE: 3/4"=1'-a' a' I NEW REINF. BAR BECURED W/ 2- PART EPDXY. MIN. EMBED J 6", UNO i FOLLOW ALL MANF. SPECIFICATIONSFOR USE AND J PREPARATION OF HOLE. 4. .a STEEL REINF, OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-a' OFFSET METHOD CONTINUOUS BAR $IZE 48 BAR DIA #3 18" METHOD HORIZONTAUVERTICAL #s as REINFORCING #e a6 2 SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED s CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS U O m 8" CMU WALL § 1.9 .I4-,. EE SLAB�SCHE�DULE� 4" CHAMFER (1—Y) 6' CHAMFER (2STORY) MATCH STEEL i REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WtD, BAR SIZE AND BAR QUANTITY #5 BARS El iv� CMU UNIT DIMENSIONS I,ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE: 3/4"=1'-0• TOP OF SLAB . 4 - TOP OF SLAB ° BAR SIZE 48 BAR DIA #3 18' b 4 • ° #4 #5 3a' #6 a@ 6" PVC CHASE THRU FOOTING #7 4r MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE 5 THRU FOOTING SCALE: 3/4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.e bdeslgngro up.com AA #: 0003325 4 y 4 a NJ SVSDIV. ee LOT: ABBOTT PARK LOT #29 BLK. #12 PNOJECTO 41 1.000— 91 1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWUM: LEFT PAGE: DETAILS 160 MPH EXP. C 01 SCALE: 1/4"=1'-0" SKEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: S IMPSON HETA 16 W/ (9)10d x 1 IZ HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" " x 2 7/8" LONG, WITH WASHER C 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK 1O (2) 2X8 BEAM SCHEDULE RRZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM 18.01. = 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 f� (psi) SIZE WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B131 MASONRY 3000 8x16 (1);tl5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 It)#6 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES S.----------------- -----------j FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-7744078 www.abdoeigngmup.com AA #: 0003325 L n m O g Sulwiv. a LOT: ABBOTT PARK LOT #29 BLK- #12 PROJSCTN 04 1.000-29 2 MODEL: 4EHB "2605— HAYDEN" OA AGE 8WDFG: LEFT PADS: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXR. C oof DA � 9/21/21 SCALE: 1/4"=1'-O" 9PIEW s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1O' HOOK - OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #6 BAR BENT AS SHOWN 4 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOT( CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0 .hY PLACE STEEL do REINFORCING (L2) GtN AS DEPICTED HEREIN. C4 • •t F Op F =FILLED W/GROUT U =UNFILLED NOMINAL WIDTH 16-1 T/1 p0 NOMINAL-�� HEIGHT # OF #5'8, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 TIIMAB INDICATES A DOUBLE BOND BEAM AND XFXX-1T,OMIOa INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XVXX -1TA M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE MATH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 8, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN le"DEEP. /_# OF #5'S, IN 2ND BOND BEAM COURSE M/ B # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE-CAST3114" A N WINDOWZZ SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE; 1 1/2'=1'-0" SINGLE #5 CORNER 1 BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' TYP. BBB' m BOND BEAM TYP. SN18" b BOND BEAM 8x18 DBL. BOND O �F BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#6 BAR '.ti: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2 BEAM DESIGNATION OR �f 2 8x8 PRE -CAST CONCRETE 3CALE: 3/4"=1'-0' LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS ...e . