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Home My WebLink About7595 Broad Pointe Dr99 2007 99 0 -AISLE 3EDB H OMES P/y` jrl ifs`.§L03.g® g �_ ID OR 1 12602 TELECOM QF=IVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -gLpTm B mam CDDL, B PI'LU,, 7TH ZDMON (2=) -AMAND , CDES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B 'BASIC HIND SPEED - Vult=180 MPH Y$sd=I24 MPH -EXPOSURE - C 1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL, AND STATE CODES ABV. ABOVE LAV. LAVATORY ABC AIRCONDITIONINQ LUM LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER MINIMUM BAD BOARD GE MM.T. METAL THRESHOLD CL C24MLINE MTD. MOUNTED CAB. CABINET MIL. METAL SCALE CLG. CEILING N.T.s. ON CENT cLR. CLEAR o.c, ON CENTER CPT, CONCRETE PL PROPERTY ONE CPT CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH PHONE D. DRYER PLT. PLATE DRYER DBL DOUBLE PLYWD. PLYWOOD PR. PA E2 D.Q. DUAL DIAMETER DIA. DIAMETER P.T. PRRESSURE TREATED DIM DIMENSION R. RISER DISK DISPOSAL RAD. RADIUS DP. DEEP RA.G. RETURNAIRGRILL DR IMR REF. REFRIGERATOR as. DOWNSPOUT RM.ROOM nw: DETAIL sc.. ROUGH OREEEXTGDR EA. EACH S.D. SMOKE DETECTOR ELEv. ELEVATION ill SINGLE HUNG EQ EQUAL SET. SHEET EXL EXHAUST SHTHG. SHEATHING F FIXEDDEXTERGASS SIDED SHOWER F.Q. FUEL GAS SL. SLIDING FIN FINISH SL.GL. SLIDING GLASS FLR FLOOR STD. STANDARD FLUOR FLUOR FLUORESCENT SWS sIEARWALL FRENCHDOQR SECTION PTO. FOOTING TEMP. TEMPEREDGLASS GA. GAUGE TD. THICK GAR. INSP. GARBAGE DISPOSAL T O.C. TOP OF CURB G.F I. INTERRUPTER Ranr TOP, Top OFsing GL. GLASS M. TYPICAL GYP. BD. GYPSUM HOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR BEADOM W. WASHER HOT. OR HT HEIGHT Wi WITH INSUL. D. INSULATION WWOOD INT. INTERIOR WDW. WINDOW Wsa WATERREATER W.I. WROUGHT IRON DATE DESCRIPTION 02A4/18 CONSTRUCTION DOCUMENTS RE-1SSUED ARCHITECTURAL SHEET # DESCRIPTION 04/16/16 FOOTING REVISION PER M. WIXES PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AI.A—STAIR SECTION/DETAILS PG A2—SECOND FLOOR PLAN PG A3G—ELEVATION 'G' FRONT &REAR PG A4G—ELEVATION 'G' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETIALS PG WA6—WALL ASSEMBLY DETAILS 06RVID INCORPORATE I -JOIST DETAILS + FRAMING PLANS PER M. SOILE8 OWA6 CONSTRUCTION DOCUMENTS RE -ID e/2 00A6 BOLLARD DETAIL REVISED CW6A9 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 612A 02/F5/19 TRUSS. ADDED TO FRAMING SHEET 02R3A9 PLAN MAINTENANCE 04A6I/19 REVISED LINTEL SIZE * ENTRY 04 mi UPDATED LEDGER BOLT SIZE 4 SPACING STATE OF FLORIDA PROFESSIONAL ARCHITECT: 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 (� �' , Sq•`}n-• CALCS M/2L" ADDED LED LrWn • KITG$N I BATFI W" PER MARL MMS 0910A9 LEDGER MMT SPACMG REVISED ISi FLR LIVING ii4 SQ. FT. 2NDFLRLIVING 1233 W.FT. TOTAL LIVING 2001 S�a.Fr. GARAGE 448 BGL FT. ENTRY 51 so. FT. TOTAL 2506 $A FT. 646PATIO S0 So. FT 10116/19 ADDED 150D CATGUT 0001!!0 REPLACE USP CCNJECTOR6 UNTH SG1P80N COrMECTORB 06/06J20 REVISED STAIRCASE AND STAIR SECTION DETAIL OV01RI 200WUPDATE STRUCTURAL SHEET # DESCRIPTION PG SI—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.1B—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABHdTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3—FLOOR FRAMING PLAN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.lA—DETAILS PG S3.1B—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.1A—DETAILS PG 54.2—SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG 95.IA—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SNl—DETAILS PG SD1—SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 C a SVI3DIV de LOT: ABBOTT PARK LOT# 25 BLK 11 PROJECT* 04181.000-25111 MODEis "AISLE" 2007 GARAGE SWING: RIGHT PAGE: COVER SHEET 60 MPH GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINOBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCLMIENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEENTHE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: 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 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. 8, EXCAVATIONS TO BE A MINIMUM OF Y- 0' 8EYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR M T TAKE MEASURES US SU ES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 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 MINIMUM3/4' PVC (SCHEDULE 40), INSULATED WITH,/2- AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FRMHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C 1063-1 9a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063.19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE; 12/10/20 (RM) 11 N. RONALD REAGAN BI LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 l p'y�Qy( 7 l l 5 SUDDIV. Ae I.OT: ABBOTT PARK LOT# 25 BLK# 11 PO?,OJECT# 04181.000-25111 MODEEa "AISLE" 2007 GARAGE ISIVaNG: RIGHT PAGE: GENERAL NOTES 60 MPH 42• NIGH HALF WALL uV CAP (T) LAYCRS OP 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUD w oae MATERIAL M" F01e �� AHUSOLID "am TREADS TO aTRN6ER 3/4' T40 WO R.00R WK37O V SCREWS • CA GLUED 4 SCREWED GTRm6ER UITHREADCR ED am" PER PASTEN TO CXTEND CCYOND THIOKNEGS GCy1EDULE OF euill-FLOOR SWEATI41m V-4 3/4' 2ND FIN. FLR. / THE CLEAR SPACE BETWEEN / 1 I/2' THE HANDRAIL AND THE WALL - - - a'-0' BRCS. HGT. MIN. SHALL BE NO LESS THAN 1 1/2' / �ole FRAMM "ETA) A361 AS PER FBCR R311.1.82 !GEE W/12DX4 RE- INFORGING / LU Q W _ 42' k V2 WALCAP W 3/4'KICK /j[`S PLATE / NOTE RISERS TO CONF'OIG'I TO R3CR NOTE: / 1T14 ED TION (21020) MIN. TREAD-W' MAX RISER.? 3/4• HANDRAIL ENDS SHALL BE / 3/I6• MAX VARIATION IN RETURNED TO THE WALL OR W U / STAIR DATA: RISERS/TIdADS ADJACENT TO EACH OTHER 3/S' MAX VARIATION MANY TERMINATE INTO A NEWEL `fl V MAX. / S T 0 R NOERIMAO HANDRAIL CIRCULAR CIeOSS SECTION DIA, TO GE 1 V4' POST. NOSING • 14 T��s E a-1/4' 10, / I0'a 1' NOSING OR PRONDE EOLIVALWT GRASPARIw - MN •' oe • M / KU NARROW ENDNP MRl II* m wDn+ . G• PROM 9-2.12 SYP STRM6ER NARROW END 34• Mm. MA DRAIL HGT. / REWPOR:ED WRX4 G" NOTE: / UPC-rLOORDEAD ADH GUD-0.00R ADHESIVE �, •ENCLOGED ACCEGNELE SPACE UNDER 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A C 1,-4• Q 4000R GIMIL • PL-NOW20NTAL STAIRS SHALL HAVE WALL0. WDER DIAMETER OF 1}'t 2' OR A NONCtRCULAR CROSS SECTION WITH A a EA IN RW / / 2 4 STAIR S13FACE AND ANY SOITITS PROTECTED ON THE EWA OSED BIDE UTH L'2' GYPGUM ODA". FOCR 302A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND _ X RE-mPOROmG • EA 2 X n STFtW&R A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES DESL. / xaud uwa v-a oa SHALL HAVE A MINIMUM RADIUS OF 1/8'. TOP 64 0'-0' FIN. FLR PLATE 9 2X4 ATTACHED eV Ioe1 o 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF MASONRY NAILS • 2X4 P.T. SLEEPER WO GLAD wTHIN G' FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY OF EACH M, 32.O,C. MAX. DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.C. 2020 A BAR DETAIL . STAIR ®SECTION AN C H/DRAIL SECTION L441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 y m $UIBDIV. AC LOT ABBOTT PARK LOT# 25 BLK# 11 PROJECT# 04181.000-25111 MOD'L "AISLE" 2007 GARAGE •WING: RIGHT PAGE: STAIR SECTION/ DETAI 60 MPH 2 2021 PRINT 04 08 21 DATE: SCALE:1/4" = f-0" SHEET A1A 3--2- 3052 -s" F69mas all WM-M• 14 m MINIMUM N 011111 ME 3052-DH 3m2-5H ECMEf* Ec-am" SECOND FLOOR PLAN SCALE, 1/4 - V-V 1441 N. RONALD REAGAN 3L LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-774-4078 wwwzbdesigngroup.com L AA #: 0003325 a dLJBDIV. AC LOT: ABBOTT PARK LOT# 25 BLIP # 11 PROJMCT# 04181.000-25111 MODEL: "AISLE" 2007 GAP-40M BVnNo: RIGHT PAGE: SECOND FLOOR PLAN 60/KPHINP, 9 IMA mm'* rppA.MT 04/06/21 DM DCA=: 1/4' = f-o' a*== A2 ll'-4' 2ND FLRa. , 23'-11' BLD HGT SHINGLE ROOF 1.1'-d• DNn FI la 1111::1111 1111I■� 1111 „'t:■ 1111 _ OFMORATIVE SHUTTER OR IIII■■IIII IIIIt■■IIII FIli■■IIII f� EMIVALENT I V 1111 ■■'1'1 Win 1111 A11 ■• 1 111 6 RAISED BAND RAISED ICI 'MMN�!4* LIGHT I�:I _ _ ill it - FRONT ELEVATION TEXTURED FINISH 'SF'ANISH' OFF RIDGE T 5 I-l'-4' 2ND FLR �, FLR BRG. HGT. BRG. HGT. I I I I I 4 y I I I I I I N --- -A V-4 34.N.2II II 3,14' IN F--------------1 _D FINS FLR. 8'-0' 15T FLR, 15HITT Fr -- '-- ----- ------'-------- I I BRG. , I I I I I I I I R m I I 10 I I I I I V-0' FIN. FLR , —------------- — !