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/1S TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT i 1/#') S' FROM EACH END AND III' O.C. MAX. MIN 1.14' EMBEDMENT 2x8 (MIN 2 X3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHINGWI 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT 6" OSB SHEATHING U WALL ARCHWAY FRAMING DETAILS 5 I"OEC710Y FASi8EROWNG d> =2' MIN, 2 }. MAX s, = 2L" MIN, 9" MAX 2A er =1 ?'MIN. 2 }'MAX en = a' MIN, 2 J' MAX d, =2' MIN, 2 t' MAX 2}"MIN, 9" MAX er =1 �' MIN, 2 ?'MAX' MIN, 2 }" MAX =Z'MIN, 2}'MAX 2 t'MIN, 9" MAX Maj.d* , =1 ?'MIN, 2 }" MAX e = t' MIN, 2 }" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 e OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE e. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW sr = SPACING BETWEEN ROWS OF FASTENERS ea =EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. SE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 M/ww.abdesign8ro up.com AA #: 0003325 IJ V In A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEILOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-06 &IT tr tr 1TM -tTM8 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH � +T ene tt Bno tt eru tr Bf2B 1T er92 +r Biwa1e•1rn 1rn 1rn6 trne trns ere-zr Bn6.2T enoar Bre4-2r e126-2r SW-Xr 3' 8• PRECAST 1438 652 $114 4217 5321 6426 7531 3'-0" PRECAST 689 1024 3' 6• PRECAST 16e9 3524 4304 5263 0132 7001 2405 6113 SM 7706 9031 10000 1569 952a 4394 6283 6132 7001 4'-0' PRECAST 1085 700 2306 3125 3046 47e5 5567 4'4' PRECAST 514 m 4%W PRECAST 1363 3080 3915 4570 5325 OD79 1901 0113 7192 8624 7e27 $751 1363 3000 3815 4570 5325 6079 V0 PRECAST B19 533 1770 24M 3033 30M 4300 4'-8' PRECAST 398 501 4'-8' PRECAST 1207 25B2 3375 4043 4711 5379 182E 1 6743 7547 8762 8541 756E 1207 2707 3375 4D43 4711 5379 5' 4• PRECAST 931 1247 1989 2580 3123 3886 4246 5' 4" PRECAST 411 411 5'�' PRECAST 1016 1808 2374 2044 3513 4064 1319 4480 7190 7842 SM 1016 2275 28M 3390 3961 4084 5'-10' PRECAST 817 1024 IBM2090 2549 3009 3470 5'-10' PRECAST 340 339 5'-10' PRECAST No 1499 1971 2443 2915 3387 116t 3003 5877 803e no 5778 M 2080 2503 3107 3820 4133 8'-0' PRECAST �2 1130 3227 3031 3707 4M 5061 8' 8' PRECAST 410 721 6 6' PRECAST 835 1201 1578 19low2332 2709 1139 3227 45M 7054 10000 ON 1868 2329 2790 3251 3712 7'-8' PRECAST 570 MB 240 22D5 2M8 3191 360E T4 r PRECAST 303 534 T-8' PRECAST 716 900 1181 1462 1743 200 988 240 34M 4864 7087 6472 727 1624 2025 2428 2827 3228 9'41 PRECAST 428 883 1603 2204 2481 2518 2621 9 4' PRECAST 192 984 9' 4" PRECAST 454 6B8 767 us 1129 1310 ON1674 2206 3061 4099 4M9 572 1318 1643 1960 2164 2519 10'4r PRECAST 388 487 1247 1767 1904 2163 2M 10'4• PRECAST 151 301 10'-0' PRECAST 968 400 612 755 ON 1042 660 1407 1897 2B1 3222 3784 504 1180 1472 1763 1710 7989 11'4' PRECAST 330 644 1312 1742 2252 2888 3630 11'�' PRECAST 132 417 11'�' PRECAST 430 400 530 653 777 872 644 1312 1742 2262 2866 9662 4e8 1042 1872 1843 1470 1710 12-0" PRECAST 308 507 1210 1506 2D48 25M 3191 12'-0' PRECAST 111 370 12-0' PRECAST 3B3 386 478 587 BOB 763 607 1210 1a6 2048 2686 8171 110 940 7300 1580 1314 1478 13W PRECAST 270 433 1045 1385 1732 2157 258E 13W PRECAST 82 298 13'4' PRECAST 308 303 393 484 575 60 414 1045 1365 1732 2318 280E 398 790 1057 1312 1071 1203 14'-0• PRECAST 254 Sea 97e 1272 Leos IOU2279 14'-V PRECAST 71 293 14'-0' PRECAST 279 �e 380 443 e0B 390 978 1272 1806 195D 2309 378 717 901 1192 975 1133 14%W PRESTRESSED N.R. NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'$' PRESTRESSED 230 422 we 62B 748 8� 458 1079 1429 tB24 2277 27t2 240 m 600 1297 1474 1716 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED .. NR 252 15'a{' PRESTRESSED 224 387 464 574 884 798 412 1014 1340 1703 2118 2513 230 $16 90B 1134 1353 1572 1T-' PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 1714' PRESTRESSED 187 326 365 451 587 690 300 we 1121 u1s 1730 2047 192 hoe 720 Sot 1136 1312 19'-" PRESTRESSED N.R. NR NR NR NR NR NR 19,4" PRESTRESSED N.R. 148 19'4' PRESTRESSED 162 266 348 43D 613 06 235 738 959 1200 1467 1716 166 429 623 ON 95D 1096 21W PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 125 -4 21'' PRESTRESSED 