°'� ' FIN FLR REAR ELEVATION TEXTURED FINISH AREAOFATTIC = 1273 SQ, FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 1273/300 4.24 VENTILATION AREA SQ. INCHES PER Fr.(144) 611.04 SO, IN. MIN. REQUIRED VENTILATION .5X 611.04 IN UPPER PORTION OF ATTIC - 305.52 SQ. IN. OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT 305.52 /138 TOTAL#OF VENTS REQUIRED = 2.21391 TOTAL# OF VENTS PROVIDED 3 'AREA OF ATTIC IS THE PERIATER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WAULTO EXTERIOR OF WALL. NO OVERHANGS INCW DED) IR• THICK 2 COAT CIrENT PL46TER APPLIED DIRECTLY TO MA60NRY 4SL4' GALV.'L'-TYPE PLAS14M SET M ROOPHIS CEMENT FlBEIIC.LASS MINGLES WASOERLAYFIEM A8 PCR FOCR 7XS eYP Pf LEDGER W/ Soeu ROOF BHEATHMG THICIQIESt V2 10' THREADED ROD 37' Ae PER SHEET SN6 eECWED PER OG. 4 WITHIN 6' OF EAGN FASTER@# SCHEDULE END MAX SET M SIMPeoN 8PIPSON LSU•7S � NIGH BTRENGTN EXPDXY OR ROOF SLOPE PER2X6 % --- ELEVATION 61T PT LEDGER wi MM. T/IS' 08D MS:ATHMG V2'x THREADED ROD WeSET TO BE SECURED TO 32'1O �• O.C. 8 "THIN S' OF 2XS M0'oERD W/ Sd NAILS EACH ERO MAX SET RV 3' OG. • PEzz= I'-4- 6P"PeCN KIWI SiRB4GTN SIMPSOW LUS-26 UI/ (4) IOd'# 2,_0• EXPDXY W MM BED EM. GE TO LEDR AND (2) Wd'S CHANNEL FOR 80WIT OVERHANG DETAIL A SCALE: 1/2 • F ENGINEERED WOOD TRUSSES • 24' OG, 81ElMIT SHOP DRAWINGS SEALED DY PROFESSIONAL ENGPE?EER FOR REVIEW Ft AND CCHMENTe PLYWOOD SMAT14MG SEE STRLCTURAL .:Rm BRG. HGT. t RELEV P---- - ROCIPV Ln AND FLAMING III/ DRIP S M1G1oN EDGE PER MNFR WARRANTEE Sao � S RCdIIREMENT8 UIb1P FASCIA WITH BREAK METAL MA60NRrMOM DRAM 041111 W, 21f 10OMFASCIA SEE eTIalcTIwAL FOR FASTEtlme VENTED SOFFlT PER ATTIC CALC'S I/1' THICK 2 COAT CEMBiT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR WIDOW PER PLAN n RAKE SOFFIT DETAIL Bow IR • 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngtoup.com ` AA A 0-0-03326 J Is 5 aLTHDIV. 4s L'011 ABBOTT PARK LOT# 25 BLK# 11 PROJECT* 04181.000-25111 MODEtA "AISLE" 2007 OARAOE NMNO: RIGHT PACE: FRONT & REAR ELEVATION "G" 60 MPH EXP. DATE 04 /21 = l'-O A3 G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e Dsv OUTLET 2e AMP 6HUS POLE Nov OUTLET Nov OUTLET IA OF ONLET wpm TO SwTCl4 —4AOFI IIOV OUTLET =`Pw "FIND PAUL INTER PION (TAMPER INNSTAHr TTP. 220Y OUTLET (4) wle CONINCTION OOUTLEET Ma� FAULT WTC 4 O UITC14 3-WAY OPER " SwTCH 4-WAY OPER WALL MOUIRD LIGHT CEILING LOW Q LED CLAM LONT LED VAPOR Q VP PROOF LIGHT OVP VAPOR■INOOF LISNT 0 mCDSED Cm eYew. FAN I Cr" PER sa Fr. ~. FAN u1 awr I CM FOR sn Fr. V F-6m [ePw's TOD BY ® T 2.Ey,p u#RAr A ROUO rIRECE ) 7-ELLO URAP • =j , AROUND a' FLUORESCENT 4' FLUDRaaCFR p� ram--erg—v-r 80 II 4' TRAOC Loren PAEL Nib METER OSD. RMo m DETECTOR YE tl 1�1 WALL MOUSED sAn_daaea.. I w 1 d"m DETECTOR ylLy!®0� DAMNMONOXIM SFICtE� -eoNECTw ® S/CO CC'EO MULL BE A DISTANCE OF NOT LESS TWW 4' PIDAM LIGHT R� NATURAL GAS amKT TRMaR! JACK WATER HEATER DISCONNECT 7 'Y..fJY 70 AA))•�o AMR COD tlOv . e.. A.H DN O.DONEDr TELEVISION JACK Q J-DON TO EE SUPFGRTED IN ACCORDANCE aV DON MARFRO AS SUCH FOR cEtNG FANanlrc ro C s ANCZ kill w Iw DO% MANNEDA , G rNAwcw As a1NOH FOR 24- RCADaa r LIONT 6TRP pIIGDGA lS SIGArO!scw LIOMT STRM• nnnnnnnn M, e+oa#DeecHalr LaNT STRIP ROOD LIGHT OPT. SEC#OTY IQITAD • P& FUN-EUTTON FOR OWES um FORT • LOCATION OF TV JACKS A PHONE CUTLETS 4 FANS TO OE VOWED a HOMMOUMR PRE-CQMTRICTION MEETING • ALL 0 4 20 AMP ORANCH ONWU1TS TO OE AMC FAULT PROTECTED PER ELECTIWCALPROVISIONS OF MR 1TM EDITION [2020) 1 Ntr 210-12 20M EDITION. • 70 At'1P DEDICATED LAUNDRY CIRCUIT. • GFI • INLAND (NOT ON VJTC 4EN CIRRCUIT) • ONlWAMIR DISCGTICCT TO OE LOCKOUT IN PANEL • BATHROOM I.1aWMT PAN TO HOVE MIN. CAPACITY OF SO CPM wERIRTlw PER ELECTRICAL PROVISIONS OF SECTION M00T! FOCR TTM ITION (Now). • LAaNDRT ROOM RECEPTACLE SHALL 0E GROUND FAULT CIRCTUT-KMPPIEAIER PROTECTION FOR PERSONNEL ON FINDERS • NORM METHOD SMALL OE NON METALLIC CABLE PER ELECTRICAL. PROVISIONS OF FISCR TTM m (20M0). • ALL WORK TO COMPLY UATM ELECTRICAL PROVISIONS OF THE FECY TIM ED (2020) Rn DER AND mot m pan �im"TM EFFICIENCY) 20M0. 30 EDITION M40C C Ba - —J!� - PRE -WIRED CLG FAN OUTLET I _ __ I GFI 7-- L ---- L I i i e ii I I SWITCH IN `J II t1 CABINET I r I \ HOOD WIRE W/ L L OUTLET FOR `�\FUTURE MICRO. CHIMES I RANGE \ — O BIZ `EAco=12—® 9OF F LB. FOR O CHIMES GPI 0 P.B. FOR • O 49' AFF. GARAGE / DOOR 4 I , [ \112] ENTRY-/ 2' STEEL / PIPE /�, BOLLARD ' y!( ' KEYLESS GARAGE ! METER FIXTURE Eel FIELD LV£ORCIPY a. I 6 GFI IRRIGATION i GARAGE OUTLET • DOOR 45' AFF, PANEL: A PANEL* 42crLblealar 1,10.TAGE,120/24OV4Ph MR150ArrpMLO FEEDER 3ALOGLIK%& 1-IE Cu(Q in2' O GR 3 SHOAL THAN& 1-NF40N(Q in2' O wl. pd. aR Deal an VAft Dn20 Or" Walt DWAPIM 0. Pale VAR #6 2 E NCAH)l (Hach 10 KVAAM aR00 I 3 2 4 4400 KC NCGU:i Q 1 ra As 2 60 � 12D0 5 7 6 a 4MD WaIF I/�a a 2 *10 #10 2 30 Dryer mw 9 b 1800 VyeNa((3a 2D 1 #12 11 ,2 Aa e #12 , 20 OkpoBal CiFi 500 13 14 12)D L1et,nsla(CN9 ID 1 #12 #12 1 20 9nuke/(AIhm MOIW. DeNddR Nil 900 15 16 1270 Re6,9Rletar Zn 1 #12 *12 1 M &M AP01— 1500 17 i6 15M Bd.9H dI MkvawAe 21 1 #12 #14 1 16 Gaww l.Vt and RcapslsNa 900 19 m 160D SnMAI�Raca 2) 1 *12 #14 1 15 LhUU Ron IAR(ddR AR2 900 21 22 15M Bell Recerade4,LeadyRw ptW a GR 20 1 #12 #'14 1 15 B0101 U" 900 23 24 900 Bdm.#1 Q" and ReMpWft Ail 15 1 #14 414 1 15 BOmQ atl in TT 000 25 900 2dP—Hd LW'b ardF gods 15 1 *14 #14 1 15 BcIrM #3 LVb wd ReMOXim AY) 9W 27 23 5M lflgbnCLlet 15 1 #14 *14 1 15 Bdm 44 ad Rea./BRN@ART 9C0 29 30 90D DUd ar 15 1 #14 #14 1 15 FO)eradsb#aAFD 900 31 32 120 D-cp— 15 1 #12 33 3e 6pw 35 36 sp- 37 36 slae 3,ae sp" 6p- 41 42 Spffe tAed eryed DdarrladM,dorCekUAtgrallea 3690D 217M Ued 21L1Rd bJ aRnaMhcbraka)Rfiare, Ere Derterd Fwlor Calculalfons: ABBREVIATIONS: AFO: NICUFAULTORWINTERRPTM Nc NWCaNODE 4TIDAD OR GIOUDFAU-TW1EiaPTEt TRW Ioed.d4ec14[b—dT d. 5750D Pm loommb et 100% 100M0 RenWrlrgmWR40% 190D0 ToW A/CIRd igDo LOFDCALCulAT10N IEBAM CN NCNON4=NCE7HJ'I UM Taal c«eacl.d lwdvAft 3090D Tahl Pmpe(wab/Z/OWb) 11a O rmal U*ft & Rc HcM Load TRW A,C84MFog 20W G—W Ue & Rea 3 W / 6q R 602E I'Nels 1 dewAigitatim 65 Gawd 60B6 17D1i1 TOE[ Walla Gar.A Lt. &Rw PawA 12 507 em I I L I - \`---------'/ LED LIGHTING @ PEDESTAL SINK PREWIRE 1 GFI 4 150 AMP ELECTRICAL RISER ` NOT TO SCALE. — — — — — — — — — — — — — — — A. ELECTRICAL MATERIALS AND INSTALLATION& 614 L COMPLY WITH ELECTRICAL PROVISIONS OF THE POClt TT14 _ EDRnaN r2020). LOCAL CODES. AND ALL LOCAL POWER COACH COMPANY REQUIREMENTS. /-_ LIGHT D. ALL CONDUCTORS SHALL DE TYPE T~FAUN UNLESS NOTED OTNERIUSE. FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-0' POUER COMLA TRANSFORMER GRADE PROVIDE "0 CU, THUN • RS CU IN 2' CONDUIT OR 3 UM AL. TMUN . 1% CU IN 2' CONDUIT OR 2A0 AL SPUt [CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHAOW COMDMATICN SERVICE HBO AMP DISCONNECT SUUTCH AND DDA40 VOLT M ELECTRIC METER IN I I RASE NOMA 3R ENCL06UC I P LO ISHDAlUP TELEPHONE SERVICEn n�1 ENTRANCE INTERSYSTEM ECHOING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 50 AMP, Wa40 VOLT, I PHASE SECONDARY/ 1 R4 OU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER 1.112" VIA SCHEDULE ONE PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FISCRUTH F2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC EDITION (2020). CONDUIT UNLESS SEIRV10E 18 PROWDED DY THE ELECTRIC COMPANY. COORDINATE PATH THE ELECTRIC rl..lAX S FT LONG COPPER CLAD GROUND ROD COMPANY- PRIOR TO DID. IF 144E N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA HF: 0003328 114 ar IFNI 04 W� U R sURDIV. tg LOT ABBOTT PARK LOT 25 BL 11 PROJECT# 04181.000-25111 xoDElr "AISLE" 2007 GARAGE SKIING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 PH YXP. DAATTffi. 04/08/21 BCALE:1/4" = 1'-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 05V OUTLET to AP" SNGLE POI.! SOV OUTLET Nov OUTLET IO Q SWR ED M WATOIET �GFI IIOV OUTLET MIPm WARD A" NTSTRA-M (TAPPER PR MTAM Ty") 220Y OUTLET (4) WIRE CONVIOTIGN I i NXT. WATERPROOF OIRLRT 4AMI D FAULT NTMRtRER SWITCH SWITCH S-WAY OPlR SWITCH 4-WAY ORER ' ^�4 WALL MOINRD ' V LOW CEILING LIGHT © LED CIA LKW4T ©APOR v' PPROFLLaw O yP VAPOR FR2a LOW OmucamD CAN eVENT. PAN 1 OM rm sa FT. row maw I aM PER w PT. v Lw (SPKM TOO BY ® 9-RLB WRAP ARD.o ) RL TeIE! C! PNTJ ANICLNO �� 7' TL{gIfSCJBNT 4'F"CN CENT p W—m-a—e-i IVTRAOC LIGHT © PANEL s METER OS.D. orlon DCToc pt YIt I�t WALL Aommo WALL 1 1 mu. OR CARBON own DETeeroR tl�l� NTEe-ea4aOt® $HALL EE A DISTANCE OF NOT LESS TNBN 4• Pillam WALL PENDANT LIGHT LI•� NATURAL SAS ► JACK 4400 JACK Y ATM HEATER DECON EGT AIR Sao DISCONtOT ew ANI Gel I-� T.LEVINwJAGK LREEUI O TONS!VN ACCORDA =. EV REox J•BOx MINCED As* SucHl FOR TO BE WPMMW N CILNG FANLMHR AAxaoANCE w NOW MAJOW A. WON PON WPNCTKH 24• R 0.01066CEHt LIGHT STRIP p�pappJ 26' NCA DOWA NT LIGHT STOP nnnnnenn AN, INCANDIOCaNT LOW STOP ROOD LIGM OPLaRwRITY KETPAD HQ PJL mm-amoN MR CHINES I" PORT • LOCATION OF TV JACKS N PHONE OUTLETS N FANS TO BE VERIFIED • NOFEOLLIER PRE -CONSTRUCTION MIMI • ALL M N 20 AMP BRANCH CIRCUITS TO CIE AND FAULT mwTwmo PER ELECTRICAL FROVMIOFM OF mm TTN EDITIONN [2E]E) . NEG 21E.D ]EIS EDITION • 20 AM DEDICATED LAIN CRRg1R. • GFI ° OLAJD (NOT ON KITC M CIRCUIT) • DISHWASHER DISCONNECT TO CE LOCKOUT N PANEL • BATHROOM E)SN:WT PAN TO HAVE MIN. CAPACITY OF SO CFM NTEMITTENT PER ELECTRICAL PROVISIONS OF SECTION MOMS a Tru [DITION (m2E). • LAL94DW ROOT RECN'J•TACLE SHALL BE GROUND FAULT CIRCUIT-NIERRATER F NOTECT10N FOR PERSONNEL ON RENDERS • WIRING r'ETIOD SHALL BE NON METALLK CABLE MR ELECTRICAL PROVISIONS OF BIGR TN ®(OEM • ALL WORK TO COrPLY WITH ELECTRICAL PROVISIONS OF THE PRDR TTH NO (2910E1 • ALL LAPS SHALL eE I_, , eY BUILDER AND M OP LIfiHITNG M16T eE e4�iY EFFICI� TTR PEE _ EFFICIENCY) 2me tN EDITION R4EA1 EIDENJI i CLOG FAN IRED a ■ BDRMJ3; PRE -WIRED CLG FAN /,III 1 gyp, ' o FEE-unREv G15G FAN BDRM. j 1 GFI ; - -` 1 I � C "'Ate-- u L 10mee I HDRM.#2 I'RE-WIRED CLG FAN SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4' • I'-0' I -----------�\I I _ I I L I 1 I i e I � m I I I � L I I ----------- LED LIGHTING ® DBL. LAV. BATH Of I L � � � I I � i I L I I `---------' LED LIGHTING ® DBL. LAV. BATH °2 APR 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-7744078 www.abdeslgngroup.Com AA S: 0003325 RON Q O r LTNDBAde LOT: ABT PARK LOT# 25 BLK# 11 PROJECT# 04181.000- 25111 MODEL& "AISLE" 2007 GARAGE BMTNO: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH M. FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " P-V SECOND FLOOR PLUMBING PLAN SCALE: 1/4 • P-V r1LU1V1t311Vu AlzJnn DIAGRAM n- 1441 N. RONALD REAGAN B1 LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 wwwAbdesigngroup.com L AA M: 0003325 3 M &a I PARK LOT# 25 BLK# 11 PROJECT* 04181.000-25111 MODEIe "AISLE" 2007 GARAGE SWING: RIGHT PAGE: PLUMBING PLANS 60 MPH E . DARTS: 04/06/21 BCALEWC = f-0" SHEET P1 HVAC NOTES LEGEND I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC NTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IBI CLASS I AIR DUCT AS PER NFPA SCA 2-3.I 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, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOVERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC NTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 8. ALL FIRE RATED CEILINGS AND WALLS $HALT. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL ISE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR ODD CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL ' �" _ O O EXTERIOR WALL ,A PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER y W/ 12J-3/16'X2' TAPCONB UNIT SIMPSON WB ROLL STRAP 3/4' PVC CONDENSATE DRAIN LINE OR EQUAL EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB PLATFORM T RETURN REFRIGERANT LINES TO CONDENSING UNIT 4' CONCRETE SLAB SEC 17 STRAP TO UNIT W/ l2) °SXI I/ ' $HT. MTL. SCREW$ TRAP DRAIN LINE AND TERMINATE DRAM,) PER APROVEDEDITION CONDENSER UNIT FDCR iTH EDITION (2020) FI CI SE NICALBLDG.CODE SECTIOTIO0� N 32.4 CONNECTION TO PAD HVAC DRAINS NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR C06NTERSIUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG —"�-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOBAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEG 14EL00R SLAB CLEAN -OUT (T FIN. GRADE OR PAVING SEE SPEC. V-B'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN) FIRST FLOOR MECHANICAL PLAN APR SCALE: V4 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdoeigngroup.com AA A: 0003326 wig 4 R H W i 0 A r MDIV. de LOT, ABBOTT PARK LOT# 25 BLK# 11 PROJ=T# 04181.000-25111 MODEIe "AISLE" 2007 GARAGE BWD40: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. --- --------- - - - - - - W.I•C• W.I.C. SX4 SX4 BATHa. I ImBDRM.#4 .." 14X6-- Ti i i1 iin 5' S =___ i n SUPPLY i — — I 12XI2 12XI2 16XI6 16 VENT O TI-M WALL 6 I' BDRM.#1 t2' s iax6 I BDRM.# SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 • 1'-0• APR 1441 N. RONALD REAGAN St LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA S: 0003325 u fill t1ly 11mo OTT PARK LOT# 25 BLK 11 JECT# 04181.000-25111 MODT AISLE" 2007 GARAGE awsxG: RIGHT PAGE: SECOND FLOOR MECPHIAANICAL 60 MPHIE3VW. j 2X4 TOP PLATE PRE-FAS TOM 1/2' CLG. BOARD IR' DRYWALL --_ TOr SECURE MIT. — PLATE TO SLAD W/ IOd MASONRY NAIL • 32' O:C. MAX FIN. FLR 2X4 WOOD STUDS a24' O.C. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE N01 THAN 2x4, WHERE ED NOT MORE I6' O.C. OR NOT THAN 2x(v, WHERE ED NOT MORE 24' O.C. ]i)TYP. INT. WALL (NON—BRG.) 21 SCALE, 3/4'.r-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90811. ROOF SHEATHING THICKNESS AS PER SWEET SNL SECURED PER FASTENER SCHEDULE FIRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TTO�jP4' ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.L 4 a 4 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- O5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-0' 2 S/S' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD If SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 8' cm 1,12' GYP. WL. SD.—� i— WOOD SASE W/ WINDOW OPENING N FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.E ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 160TI5.1. �aLYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.1'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 022(o TYPE II OR ASTM D486S TYPE III OR TYPE Iv UNDERLAYMENT. IM IORON LMS NO. GAS LINE THRU BLACK D7 an.. vr..Ar FISERIGLASS, SHINGLES WITH UNDERLAYMENT AS PER FBCR 905J.1, ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SWEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLANO CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' cm yr THRK 2 COAT - PORTI.A2D CRorT F4AOTM APM'10 Ouicnr TO MASONRY To w 4m eee STRCiYRAI FOR WINFORCm`B/T US P.T. Imp ATTxxv TO w C■LL AS PW APPROVAL PECL W.