142 219 300 361 464 647 160 698 833 1038 ties 1408 142 373 537 ON BIG 943 22'4' PRESTRESSED N.R. NR NR NR NR NR NR 27-W PRESTRESSED N.R. 116 22'-0' PRESTRESSED 137 22e 290 30 428 497 leg 650 784 992 12D3 1361 137 368 513 859 770 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0' 124 174 245 302 380 418 129 450 664 B24 1014 1147 124 1 319 456 581 687 793 -ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTrs MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR IN-C-E-E-D-VALUMS STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.sbdesWWoup.com AA #: 0003325 si m 0 31610 4lV13Dm ea LOT. ABBOTT PARK LOT #29 BLK. #12 P18 oj=T# 04181.000-29121 MODZZA 4EHB "2605- HAYDEN" GAAAGZ GIIINMG: LEFT PAGM: SAFE LOAD TABLES v.160 MPH EXP. C AR NO 93M DATTM 9/21/21 91CAM 1/4"=1'-0" airs T S2.2.- FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10d x 1 12' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ` x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE i BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 JQ'x514") SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT r- — — — — — — — -- FIRE " "SLOB. L — — — — — — — J 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. r STOP FUR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I i 3/4" PLYWOODI DRAFT STOP E PRE-ENG. FLR. JOISTS I�I 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS 1 ii PROVIDE DRAFTSTOPPING II ALONG THIS TRUSS AS TO LIMIT AREA TO 1000 S.F. u .. PER FBCR 302.12 II a II 0 11 11 11 11 11 11 II II 11 II II h II II II II II II II II II II II II II n n u n a u n u u u u u n II II II II II II it II It II II II II � II u n n II' J2 IIe—1-!1 III 1111 ep II 11 1111 n u n u a u n n u u�iii a u n n u u II II 2x4 WOOD WALL VW II II II I II II II II II II SYP. NO.2 STUDS II 2x4 WOOD II II 11 II 11 II II II Q12 II IWALLW/ II II II II II II SYP. N0.2 / u n n n u n uSTUDS(� u u u u Vim% n II12" O.C. 11"-DBLSTUD �11 II a n n II LW, WAL/DBL. II n STUD UNDER II EACHJOIST II H U It 11 11 II II II II II II II II II II II () II u n n u II II n II un u II II II II II II II () II II II II II II II II MGE2 = =c11=1 PREFASRICA�FLOOR JOIBTS S 2C O.C. II II '"„" II II II II P I n u n u u n II II II II II II N M' emu I FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST BM1 TO OMU WALL WI SWOON LOLA440-SDS W/ (4) V x P TREN HD ANCHORS AND (4) is x Or SDS SCREWS TO BMI d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdes4pWoup.com AA *: 0003325 :t c� O O fAB n DIv. AC LrOT. BOTT PARK LOT #29 BLK. #12 PROJECT# 04181.000-29121 1[ODELt 4EHB "2605-HAYDEN" OAISAOE >lWING: LEFT PALSE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. 23 m DATIM 9/21/21 ISICALE: 1/4"=1'-0" a!lEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 i' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWM WITH (16) 10d x 3 f' NAILS TO GIRDER AND (2) SIMPSON HETAIO TRUSS ANCHORS WITH (12) 16d x 3 #' NAILS TO GIRDER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1.2 SECURED W/ 10d GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6", 8" x 4'-0" MAY BE ADDED W/ IOd NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (20R 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE:34"='-0" SECURE (-JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 24 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE BERM BM1®tBLOCX 1lN00EL8 4500 3/4" WOOD PANELS 6000 (2) 12"WOOD PANELS SO (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG BOARD PROVIDE BLOCKING 12" GYP. WL BD, SECURE ST. PLATE TO SLAB W/1 Od MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. I -JOIST CONNECTION BDALL.B.W. 4 E-4-T-D" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM. - PLATE OT/C/H/ DEPTDIAMETER i/4•D / HOLE E �<OLE DIAMETERTER 2/5'D SGL. STUD STUD NOTCHING AND BORING LIMITS $ SCALE: 1 EDGE>6/8" HOLE DIAMETER < 3/5•D DBL. STUD ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 - TRUSS ANCHOR WITH (9) 10d x 1 ?'NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFAMALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#27x4", 6", 8" x 4'-0" MAY BE ADDED W/ IOd NAILS, 2 ROWS, T O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. k—A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) �' x 5" TITEN HD TO CMU AND (12) BOB �' x 2 J' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS J' x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED (2) }' x 5"TITEN HD TO CMU AND (18) SDS �' x 3" GALV. COMMON NAILS. Ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOW4) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S2a 2b 2C TYPICAL ROOF SCALE:3a"=1'-a' GIRDER CONNECTORS) LSTA12 20 GAUGE W/ 10dx1/2 HOG COMMON NAILS. EACH END TOTAL OF 10 e BED BM7®tKm TH OWN 4500 314"WOOD PANELS 6000 (2) 1/2" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER LVL/I-JOIST WITH BACKER BLOCK HTi4 W/ 5/8A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18)18d x 2-1/2" NAILS TO POST POST TO SIT DIRECTLY ON SLAB 1 5 LVL/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0' A - SIMPSON IUS1.81116 G < 1400 LBS, U < 70 LBS W/ (2) 3Pr WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 1Od GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.SB/18 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)10dx1-12' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4'- WEDGE-GOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3466 LBS, U <210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN, EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10611-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER AMENT DETAIL G9)� SCALE: 3/4"=1'-0" 8'-D' MAX ON/1X4) OR 10' T MAX., OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. 6 BTM. CHORD BRACING SCALE: 3/4"=1'-0' PERPENDICULAR TO I -JOIST # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1.4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN (2) 2X12 OR RI 24" MAX. W/ 24" MAX W/fAX. END SYP. P.T, OF SHEATHING (JOIST IJdSTPACING FRONT SEE FRAMING PLAN TYP. TYP.LEDGEREND OF• •LEDGER BOARD(2) 2X12 SYP P.T. .OLT `r LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WAS8 512' LEDGER WITH WOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2)2X8 2P MAX. W/ 2P MAX. W/ 8' MAX. END SYP. P.T. OF SHEATHING 1Jaer (JOIST SPACING FROM ?:� SEE FRAMING PLAN TYP. TYP. LEDGER w END OF LEDGER i w m G • • BOARD o r't s' w " �'� 2x6 SYP P.T. 1/4"X6"TAPCON �,y LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER" TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF V-9'. 3. ALL BOLTS TO HAVE WASHERS. 4. EXP, BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' 0/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK I SIZE BOLTSIZE MIN.BYDp8TAN0ECENTR11L8PA0618 A DOUBLE SYP 2x8 I 1/4' 1 8" 24" O/C MAX B DOUBLE SYP 2x12 1 (2) 3/4^ 1 8" 24" O/C MAX A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W9 MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE W4" x 10' EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS S10YL� DGER DETAIL I -JOIST SCALE: 3/4"=1' 0' (2) 2X4 No.2 SYP DLAG. - BRACE W/ (3) 12d l0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0 -0" TO 30'-0" (1) W BRACE 30'-I- TO 60'-0 (3)'OP BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA / SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT 4'-0" 0. C. (AT SHEATHING SEAMS) SECURE 2x PT, PLATE TO BLK W/ 12" CIA ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 370C MAX SECURE GABLE T02x8 P.T. PLATE W/12Bs 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 1Od's @ EACH TRUSS TO BE INSTALLED 1V-0" O.C. MAX 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HI OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 811 