&A lT A SaaaR Rco s GARAGE DOOR JAMBS D1 SCALE: 2X4 SPF 24' O.C. MAX SECURE W/ (2) 12d NAIL B� • EA. END 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS STIFFDACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS 9' AX PRE-ENG WD. TRUSS PER ELEVATION If CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION S/8' GYPSUM BOARD OR 112'�J HIGH STRENGTH CLG. BOARD R-4J INSULATION —� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.C. 1/2' GYP. ILL. SD. i— WOOD SASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90S.IJ. ROOF SHEATHING THICKNESS AS PER 814EET SNI, SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. PLR. a ° ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-I6 IN ACCORDANCE WITH FBCR 2020 ° 4 ITH EDITION, SECTION R301.13 AND 1609.5.1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE rs�l—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5,1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. ?R i44i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746079 FAX: 407-7744078 www,abdestgngroup.com AA #: 0003325 URI 8 WON N UN i 0 x L ays Iv. ae IAo'I•: A BOTT PARK LOT# 25 BLK 11 P]ROJECT�► 04181.000-25111 MODELS AISLE" 2007 GARAGE 8WING: RIGHT PAGE: DETAILS 60 PH 2021 DA= 04/08/21 BCAIM:I/41 = 1'-0* a*== D1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9B5.IJ. ROOF SHEATHING THICKNESS AS PER SHEET &A SECURED PER FASTENER SCHEDULE PRE-ENG WD. TM"--- 24' OTC. MAX. METAL DRIP EDGE—' 2x FASCIA PER—�/ ELEVATIONS VENTED—� SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL DO FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP 1'-0' 0A. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WbJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED ' PER FASTENER SCHEDULE ER PRE-ENG WD. TRUSS— LEV TION 24MAX. METAL DRIP EDGE BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 2x FASCIA PER 5/8' GYPSUM BOARD ELEVATIONS OR 1/2' HIGH STRENGTH CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT -R-4.1 INSUL. REFERENCE STRUCTURAL w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS j BATT INSULATION REFER TO ENEIRGY CALCS FOR VALUES np-m 5/8' GYPSUM BOARD . OR 1/2' HIGH STRENGTH CLG.BOARD Ix2 FIRE -STOP W w -4.1 INSUL. STRUCTURAL 3/4' T c G SUBFLOOR GLUED AND NAILED 3/4' T t G SUBFLOOR AS PER NAILING GLUED AND NAILED SCHEDULE AS PER NAILING SCHEDULE PORTLAND CEMENT w w PLASTER APPLIED a DIRECTLY TO m MASONRY w m — LEVATION OQ FIRE -STOP LEVATION SEE STRUCTURAL R R LEVAT ON LEVATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOAR CLG. BOARD R — - EVATION DO FIRE -STOP R-4.1 INSUL. . , R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. B' CMU 1/2' GYP. M. BD. WOOD BASE 1/1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP Ix2 P.T. FURRING STRIPS • 24' O.C. e' CMU 1/2' GYP. WL. BD. WOOD BASE a a `hdE E G�E L L a . a . 4 4. n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'.1'-& APR 1 1441 N. RONALD REAGAN BLVD L0NGW00D,FL32750 PH: 407-774-6078 FAX: 407-7744018 www.abdesigngroup.eom AA #: 0003328 Lo 13 C ounDiv. ac IAT: ABBOTT PARK LOT# 25 BLK it PROJ=T# 04181.000-25111 MODELe "AISLE" 2007 GARAGE FUMING: RIGHT PAGE: DETAILS 60 MPH Im 2X(6 P.T. • C INTER OF DOOR HEADER SECURED LW (1) 112' X s• J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X VS' WASHER: 4 NUT OR UV (2) 1,12' X O' ANCHOR BOLTS W/ 2• X 2- X VS,' WASHER /NUT R SECURE 2.4 TO RA W/ R V4' TAPCONS I V2' EMBED, S' Or- 4- END DIET, I 1,12' EDGE DIST. D AWYA 2X6 GARAGE DOOR BUCK SECURED W/ (6) Rd' X S,' J-DOLT OR ANCHOR DOLTS, W/ 4• MIN EMBEDMENT, W/ 2- IN X 21 X VS,' WASHER 4 NUT. (1) WITHIN S' OF TOP. (U WITHIN S' OF THE DM U (3) EYEMY SPACED. a fd NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INGTPIIU= N6 W4ERE SIICJJ N6TI01GTIe*M AN6 MfMW 6TN4mB4T GARAGE DOOR 1 BUCK ATTACHMENT 3 --.- 2X4, ® 2X4, m 2X4, US SECURE TO BLOCK LLV SECWE TO BLOCK SECURE TO BLOCK W/ WW TAPGONG (MIN. Wo-VW TAPGONS (MK 114' TAPGON6 (MIN, SWANK SIZE J46 MIN 84" size J40 MIN. SHANK SIZE J46 MR HEAD SIZE 'JOB HEAD SIZE 3" HEAD &IM 300 MIN. EMBEDMENT 1 V49 MIN. SMONOMENT 1 V49 MR EMBEOMENT 1 1/4') WITHIN D• OF EACH WITHIN s• OF EACH WITHIN 6. OF EACH END 4 ID'Or- MAX END 4 w' OC. MAX END 4 W OC. MAX SPACING SPACING SPACING 2X6, ® 2X6, ® 2X6, m SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3Mr' TAPCONS WK2) WW TAPCONS WF(2) 1/4' TAPCONS (MIL (MIN. am" 61M J46 IMK SHANK SIZE Job SHANK SIZE Ja MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE .3010 HEAD SIZE 3" MIN. a' cm MIN. EMBEDMENT 1 1/49 MIN. EMIDEDMENT 1 1149 lMBEDI'T@IT 1 1/49 WITHIN S' OP EACH END a' cm WITHIN G' OF eAG41 END S' cm WTHM 8. OF EACH END V2' DRYWALL 4 *.IN SPACING. 4 Is, O.C. MAX 6PACMG U' OC. MAX 6PACMG. 8' C" Al Ix4 P.T. OR S/4'X4' MIN. 1/2' DRYWALL 1/2'DRYWALL V2' DRYWALL SECURE TNRU FRAME 4 I•A4' 2Xh cm2X& m 2XMCIECI EXTEND 1.1/4' INTO P.T. NAILER SEGUE TO BLOCK 0 I'X4• SECURE TO BLOCK ❑ PSECURE TO"E=ND 1'X4' BLS 3A6• WK2) 3/16' TAPCON6 P.T. NAILER WK2) WW TAPCON6 P.T..t. NAILER WK2) V4' TP.T. NAILER ppOR CA8R4Cs MR1 EHANK 81$ J46 TAG. OA$. X 4' MIN. MM. 6NJUK SIZE .146 DOOR CABry� (MRL SWANK MM. BHAMC SIZE Job MIN HEAD 61M 300 MIN. HEAD SIZE 30O MIN. HEAD 1/b• CAD. X 4' MIN. MIN. HEAD 81ZE 9O0 MIN. EMBEDMENT 1 V41) DOOR CAMS MIL EMBEDMENT 1 V4•) MIN. EMBE MIN. EMBEDM64T 1-Va' WITHIN 6. OF EACH END WTHM S• OF EACH END WITHIN D• ODOOR CASINGWITHIN 8' OF EACHDOOR JAMB OR WINDOWDOC. MAX B' OC. MAX 4 W OC. M4 W OC. MAX SPACING ATTACH TO 2X PER 6PACRG. DOOR JAMB OR WINDOW SPACING DOOR JAMB OR WI DOW SPACING.DOOR JAMB OR WINDOWMANUFACTURES, DETAILS, ATTACH TO 2X PER ATTACWMANUFACTURES DETAILS, MANUFACTURES TO 2X PER ATTACH TO 2X PER MANJPACTUI4S& DETAILS,. ATTACH DETAILS, NOTE, SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" w NDOV TO BLOCK +3/4" OR +5/4" NOTE. SI4M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/18" @Nm I TO BLACK +1 15/18" NOTE, 6141M AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" �N�nw mn T4TnrTr +g^ 2X4, ® 2X41 ® 2X4, m SECURE TO BLOCK W/ SECURE TO BLOCK UV SECURE TO BLOCK W/ 3/I6' TAPOONB (MIN. 3/16' TAP'CON6 (MR1 3/16' TAPP" (MIN. SHANK 61$ .146 MIN. GHA74C 612E .NS MIN. SHANK SIZE 346 MIN. HEAD SIZE 3O0 HEAD SIZE 300 HEAD SIZE 300 MIN, EMBEDMENT 1 1/49 MR EMBEDMENT I V4•) MIN. EMBEDMENT 1 1/49 WITHIN S• OF EACH WITHIN D' OF EACH WITHIN S• OF EACH END 4 D' OC. MAX END 4 IS,' OC. MAX END 4 IS'Or- MAX 6PACNG SPACING NOTE, STRUCTURAL 2X MUST BE SPACING. 2X6, m 2X6, ® ON OUTSIDE 4 SEGUED 2Xb, m SECURE TO BLOCK SECURE TO BLOCK THROUGH NON-GTRJCTURAL SECURE TO BLOCK WK2) 3/16' TAPCONS W92) W16' TAPCON6 3A6' TAPCON MIL 1-4/4• WW2) aft, TAPCONS (MIN GNAW SIZE JO MIN. SHANK DIM Job EMBEDMENT INTO BLOCK (MIN SHANK SIZE JO MIL HEAD SIZE 300 MIN HEAD 61ZE 300 MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/4'l 8. CM MIN. EMBEOMB4T 1 1/4') MIN. EMBEDMENT I V4') WITHIN d OF EACH END WITHIN S' OF EACH END 0' CM V2' DRYWALL WITHIN D• OF EACH END 4 W Or -MAX SPACING. - DRYWALL 4 IS' Or -MAX 6PACMG. 