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" SI • • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 14 •J V o sulwiv. do LOT: ABBOTT PARK LOT #29 BLK. #12 PROMCTO 4 .00 —29121 a�oaa�e 4EHB "2605—HAYDEN" oAMAZZ swnao: LEFT PAG1S: DETAILS (I —JOIST) 160 MPH EXP. C 3 DA 9/21/21 SCALM 1/4"=1'-0" x1fmz e S3.1A SIMPSON HB W/ (8) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING IJOIST LVL SIMPSON H0 W/ (8)Sd COMM--1- EACH END PLATE STRAPS W/ 10d x 1 1/2" HOG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=1' 0' PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-T O.C. (AT SHEATHING SEAMS)(BLOCKING TRUSS(TVP)PRE-ENG'D WOOD OOD O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE2x6PT, PLATETOBLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE T02x8 P.T. PLATE W/ 12d's 6' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/(2) 1Ws C EACH TRUSS TO BE INSTALLED ® 1014" O.C. MAX GABLE END BRACING W/ PRE-ENG 6 GABLE TRUSS @ CMU WALL SCALE: 314"=l'-0" 8" CMU WALL REINF. PER PLAN R ELEVATION A. PER ELEVATION ,L 2.4 P.T. CEILING NAILER W/ MASONRY NAILS 0 12' O.C. iX2 FIRE -STOP #8 WOOD SCREWS x 2" LONG 0 3" O.C.; STAGGERED AS SHOWN DBL. 2X8 SYP#2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 101S3.1A 8" CMU WALL —� X 6" TAPCONS REINF. PER PLAN PER ELEVATION s7 IJOIST (SEE O� FRAMING PLAN) i PER EL VATI 24• MAx. (2) 2x4 P.T. W/ MASONRY NAILS a12'OC. SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 STRAP TRUSS TO PL. SEE SCHED. BELOW TRIM TO TOP PLATE A - SIMPSON MTS12 U < 990 LES W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 1Od x 6' .4 ' PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG.BOARD SECURE TRUSS TO TOP PLATE W (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING 12"GYP. WL. BD SECURE ST. PLATE TO SLAB W/ 12"x9" WEDGE ANCHOR W/ 2' WASHER SET IN HIGHSTRENGTH EPDXY 5-1/2" EMBED. MIN. @ 16' OC MAX TRUSS CONNECTION @ L.B.W. Ss 1X2 FIRE -STOP #8 WOOD SCREWS .2" LONG a 3" O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN IJa8T (SEE FRAMING PLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A SECTION DETAIL AT I -JOIST PERPENDICULAR O BEARING ON EXTERIOR WALL Di SCALE: 3/4"=l'-0" ROOF TRUSS j 1 . 4x4/4x6 SYP NO, 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • O' .0 TRUSSNVOOD POST CONNECTIONS 10a 10b 10C SCALE; �,=,-6, TRUSS TO POST CON4EC710N A-8IMPSON MTS-12 U <990 LBS W%(14) 1Od GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10)1/4" X 212' SDS TO POST POST TO SLAB CONNECTON A&S - SIMPSON ASU44Z POST BASE <U: 1,900 G:6,600 W/518 DIA x 6' EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 6/8 DIA. x 6' EXP. BOLT C - 81MPSON HTT5 POST ON SLAB <U:4,565 W Se'AB. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-12' NAILS TO POST. .J. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 5 9 b O a sunDIN. AC LOT. ABBOTT PARK LOT #29 BLK #12Hi PLIOJCT* 04 1.000-2912 MODEL: 4EHB "2605-HAYDEN" GARAGE 8WING7 LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C 2 DATE: , 9 21 SCALE: 1/4"=1'-0" SHEET S3.1B PRE-ENGINEERED �1 VALLEY TRUSS CONNECTION I N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.774.4078 w .abdmWigroup.mm AA 8: 0003325 C a BUDDIV. S. LOT ABBOTT PARK LOT #29 BLK. #12 Pno"=T* 04181.000-29121 MODEL: 4EHB "2605- HAYDEN" GAMAGE OWnW .. LEFT PAGE: DETAILS 160 MPH EXP. C AR NO WM � J DATM: RMKT c /21 BcALE: 1/4"=1'-0" BHEET s3.1c 'la-1 - SECOND FLOOR DECK PLAN SCALE: 1/4" = P-U' 1 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FA%: 407-774-4078 www.abdes4ftwup.com AA #: 0003325 d O Q S aUDDIV. da IAT: ABBOTT PARK LOT #29 BLK. #12 PItojwTM 041 1.000-291 1 MODEIe 4EHB "2605- HAYDEN" GAlt/Wa BWnM: LEFT PAOffi: SECOND FLOOR DECK PLAN 160 MPH EXP. C PRINT A 9/21/21 9CALE: 1/4"=i'-0" alfzzT S4 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10d x 11/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/Z' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, A 77" ° x 2 718" LONG, WITH WASHER Q Iff' 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 DE8B.110E 8 10N REMARK p (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM 18.0 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 (Psl) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1!41 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 1)45 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES ------------------------ -------------- --------------- U.N.O. PROVIDE B82 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17"1" 1 1 i 1 i f %' 1 1 � 1 1 % 1 1 1 1 8F8-1T/OMAB 1 8F6-1T/OAAIOB,� L-------------------, % % % 1 1 %�% 1 1 0 %`, i 1 1 ----------- 80",,OWL ----- Lr R-6-11/UM 6 ; t� 1 L------------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdealgngroup.00m AA #: 0003325 b aLMDIV. & r oar ABBOTT PARK LOT #29 BILK. #12 PROJECT# 04 81.000-29121 MODZU 4EHB "2605- HAYDEN" OARA0Z BlaNG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN N.160 MPH EXP. C �3 DAD 9RWT /21/21 scALE: 1/4"=1'-0" sitzw 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 IQ" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd 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 VNTH 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2.4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH WASHER @ 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2500 LBS SHALL BE FABRICATED W/ A 20 BTM. CHORD (MIN.) 2. COOROINATE 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 4 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-i 4X8 (3 9N54') SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT 1A U U I 1 I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngmup.00m AA #: 0003325 X s� O aUDDIV. & LW02' ABBOTT PARK LOT #29 BLK. #12 PROJIDCT# 04181.000-29121 MODMIA 4EHB "2605-HAYDEN" OAItA03 aIIIIlDdG: LEFT PAGE: ROOF FRAMING PLAN AND NOTES %160 MPH EXP. C DA 9/21/21 ac,ux- 1/4"=1'-0" 8Hz= S6 # N` HP ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 • 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e - 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n -76.60 PSF (86,60) ZONE 3r = 91.70 PSF (101.70) ZONE Zr = 76.60 PSF (86.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT:-1-0,18 ROOF DMPF#tAGM FOR ASPHALT 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 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILSG4"0.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WN IN ROF GABLE END. ROOF/ WALU FLOOR O SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 12" 0.131 F1667 170,000 RING (15-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 316' 0.113 F1667 SCREW -NAILS RSRS-Ot EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 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 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 10d NAILS G 4" O.C. ON EDGE AND6"O.C. IN FIELD ZONE 2e, 2n, 2, 10d NAILS G 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 31 10d NAILS G 4" O.C. ON EDGE AND 4"0.C. IN FIELD NDTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 9tl RINGSHANK GUN NA48Qf'OC. TCP a BorTDM E-s a# no i 8 RAFTER T ROOF SHEATHING � ammmEwl 11 I EmmmmoLl U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING G 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING G 16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1.1 RING SHANK GLIN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2" DECK SCREWS G 6'43" O.C. MAX G EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" 7&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION MATH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AIR ENTRAINED CONCRETE E)OT0.5HD TO EARTHORYIFATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. R GS. APPLICABLE