4 IV Or -MAX SPACING 2XM ® MX42XM ® ❑ 2Xs, SECURE TO BLOCK P.T. NAILER 6ECUVI TO BLOCK MAW SECURE TO BLOCK UV(2) 3/16' TAPP" W92) W/K' TAPCOW P.T. NAILER W/(2) SAW TAPO" MIN. SHANK SIZE J45 DOOR CA6M6 (MIN SHANK SIZE Job DOOR CASING MIN. SHRANK SIZE .14E MIN. HEAD 61ZE 300 MIN. HEAD SIZE 300 MIL HEAD 61ZE 300 MR EMBEDMENT I V4') MIN EMBEDMENT I V4•) MIL EMBEDMENT 1 V4') WITHIN 8' H RED OF EACH WITHIN S• OF EACH DO WITHIN 8' OF EACH CND 4 IS• OC. nAx 4 D' O.G. MAX DOOR JAMB OR WINDOW 4 W Or- MAX ATTACH TO 2X PER BPACMf#. DOOR JAMB OR WINDOW SPACING. MANUPACTURES DETAILS. ATTACH TO 2X PER MAN FACTURC6 DETAILS. NOTE, &HIM AS, NEEDED TO PLUMD JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 1/2" r W1NDOII TO BLACK +i 1/2" NOTE, 8NM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED V4V DOOR JAMB TO BLACK +2 1/4" r1LFINDOfl TO HIAC% +2 1/4" NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SEGUED THROUGH NON-GTRJCTURAL SAW TAPCON MR 1414' EMBEDMENT INTO BLOM NOTE, GHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 v cm VII' DRYWALL PX4' P.T. NAILER DOOR CASING 21D 2X SECURE TO STRUCTURAL MEMBER WK2)12d WITHIN S• OF EACH END 4 6' TO D' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLACK +3" NOTE, SHIM A& NEEDED TO PLUMB JAMB (DO NOT EXCEED V4.1 DOOR JAMB TO BLACK +3 7/18" v11RNDOlf TO BLACK +3 7/18" 2X4, SEGUE TO BLOCK W/ V4• TAPOONB MM. GHANK SIZE JO MIN. HEAD SIZE 3" MIN EMBEDMENT I V49 WITHIN S' OF EACH END 4 W OC. MAX SPACING. NOTE, 6TRJCTURAL 2X MUST BE 2X16, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NCN-STRUCTURAL WW2) V4' TAPCON6 (MIN. 3/WTAPCON MIN. 1-1/4' SHANK SIZE J46 MIN EMBEDMENT INTO BLOCK. HEAD 61ZE 300 MIN EMBEDMENT 1 V4•) WITHIN D' OP EACH END S, GMU 4 IS' OC. MAX SPACING. V2• DRYWALL 2XM ® Q I'X4' CURE TO BLOCK P.T. NAILER 110) V4' TAPCONS P 4' MIK MIN. SHANK SIZE .14E P.T. X MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') DOOR CASING WITHIN S' OF EACH END 4 W OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN FACTURES DETAIL& NOTE, 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" nWINDOW TO BLOCK `nJ4NRs4Ir +3 3/4" ame 11 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 1 a BUDDIV. ae L 0 ABBOTT PARK LOT# 25 BLK# 11 PROJBLCT# 04181.000-25111 MOa1CLi,c AISLE" 2007 OARAOi$ EWIWG: RIGHT PAGE: DETAILS 60 MPH DA 04/06/21 DCA=:1/4" = 1'-0" SI;EET D3 INSTALL FASTENERS, (CLIPS; MOML Still STAPLEW AS APPROVED PJUILOMG WRAP REWIRED TO SECURE SMALL RE LAPPED A MINIMUM OF PIPE/ MOM TO FRAMMG 6' • VERTICAL LAPS (ROLL UM YE DOW A 6' • MORZONTAL LAPS,. STUCCO RAW • ALL SEAMS, NEED TO BE TAPED LATH VERTICAL LAP TO 05 1' YETM FORTIBER 6NEATHNG TAPE END LAYER 4. FORTIPIBER BUILDING PAPER MET PIAS'OPV'W CONTROL JOTI' THICK RASTERS COAT CEMENT / 6'+t6�SE1.P•ADNEItlN1S MEMBRANEFLANGECF C.ONTROL JOT° T BE MIND TIED TO LATH • I. WPM LAYER •2. PORTIFIDER / \ SELP-ADMWUO PILA614NG OVER4MEMBRANE Or— MAX NOT �TENE d(Tlml. JOA MOM, INT TO BUILDRJG PAPER / \ HOUSE UWAP. � 1441. N. RONALD REAGAN BLVD WALL EVEN R STUD EXISTS r nN L, • n IAL LATH BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH PLANIMG io CXTEND ONTO PIPE ��MAY BE UU6��0 TEMP • FASTENEDB fVERTI OG• MAX �C X X X ' 4x4� ��- LONGW07-7 4- 0 750 PH: 407-774.8078 WL OIRRIG M6TALLATON AT X X X. —I PLASMMOUSE°C'j R APPROVED W W W.a �71gn8foupiCOm FASTENERS TO BE SP STTUUC.CO u.RAYER r METAL LATM rLAeNlnaG To ExrAEn oNro PIPE AA S: 00=25 • 1' 04, MAX VERTICALLY I ' CONT. BEAD Q SEALANT WOOD MEATHMCA I STUCCO LAYER �, I BRAS R' TWICK 3 COAT CEMENT .a h 2 'i s (: n r *.y,•+,.., BTIXCO WRAP INSTALL APPROVED IdOU6ER AIR METAL LATH INt•ILTRAtION BARRCR OVER • n T I CURB LAYER a, FORTIFIBER SHEATHING '- Mm LAYER 7. FORTIFIBER . Pu(n — PATER ELASTOMERIC COATING OVER S7UC4=/I P BUILDMS, PAPER UAi6 LAYER 9, Imo/ V aI� QV. FINISH (S!! T1T WALL SECTION) / I STUCCO WRAP ICJ rTCi• I LATH SMALL NOT aaP nK WOOD NEATMN6 BE CONTINUOUS 6' TO s' •• TO A• SECTION S 10 1 tLOAUpr trh°a THROUGM CONTROL \ A°U a nENAw Exbrior oae of podand cement plaeAar JOTS BUT SMALL BE STOPPED AND shall comply= the appH Son TIED AT EACH eIDE�_ PROVIDE 2X4 BLOQCMG PER ASTM C106! PLACED FLAT MAX. 6' TO S• LAP, ♦• oV6R IromAaeon of aa[.rior roMpp and tnmirg FWC1 CONTROL JOINT UINENJALL LAP shall comply vAth ASTM C tOS378a, or ASTM 1787. NOTE, ASTENERS CONTROL JOINT FALLS ON FOR LATH TO BE NAILS OR\ `_ ,�' STRICT IRAL STUD S,CALE• 1 IR'.I'- STAPLES M COMPLIANCE UV A6TM CI063 2. MORE TINS TO BE (NO. IS) "415' MRE !. BLOCO04U SMOUN MAY BE N ADDITION/ \ 4.4' SELF -ADHERING MEMINRANE 6 TO U14LL STUDS, REQUIRED PER RAN PLA64MG (COMPATIBLE W/ MOUSE II II I I A VERTICAL LATH APPROVED MATERIAL) , M b Pas m C R & PAPER DETAIL Ii.ASNUdG TO Exr'EaD d.ITO PIPE / WOOD 6TUD8 I' OR LESS PIPE r' 6•x6. OELP-ADHERNYs M7E71BRANE PENETRATION FLASHING (COMPATIBLE W/ MOUSE UIRAP 6HlATNNVG ,:! I SELF ADHERING )MEMBRANE OVER 41x41 �. # F-A MM OVER APPROVED BIDE LAPS OR METAL PLASTER BASES SHALL MOUSE O.r M.. TYPE CONTROL JOINT ISE SECURED TO FRAMM iNEYRs• 'a eR"G • ;p " "a 'PTo EXTEND aNro PIPE N SMALL Bill BETUM SIMP+OIRM W ASTM 00416•N. (I.21•MM) STUCCO M• ILA' • LATu CUT AND OVERLAP ONE SIDE OF IE WIRE AT INTERVALS NOT a' La' ""AIR SELP-ADMERNG MEMBRANE MOM THAN S' (226-MM). RLAS,VIMG CUT AND OVERLAP ONE &DE OF 0 AS PER ASTM CI06l. STEP h STEP 02 0.� NER ID MEMBRANE O LFOLD—.Pr.A O LN%D NII4O. Pr.A ®FOLD ZQ`a'•^'° Q KIC KO UT NOTE. FOR REPAIR ORS, TEARS, HORIZONTAL LATH PIPE PENETRATION DETAIL IFRAMEI DETAIL M Y IS LAYERS, TRAM A MAY IS PATCHEDTAM PAPER DETAIL wARMA M. SPEC. TAPE N.T.S. PER 4 STICK SPEC OR �/ Pea � 6TIdC ® 'l WOOD SHEATHING OL OM INM11D • O L R1LD ---A 1' OR CMU Pr.A 2.COWAN . Ft. 6 WRB LAYER el, : c.Ax . M. s a CERAM . Pr. C STUCCO WRAP (FRAME ONLY) . CREAM . FT. C A. FOLD Pr. C OA9a PT. 6 I" On. C TOUCH" °OfTC"RjNN ® i' THICK, 3 COAT CEMENT PLASTER (FRAME), COAT LEGEND CEMENT PLASTER (GMU) MP METAL LATH (FRAME ONLY) ® O LAP WRB 4 TAPE OVER DRAINACxE PLANE (WRB ;� 0 ROOFNJALL SCREED KANN � LAYER *I, STUCCO WRAP) �� tigmCUr. 1• TMICK 3 COAT CEMENT 5'X5' 'L' TYPE CONTINUOUS WRB LAYER 02 ( FORT I F I BE R — — — — • — ^ UMCEMLT PLAA, 2 ORTWMT ? NAIL O ROOF DECK, NOT BUILD IN(3 PAPER) uRB LAYER �,roR<wa�eR '� WALL SHEATHING) BUILDING PAPER (NeA)'C C1LT1 MOB LAYA6tt'I, CAP SHINGLE - DO NOT NAIL, METAL LATH X-X-X—x eTueeoweAPnwveCerLY) INSTALL WITH ROOF CEMENT B ABBOTT PARK LOT## 25 BLK# 11 PROJECT# 04181.000-25111 MODELA "AISLE" 2007 GARAGE BWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH LAP LA"M OF BU LOM ~ Ova MAiLNO FLAN00, STOP �� .. STUCCO T Cru I � ROOF CEMENT WOOD OR 7/16 A ZIP WALL MLLTtA6ANa I RooF PER ELEVATIONS sHEATHINC% O SELF-ADHESIVE FLASHING NOTE METAL LATH: LATH TO BE PER SECTION W723 MT IIORA "To. „aNr MAL (°Ro CR y r 6OLD�RCCrwar' E"wTw=Tl" R-103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PRINT GATE: er+MnLE ROCFra � T 6O� OF (COP . COP mob, asaAP a•. PER 5Q, YARD (UTILITY OR NOMINAL BCALE: �4 = 1'20" EXTIMI*'°°.0°LATH PAW" aAP "°' �'T DOES NOT MEET SPECIFICATIONS) BIIEET L" FLASHING @)" N.T.S. TAT d d A 1 INSTALL V SELF -ADHERING MEMBRANE FLASHRYs OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, 1. BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE I ' TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. .;X. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL it JOINTS AND INTERSECTIONS ' I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO %!AALLL SIDE ,Yi CAULKING a JOINT AL E SECTION R703.7 Exterior lathing and Dlesieft BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X. XInstallation of exterior lathing and framing ' shall comply with ASTM C 1063-19s, ' I X or ASTM 1787. WRD LAYER'1, � �,x. _ STUCCO WRAP I HOODED VENT ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LATER h, STUCCO WRAP LAYER n, PORTIFIBER BUILDING PAPER WOOD CONSTLICTION _ 4�-.wame-WAS� METAL LATH SVINYL CASING DEAD V RAISED BAND V TO* M'n-LS_L 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z PLASHMG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME Ta BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-B4-1-14a, MIN. 2B L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECSJ BUILDING PAPER UNDER 'QUICK FLASH' ANENT PENETRATION SCALE, N.T.S. ELEC. METEI VERIFY LC FiIRCH I V RCL.0 I V C STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION '—ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER el, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER TO Ya' MID -WALL WEEP SCREED WOOD CONSTROCTION 6' SELF-ADHESIVE FLASHING a cru WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (I) 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 THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH T/S' TEXTIAIED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MENDER • I'Or- MAX _ IIYfP M• MIYf-Ii�IAI I �C6n 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONI Y BEFORE APPi.YMG V FMIGH • MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK a• HOUSEWRAP IURB LAYER 01, SLOW STUCCO lt1RAP CUT SUCH THAT 9 APPLY 60 MIN SELF-ADHERNG NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, 0, OVER APPLY TO FACE SELF -ADHERING EDGE IF OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER EIUILDING PAPER STEP #3 STEP #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 STEP 05 5TEF #o' OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdeslgngroup.com AA N: 0003325 `v s ABBOTT PARK LOTT# 25 BLK# 11 PROJECT* 04181.000-25111 saOaEsz "AISLE" 2007 GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETA S 60 MPH EXT WOOD SHEATHING - WOW FIRA1 WAALLLL WRB LAYER M, SUB-PLOOR DECKM COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE WOOD WRB LAYER 42, FORTIFIBER PRE-ENb'D TIM." BARRIER -1 CONSTRUCTION BUILDING PAPER ``�� WEATHER RESISTIVH WEATHER RESISTIVE I)'4 HAT CHANNEL j' THICK 3 COAT CEMENT DAICtlIFR BARRIER -2 ' TYPE 'X' DRYWALL PLASTER WEATHER RESISTIVE---+ 6' 8AF. • TOP OF WEEP SCREED ��_ 4r' SAF. \ TO SHEATHING 04HNO WEEP SCREED J' TIWCK 3 COATR'•"'�^� 4RIES � PEEL t STICK WOOD SHEATHING �` PLASTER I Vx3' 'L' FLASHNG 4' POSITIVE DRAIN SAL LATH FULLY EMBEDDED waze S�'�ED i44i N. RONALD REAGAN BLVD WOOD SI#ATHING — IN ROOF CEMENT LONGWOOD, FL 32750 WRB LAYER -1, / ` I li' X 3. 26 GA GALV. PH: 407-T748078 STUCCO WRAP J \ METAL DRIP EDGE %• THICK, 3 GOAT CEMENT �` Y4 GAP FOR BACKER GET M FULL BED OF FAX:407-714,4078 PLASTER , \ EXTERIOR GRADE t SEALANT SEALANTA' MIN. www.abdesigngroup.com 6' SELF-ADHEREING DRY WALL SPACE FROM DRIP AA S: 0003325 FLASHING WRAPPED RAGE TO TREX WEATHER RESISTIVE ' ' "1 • TOP OF WEEP SCREED TO SW-AT14NG BELOW a• FoemvE DRAIN 1L �13 COAT CEMENT y�P scion , VINYL GASINGL \ _- .Y BARRIER R WEATHER RESISTIVE ' \ WATER PROOFING at BARRIER 4 ; WRB LAYER'1, GTUC co WRAP NO SAP H FIELD (aHQW FOR CLARIFICATION OF LAYER (2 LAYER PEEL '''• 4 STICK) - EXTERIOR COLUMN COLUMN SHEATHING LEGEND •. ;r ; {' .; SEPARATE ACC SGORIEG ONLY) "� • I a; WRB LAYER R, FORTIFIBER 6' &AR '• BUILD NO PAPER PEEL t STICK _ ; I)6'x3' 'L' FLASHING DRAINAGE PLANE (WRB .�— BUDFLooR -FULLY EMBEDDED M ROOF CEMENT LATER 01, STUCCO WRAP) -` WRB LAYER M, / i FLA�AHW, UPPED I x' X 3' 26 GA GALV. STUCCO WRAP ` ,tea • CORNER OF CANTILEVER METAL DRIP EDGE _ - WR5 LAYER #2 (FORTIFI5ER ...... AMICO AM66 WFW1C TSm ` I Y"; ' POSIT'aFDRAIN - - C ANTILE VE R DRIP I K'XI K' P.T. OR SIMULATED SET M FULL BED OF SHALANT,)S' MIN BUILDING PAPER) CUSTOM CASING BEAD WOOD (TREX)FILLER SPACE FROM DRIP EDGE CONTIN)OUB r Y4 GAP FOR SEALANT v l BEAD METAL LATH x—x—x—x NO GAP IN FIELD OPT. BACKER ROD' WATER PROOFING Mt (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 3' X 3' 76 GA GALV- FINISH LAYER (2 LAYER FETAL DRIP EDGE MODIFIED w 3/4 RESILIENT LAYER (2 LAYER PEEL t STICK) WRAPPED FROM STUCCO .T CASING BEAD PEEL t STICK) SET IN PULL BED OF HAT CHANNEL BALCONY DECTO DTL ® CANT 6' PEEL t 6ANT.ii-PACE FROMMI . STICK a DRIP VINYL CASING MAD CANTILEVER J' THICK 3 COAT CEMENT WOOD OR /lro' ZIP WALL 1 O A FACE TO TREX SCALE: 1 In'.I'-o' EDGE PLASTER SHEATHING 5/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — r: GAP FOR BACKER FMI NOTE- GH I )S'XI it P.T. OR SIMJLATED ROD t SEALANT 4' POSITIVE DRAM METAL LATH: LATH TO BE PER SECTION WOOD (TIREX) FILLER VINYL CASING BEAD PLASTER WEEP3 COAT CEMENT SCREED WATER PROOFING la LLEATFIER RESISTIVE VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF R103.1.1 / A5TM C - 641-14a , MIN- 2.5 L55. LAYER (2 LAYER PEEL 1 F BARRIER M VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) !;—,Iwo,: PER 5Q. YARD (UTILITY OR NOMINAL BTWCONY TO WEATHER RESISTIVE BALCONY DECK TO DARRIER 7LATH DOES NOT MEET SPECIFICATIONS) CANTILEVER �.�-. BALCONY DRIP6' PEEL 4 Snac . ��CRANE. DRIP EDGE TO DECK 11C EDGE INSTALLATION ® COLUMN EXTEND OVER DRIP BUD FLOOR EDGE (W/"L" FLASHING WOOD CONSTRUCTION ®® 3' X 3. 26 GA GALV. SCALE: NTS METAL DRIP EDGE WOOD SHEATHING SET IN RILL BED OF WEATHER RESISTIVE 11% i4" P.T. OR SIMULATE SEALANT,V MIN. BARRIER M WOOD (TREX) FELLER SPACE FROM DRIP WRB LAYER M, r. � 3/4 TPDX RESILIENT WEATHER RE818TIVE CONTSIWWB VINYL TCASINGBEAD 2x FRAMING MEMBER STUCCO WRAP' - HAT CHANNEL BARRIER 4 )W GAP FOR DACKE � VINYL CASING BEAD ROD 4 SEALANT FINISH LAYER (2 LAYER WATER PROOFING IN LAYER (2 LAYER PEEL 1 J' THICK, 3 COAT CEMENT PLASTER WRB LAYER N2, FORTIP15ER ' WOOD SHEATHING J' THICK, 3 COAT CEMENT PEEL t STICKILIENT RESILIENT BALLSTICKNY DE ED 19ROMI BALCONY DECK TO BUILDING PAPER d.: PLASTER 14A HAT CHANEL �ICL.IC3COAT cErBNT 2 Imo. f FASTENED TO SHE ; I WRB LAYER h, 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER 'r'%.;.'.^ r.:.� C • �• O.C. MAX. METAL LATH ' ;, :, .: I STUCCO WRAP wrrexruRED PANTED WOOD SHEATHING METAL LATH ,. FINISH J�THIC , 3 COAT CEMENT (2) 2x12 HEADER 5/8' TYPE 'X' DRYWALL TKNI ED 4 PAINTEO WOOD 6WEAT14M WEATHER RESISTIVE WRD LAYER h, J' THICK 3 COAT CEMENT 1 i WRB LAYER 82, FORTIFIBER PMIw/ GH BARRIER M ;. ".= STUCCO WRAP PLASTER' : BUILDING PAPER J' THICK 3 COAT CEMENT WEATHER RESISTIVE BARRIER n 4' POSITIVE DRAIN WOOD BNEAtHMG b'SELF-ADHERING ; - METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAIN IICFP ar_ocFPf PLASTER YMYL CORNER BEAD WEEP aGREED METAL LATH FLASHING x w VINYL eeAD "I J' THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP M FIELD NO GAP IN FIELD (SHOWN FOR CLARFICATION OF VA WRB LAYER a, FORTFIBER WILDING PAPER (EXPLODED IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) '�, CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14.A CORNER BEAD ® FRAME DRIP CAP ;: 1 11 EDGE INSTALLATION DRIP EDGE 11D INSTALLATION WINDOW FLANGE WRB L ER M, i WOO CONSTRUCTTON STL= WRAP WEATHER RESISTIVE BARRIER M 2 I/2, CORNER BEAD 11(\ WRB LAYER 4, FORTIF15ER ,' i i - is ABBOTT PARK LOT# 25 BLK# it PROJECT# 04181.000-25111 MoDEsa "AISLE" 2007 GARAGE SlTnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60k,MPH EXP, WEATHER RESISTIVE (FASTENER 4 SPACING @ l' O.C.) BUILDING PAPER BARRIER V METAL LATH i VINYL CASING BEAD J• THICK, 3 COAT CEMENTPLAST 5/6' TYPE 'X' DRYWALL METALS ATHICK, 3 GOAT CEMENT LATH P � ^O PLASTER AP 1 2 L W(TEXTURED 4 PAINTED i FINISH WOOD SHEATHING 6'SELF-ADHERING ' J' THICK, 3 COAT CEMENT HEADER/BEAM CMU FLASHING f PLASTER 1/2' THICK, 2 GOAT CEMENT A VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAM PLASTER APPLIED DRIP CAP NO VINYL CARING BEAD No SsAPIN FIELD DIRECTLY TO MASONRY DATE•. / WINDOW FLANCsE 04/08 21 (SHOWN FOR CLARIFICATION L 14B CORNER BEAD � BLOCK 15B CASING BEAD ® WINDOW s*1A�.E:,/4. -'-°� SEPARATE CLARIFICATION ONLY) 11 IF EDGE INSTALLATION ( FRAME, NO BANDS s TAT ^ 3 WOOD SHEATHING WRB LAYER el, STUCCO WRAP WRB LAYER "1, FORTIFI15ER BUILDING PAPER METAL LATH —� i' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WRB LAY STUCCO l WRB LAY BUILDING METAL L J' THICK PLASTER 6'SELF- FLASHIN DRIP C WINDOIL . CASING BEAD C� WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING WRB LAYER 01, ;i STUCCO WRAP i WRB LAYER 62, FORTIFIBER BUILDINGS PAPER METAL LATH J' THICK, 3 COAT CEMENT IEXPLODED VIEW FOR PLASTER CLARITY) METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER }' THICK, 3 COAT CEMENT — PLASTER WOOD SHEATHING I WRB LAYER 01, STUCCO WRAP WRB LAYER 62, FORTIF15ER BUILDING PAPER METAL LATH 9' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 1'7 A BAND (FRAME) Yi GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER • STUCCO TO SIDING TRANSITION UM LAYER 92, FORTIFIBER BUILDNG PAPER W-s SID[ue WOOD SHEATHNG — LAYER STUCCO LAYER STUCCO WRAP STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD 61IE.ATNMG— MARRIIPA I^IE6I6mE UNAT V SAMORI�K616TWE !1(�' Xml14, 81DMtS uwb RM s I PLA°6LF e1+rt f �\ 1 d / \ 6TAR:ER GTMP I I \ 1 �\ C•ALW PETAL � LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — • . . — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — i \ I WINC \ I \ 6' 6ELF-ADFERMO R.A6mm 6AARR"IER �616TIVE eSARRIEER'o�°I6rIVE I I L R.