BUILDING CODE STANDARDS: FBC2020, 71h EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF SPECIFICATION FOR THE DESIGN FOR STRUCTURAL CONCRETE, THIS 40EMBE PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSONGROUND WHERE ODICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE CONCRETE BLOCK SHALL SANSI COL0.FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND DISC SPECIFICATIONS IO DRAWINGS. SEAMS LAPPED 61NCHES AND SEAIEDWTH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TREATED. D. A SHALL BERATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESER/A71VE TREATMENT: DISODUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORAA-WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE W THACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN %' OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 00 NOT SCALE THE CONTRACTOR TO VERIFY DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OW14S. WELDED WIRE MESH, SHALL BE ASTM Al D64/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES• ' THE CONTRACTORS ALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION IT P H U R Q AND E PREPARATION AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WTH 2'CHAIRS SPACED 3'-0" OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-0t-I-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038° AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF A DISCREPANCIES N ANY REPAN C C E3 ARE FOUND. GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL A ASTM A615 GREBARRADE 60 IN BE ASTM DEFORMED GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A448M, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT V400D TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL�PLATE-CONNECTED-WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS E COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pat TOP CHORD -on-t REVIEW TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD non -concurrent #5 BAR - 36' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990. IS p4f TOP CHORD 20 paf TOP CHORD (7 pW d ASPHALT SHINGLES) (10 Psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 Psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST W NO UPLIFT: IOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED =10MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES ANDAROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20ps1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd,, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pa1, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY' PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" CTMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. 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 WTH ASTM C410, GRADE fm = 2000 PSI, BLOCK SHALL BE PLACED USING R ANCE WITH OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTT F OM O TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. RO OF S A OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf,FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR 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 WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH ENGINEER CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL Tama SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO CONCRETE PLACEMENT. CONCRETE SLUMP STALL NOT EXCEED 5' d- PRIOR TO THE ADDITION OF PLASTICIZBL CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 316 AND ASTM C94IC94M OR MEASURNG, MANG, TRMISPORNNG, ETC. CONCRETE TICKETS $WALL BE TIAESTAAPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHBA WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION $HALL 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 WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE ASFOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLYSGIOSM TO EARTH (FOUNDATIONS). B. FOR CONCRETE EXPOSED TO EARTH ANNOR WEATHER 1-112- FOR #6 AND SMALLER Y FOR #6 AND LARGERC. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.1W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRIPS 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 STRUCTURALSTEEL• THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTHTHE 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/A38M FY = 36 k& FOR ANGLES PLATES, AND WSHAPES STRUCTURAL TE TUBING SHALL BE ASTM A500/A500M GRADE B = 48 '. STRUCTURAL PIPE S Fy 1� RAL HALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 I i. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN-OFF-THEJJUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPLIWTOV SIZE TYPE SPADING REMA- AWUTON SIZE TYPE SPACING REMARKS ,Q PT n1RRNG TO M 90N1ICCNC. HAROHJEDCpL NNLIt LONG. e � ARA3EO I-K iO M49JM2YlWNC. N•qA WASHER ON MASJNRY ASTEfSt a I112"EMBED., PBfl PP2•EDGEOIST. SGD, .1 DOORS CASEHARDEN -OIL 9"OC WIN00W 0RIFASTENEO Oq¢AGEDOOR S.IO( SA OIA Oft *' A -ANSIONSOLT 1e'OF (a'8"DIN d"EMBED., d"EI�U'11 x T, 9EENDTEB -11117LONO. GGERED INTO MASONRVIWNC. M49]NRYIWNC. O.0 Itrz'DW 3"EDOE019T wINOD - CA9EWIRDQJ®CCIL `_ WNDJNMDOORIFA�T . METAL. -CONTACT THIS ENGINEER FOR SPACING Ix PT, 9EENOTE6 NAL 1117 LONG. .E. I-el49ONRVIcoNc. MAsoNRVIc- REQUIREMENTS EM. SING ODOR HO SNBTJA TANGLY 11/2"EMBED, S-d PT,68:NOTE6 9t FAIT- IB'PC DIST., I113'EOGEPSr 2x Pr WINDOW e.ICK Fx�11B" SEE III- ENO.-1, 11R' PT TO STEEL OOL., STAGGERED EDGE 09r. NOM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAD DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW ANOD OOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-774-4078 www.abdesW gmup.twm AA #: 0003325 fe S 9 ISLT"M ae LOT: ABBOTT PARK LOT #29 BLK. #12 04 81.000-29121 MODML 4EHB "2605-HAYDEN" GAP.AGa awtxG: LEFT >PAGM: DETAILS 160 MPH EXP. C Ian A 9/21/21 cwXX: 1/4"=1'-0" VIE= S NZ A FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED 1\ I, I \I ^SOFFIT O 1 THRU SOFFIT AT NAIL HEM AND IN VALLEYS / h�l ® FASCIA--'`j-CHANNEL 0 o" MAX. DETAIL A FASCIA O STAPLES INSTALLED@ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J' MAX. DETAIL D J-CHANNEL FASCIA 7Q STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED@ 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED 0 THRU SOFFIT AND J-CHANNELAT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 1---SOFFIT 1Q J-CHANNEL 3Q 7Q STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 9Q J-CHANNEL J" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L'----� PAN 'L�,. SEE DETAIL'NSEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA@ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D'-" SEE DETAIL'E'--' EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER 2-1/4' EMB. WOOD BATTEN CHANNEL Q3 v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLES INSTALLED THRU SOFFIT AND J-CHANNELAT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT NSTALLATION SCREW, Q J-CHANNEL— BATTEN ATTCHMENT FASTENER SPACED 24" 9Q MAX O.C. TRUSS/JOIST/RAFTER BY OTHER 2-1/4" BATTEN SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) ,.,-STAPLES INSTALLED DETAIL C 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) OR '_�_CONCRETE/CMU WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. .ft, f.ii.iiii••••• :e.i .._• fr•frrir f€i:fff;f •••.. 13.519— EAVE WIDTH ::rf:rfi'=i••• rii' ff:.•• = 375 375 (ROOF ••.ffffi:: .4 3.625 3.625 66 OVERHANG) 4. 5 \ .08 .03 ,2 SEF \-CONCRETE; �� I CMU OR WOOD J (NOTEA) DETAILA 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 *" bdeslgngmup.com AA 0:0003325 q ES c 4 aysa:v. aLOT: ABBOTT PARK LOT #29 BLK. #12 Pit0imCTaa 04181. 00-29 21 MODZ ; 4EHB "2605-HAYDEN" GARAGE 8WINO: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C 2021 DATIT E.. 9/21/21 aCAL C: 1/4"=1'-0" axEm sD1 1 4