�RG FERM16 OALVV METAL i 'r K A6NM:4 on CAGW. / \ / � TRIM ATE R i \ \ ` \\ / GR OAP UAcAUL AOR A•• SEALANT TCASM is SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION SEALANT 2X FRAMING MEMBER NOTE.' METAL LATH: LATH TO BE PER SECTION 1 SEALANT R103.1.1 / ASTM C-841-14a, MIN. 2B LEIS. ; PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I i WINDOW FRAME WOW CONSTRUCTION BEYOND b' BELF-ADFERINt3 WOOD 6NEATNMG / FLAeNMG i RE6R171VAE I WEATFER RESISTIVE \\ E0.RMOV2 WAAIIHMONA Illiiff"TIVE / % TO / AGHM MRevtaL''r I WEAT14EEM I,WE616TWE buFIERM9 WEATWM R 1412816TIVE SAPSTARTER STRIPGr I R.GALV�MG \am i WINDOW FLANGE •r L`�N Q /i BIER 9TTO'L AP I ' x 6' 6MILA ` 6• MN ASOVE TOP TRM °F •z• R.A6Nml6 %eenDyM7L CAGMG `` x 6• oil ED lW9i' I'LEXII LE tltlM tEYIGER BACKER IWO) \ / ' SELF -ADHERING V P—ADFERIN6 \ I , I FLA6FIIN6 T s COAT \ ,..:: OR A�VEE0 6 T MR "a6TIVE \ i_. FT M RESISTIVE pAW16MAR ER RESISTIVE 9 K VMYL Ga ER VISA '. C OR IQ DE) SIDING TO STUCCO WREATWER RE616TIVE ® FRAME TO FRAME BARRIER a 19 TRANSITION J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/fie' FLEXIBLE PVC BACKER ROD) \:=LAYER"ISTUCCOWRAP, PPED AROUND FRAMIHKs MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER $2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE \ E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER v I -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP EZ BEAD WINDOW CASING 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 8 I Ip ouloDIv. Ae IATABBOTT PARK LOT# 25 BLK 11ImoJECT* 04181.000-25111 MODEIa "AISLE" 2007 GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EIP. "mu"- - 04/06/21 DATE: OCAI.E:1/4" = i'-a" eitEMT WA4 SE TAIEN IN KEEPING THE VEMPROPERLY 4', S' AND TS' SIDANINCX VANGED IWGNED. VEMPIFE IS SEALED IF URU>ED. NAIL IN PLACE USING I-WNAILSATEACH COMM ROOFING CEI— SNOULDBEN UEO TO ALL SHINGLE EDGES NEAR THE GOOSENECK VEM OPENING IN TIE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMAENDEDINBEVERE THERODOSTAL SHEATHING. ME THE OPENING IN AOCCRDANCE V-TIISE CONSTRIICTIONZLNES. CHARTSI VITHEEVENTANECHANKALVE USED,9GEHEVEMOENINGINEWTH VENTNCONNEd INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS NHENCVrtING THE OPENING IN THE ROOF. RSNI3VE INTERFERING SHIIDLE NAILS AROUNDTHE PERIMETER OF T11E OPENING 50 THAT THE NAILING FLANGE OF THE VENT LAYS FIAT TO THE ROOF SHEATHING. SLIDE THE TOPAND SGLES. UOIANGESOFWVEM UPAND ES TOUNDER VEM FLANGES roLAY ON 9MNTW Ol'L ESHI--.TOM THE TOP OF THE SHINGLES. F ROOF HOOD VENT DETAIL ZEALT N LIE OF W1001 OPENING TEVC PO.D-1 HOUSES TJDC P Al YEA FOLD N AT APPROVED HOUSILRAP OVER SWATHING OVER ^ UD STUD WALL SLOP STEP 1 INSTALL &•— SELF -ADHERING PLASHM OVER NALNG KA NW JAMBS EXTEND FLASHING MIN / I• BELOW MLL \J/\ FLEXIBLE I4.AM/SL' 00 NOT SEAL BO T M --� PIN STEP 6 STEP 7 PIPE AND OVER FLANGE ALIGN PLAMING Elf SIT. EDGE C! SE-L RO. MEOigSGALLY FASTEN FARMED zoom (CAP NAILS, STAPLES) INSTALL OPDN7 PLE1a~ AS h KASNW AT TINS FOLD House~ OCM A TAM DIAGONAL MIT ACROSS HEAD Q WHOM PLUMBING VENT DETAILS PPLY IS• F MTALAN AU SS ANC FPI-Y TO SDOIII NA LANES N 4R-FIIOY IOI-d OR WALL S' UWE AO4EMVN - SAGIQD FLEXIBLE R,A6NM MATEItlAL OVER ORP CAP JONT(PFOTECTO4~ BT-20XL a RQW) Kk�) STEP 6 146�0 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 FMAGNM OVER JOINT UNDERLAYLEM 1 I18PHALT ROOFING CEMEM VALLEY CEMERIJNE LA NNETNERS IN BNDLEO ENOSHNDLE$i 1R'BY MNTEMNE EDW AT tl DEG� -SHINGLES TRIATAED r SICK — F VAUEY CENTERUIE ROOF VALLEY DETAIL SCAM NTS APPLY OM WU (O I(JUAL) SEALANT X NAM APPLIED ILASNNG (LANCO UNITE -SEAL RC-SI ON EOLLALA SLOPE SILL TO Ex NOM IT b THE COWACTOIEO PM$PCNDWLTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS NCLUOM WGWW NSF, SEALMIM 4 SELF-ACHMMO FLAMING MATERIALS USED DURING CONSTRUCTION . WTALL ALL MATNBALS PER KAMPACT NIM WRITTEN 6PEC 4CATIOM SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE CLEAN AMID SEAL JAMB TO SILL JOINTS WITH POW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SNICUlN SHALL DE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING AL INTERIOR PERIMETER OF WINDOW UETH SEALANT 1T_16 TEE CCWACTORS IRSPONSIBILTY TO VERIFY THE CQPATIEILITY OP ALL P1000uGM NCLUCIM SEALANTS X MP-ADHM042 BASHING MATERIALS USED DUENG CONSTRICTION. FLAMING AT EXTERIOR WSOCIIO AND DOOR OPENNSS MULL BE INSTALLED N ACCORDANCE WTW PWAFACTUIIR•S WTALLATION WTIBNCTIOM6 AND APPROVED METHOD IJ OF I = RIOSA LI N ACCORDANCE WTH PECSTRATIOI MANiF.AOTERIs'S INSTALLATION AND FLASHNG WTRNCTWN& BRINIL SEALANTS MAY REACT ADVERSELY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 is N W O i s ArBOTT PARK LOT# 25 BLK# 11 PROJECT# 04181.000-25111 UODZLC "AISLE" 2007 G/►liAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. DATE• 04/06/21 aCALM I/4' = 1'-0* WA5 L_'------_'----.-.--"--------------- --I i --, 2x6 SUB-BANb + W/I'x4' NOTCH / -- - - ✓ END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1 1' DRIP EDGE �>`\ I I I I I----------------------------------- ---- ------ I \ 1/S' TEXTURED I \ 1 1/8' FINISH ® WOOD 1 \\ 2X6 BUS'AND I 1 1/5" 1/2' TEXTURED \\ FINISH 0 CMU j \ \ \� METAL FASCIA CO \\\.--'-----------------------------i WOOD WALL STUCCO, VFROM \\\ I L AI V —EXTERIOR WALL \\ (FRAME OR CMU) \\ `\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED \\ CFOR CLARITY ROOF DECK (BEYOND) \ \ ®ELEVATION 1/8' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER'(, STUCCO W2AP(FRAME ONLY) WRB LAYER 92, FORTIFIBER BUILDING PAPER (FRAME ONLY) / \ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH • CMU \ / 2.6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®PL )4N A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL P EDGE AL KICK OUT PRE -ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/114'x4' NOTCH * END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3 SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�-x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT im ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wll4'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.00m AA a; 0003325 la wig 14 of E � H W f O x L J 8 AB OTT PARK LOT# 25 BLI11 PROJECT* 04181.000-25111 UODZU "AISLE" 2007 GARAGE 81RNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH PRINT 04 06 21 DATE: IaCAL.E:1/4" = 1'—o" SHETE�TT dd A6 29'-8" FM-12X72 do N I 4" CONC. w I ' 5o SLAB 0 O y D'-0" LL ( W LL N a I TOP OF SLAB EXTEN SLAB 1 1/2" O. FM-18X18 — — — — — I 12'-0" 8'-2" 4'-8" 1 1A m R N 1.1 IOF 1.1 0, PVC " 4 X ° I o) SLAB .`CHASE N LL N F to 1 PLACE ELEC. CONDUfT FOR KITCHEN ISLAND I 4 4 N JP TO 2ND I FLOOR 274" �� (FILD VERIFY 14'-6" 2'-5" 12'-10' EXACT LOCATION) I I n n 9 EXTEND r-' 1'1 CW-18X12 — I a of SLAB 1 112" y Z M EXTEND F-24X24 1.1 SLAB 1 1/2] 4'-4" 3'-5" CWC-16X12 '-8" 2'-8" 15'-8" 11 I X c•, � � o o m 4" CONC. w I `7 N R ro I SLAB FM-16X18 v I ml '-4"[5,4. ,4" I 6 �I I6 LL N W G a N SIMILAR y I 11 iAi 4 2 1A 1.1 1,1 SIMILAR 4 4 I 1.1 1.1 I — FM-i6X18 2'-10" 8'-0"L 21'-8" 29'-8" FOUNDATION PLAN SCALE: 1/4" FOUNDATION NOTES i. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-M". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL 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. 11.OINDICATES #5 BAR, OINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR VW VM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS IV, - (2)#5's (+)o-0" FM-16x18 16" CONTINUOUS 18" - 1 ) 's (+)0•-ry' FMC-16x18 16, CONTINUOUS 18" - (2)#5's #5 IN CURB VARIES F-24x24 24" 24' 12, ( s e (+)0'-0" CW-16X12 16, SEE PLAN 12, - (-)(1'-0" CWC-16X12 18" SEE PLAN 12, - #SIN CURB VARIES TE-1 8" SEE PLAN 1 8" /I • 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 ti rn W O x ABBOTT PARK LOT # 25 BL # it PROJECT* 04181.000-25111 MODELS "AISLE" 2007 GARAGE EWING: RIGHT PAGE: FOUNDATION PLAN 60 MPH W. 77 DAtlNT 04/08/21 9CAXX:1/4" f-0" QHEET si rn W O x ABBOTT PARK LOT # 25 BL # it PROJECT* 04181.000-25111 MODELS "AISLE" 2007 GARAGE EWING: RIGHT PAGE: FOUNDATION PLAN 60 MPH W. 77 DAtlNT 04/08/21 9CAXX:1/4" f-0" QHEET si 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED— STEEL REINFORCING IN GROUTED -If( 0. CELL SEE PLAN FOR SIZE AND••� •• > _ Q 0. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS O ¢ SPACING REQUIREMENTS 11. lq. 'r� '.._ GARAGE DOOR /�iC Q U W ... I, I •s RECESS Opp]jj U 7 K a o • FM g K rn Z 8"CMU WALL cr y O 6' CMU WALL ° CORNER BARS, SAME SIZE AS LARGER BAR I to W W= B' O �O 7+ Z ;el �� IN FOUNDATION WITH 30" LEG EACH Iy y +_0,-0„ t3 +- 0'-0" - ? •I.R J WAY AT ALL CHANGES IN DIRECTIONS N ° - TOP OF SLAB TOP OF SLAB I .> ( "� SO THAT THE STEEL REINF. IS CONTINUOUS —y ° I MATCH AMOUNT OF CONTINUOUS BARS I • �I. CURB FOR SEE SLAB SCHEDULE'-. BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1-STORY) 'EXT. •VAND PORCH SLAB -VARIES SEESLAB SCHEDULE TOP OF GARAGE I 4"CHAMFER g _LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �pa MASONRY UNITS SET AT ELEV: W/1/2" ISOLATION6'CHAMFER(2STORY) JOINT (WHERE #q 24�� W! 1fY'ISOLATION (1STORY) 1 . ° ` 6" CHAMFER (2-STORY) 0'-0" APPLICABLE) ZEE SCHEDULE "APPLICABLE) JOINT(WHERE"`"'TT-----" Z EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), UNO 47, EXTERIOR MONO —FOOTING EXTERIOR MONO —FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE n 2 SCALE:34"=1'0 CORNER BARS DETAIL DOOR OPENING 1 SCALE:3l4"=1'-T @ GARAGE 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" Z (1) N5 REBAR VERTICALLY W! CONC. i U POURED CELL LAP TOP PLATE A MIN. OF 46' a S 8"CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFYHT RWALL 10 LAP TO OCCUR OVER STUD PLAN a #4 REBAR 024" O.C. @ CENTER OF a g SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z ? a WALL W/ SYP (�7 `r > L o 7' CAPPED D GALVANIZED PIPE I No 2 STUDS SEE PLANS FOR M. SPACING. SINGLE BTM. PLATE G SECURE ST. PLATE TO SLAB W/ O rS I 1 j NEW REINF. BAR lrZW' WEDGE ANCHOR W/2" E BASE W/FLANGE AN O 0- SECURED W/ 2- PART a 3 SLOACI PROVIDE TOP WASHER SET IN HIGH STRENGTH I EPDXY. MIN, EMBED EPDXY 5-12" EMBED. MIN, 016' OC - b Q &% UNO SIMPSON SPH4 OR SPH6 MAX. . - 4• M a FOLLOW ALL MANF, BTM AND TOP PLATE 4" CONC., REINF. W/ SECURE FLANGE U) SPECIFICATIONS FOR I USE AND ANCHORS W/ 10d x 1 10 M 2 6'7B" #10 WWM ON 6-MIL POLY ETHYLENE SLAB W/(4)1/4" X 21/4" 21 = F PREPARATION OF COMMON NAILS FILL ALL HOLES, DO NOT USE tOtl W V) VAPOR BARRIER ON TAPCONS O HOLE. Z K x 3" SLAB SCHEDULE Wa _ ° WELL -COMPACTED I I a, Q j CLEAN FILL TERMITE b O¢O +-0'-0" [SEE X 1 TREATMENT SHALL BE BORA-CARE— �Q TOP OF SLAB - I! (2) CONT. #4 REBAR 4'CHAMFER 1STORY ( ) 4 F 6"CHAMFER(2-STORY) ` (2) #5 REBAR ON CHAIRS EQ. EQ. SEE SCHEDULE 1Z' MIN. DEPTH INTO VIRGIN OR ENGINEERED SOIL SLAB HEIGHT LESS THAN T-e" _Z it 2,000 PSF VIRGIN SOIL OR 95% W COMPACTED SOIL > QUO PER PLAN 5 BOLLARD scALE: 3l4'•=1'-a' FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION % scALE:3/4"=1'-a' UPLIFT) 6 FOOTING W/ BLOCK WALL SCALE: 3l4"=1'-0" (W/ 1.A SCALE:1'-(Y' LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 1Etl COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE Q a BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/tOtl MASONRY NAIL PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. o¢c m U ADDITIONAL METAL CONNECTORS NOT a REQUIRED WHEN NO UPLIFT IS PRESENT. 0 q1 8" CMU WALL +` 0'-0" POURED LINTEL CONT. (TYP.) �' 8"CMU FILLED CELL (NP.) �'0'' • �-+—«- TOP OF St - �� SEE SLAB SCHEDULE 1°�r- , 2X WALL FRAMING _0 ( SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLABa• Z .0 MINIMUM EMBEDMENT INTO g - "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND 4.CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE y 3 SEE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO— INTERIOR FRAME BRIG WALL TO 9 scALE:34"=1'0" FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) 10 SCALE: 3/4"=l'-0" SCALE: 3/4"=V-0' IS N. RONALD REAGAN BU LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 wwwAbdesigngroup.eom AA #: 0003326 h S A c TM Ae I.OT: MO TT PARK LOT# 25 BLK 11 PROJECT# 04181.000-25111 MODELe "AISLE" 2007 GARAGE 8MING: RIGHT PAGE: DETAILS 60 MPH REINFORCING IN GROUTED ZG EE PLAN FOR SIZE AND REQUIREMENTS REINFORCING IN GROUTED MIN. 10' EADWI+1" NOSE d" z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL #4 REBAR JYP.)PAVERS LSCF PSTEEL 8"CMU WAIL TOP OFSLAB -- . • TOPOF SLAB SLAB SCHEDULE m UZZ1/Y'RADIUS SEE SLAB SCHEDULE 4.N OR °,: CHAMFER b L ° m \ a X TOP OF SLAB a SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY LA—°s'�00O rn w Fr w j r E OJ Q EE SCHEDULE ul �EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE k FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 , `� A 4 AT ALL PAVER AREAS SCALE: 1/2'=V-0" SCALE: 12 =1'1T SCALE: 34"=1'-0" SCALE 3 4"=1' (Y' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ SYP No 2 STUDS SEE Q a SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO SLAB W/ 0' C BTM. PLATE TO BE PT. 1/2'k9" WEDGE ANCHOR W/ T' PROVIDE DBL TOP PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. 0 16" SIMPSON SPH4 OR SPH6 OC MAX. � m Z 8" CMU WALL BTM AND TOP PLATE ANCHORS W/ 1Od x 1 11Z' COMMON NAILS FILL ALL TOP OF SLAB 4 TOP OF SLAB HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE Z w > ° - 4 e ° - 04 EXT. PORCH SLAB 4" CHAMFER (1STORY) O a TOP OF SLAB W/ 1/2" ISOLATION 6" CHAMFER (2STORV) JOINT (WHEREAPPLICABLE) Z MATCH STEEL im CHASE REINFORCEMENT6"PVC PER SCHEDULE 6"PVC CHASE THRU FOOTING SEE SCHEDULE THRU FOOTING FOR WXD, BAR SIZE MATCH STEEL AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 6 sCALE:3/4"=1'-0" (W/ UPLIFT) APR 1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com L AA M: 0003325 q q o QY sQa a tit t IB p❑ $ N W O avBDty. ae LOT: ABBOTT PARK LOT_# 25 BLK 11 PROJECT#f IMG 4181.000- 25111 ODEL& "AISLE" 2007 ARAGE S1RNG: RIGHT PAGE: DETAILS 160 MPH i441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.com L AA M 0003326 tY a BXMDIV. A. LOT ABBOTT PARK LOT# 25 BLK# 11 PROJECT# 04181.000-25111 MODzu "AISLE" 2007 GARAGE 8VIIWG: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL RE_ TO HORIZATIONAL REW/ "I HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. / < -— TO HORIZONTAL BAR0" �.R.LITE.BOND SEAM Z d VARIES PER ELEV. , ' i d. 5 5 e Ia. •d Q Q #5 BARS • a a � 1 FEII jy�10" HOOK O CLEAN OUT REQUIRED d � a '• �. ' —� a 4 'd � .tea ° as Q FOR INSPECTIONcc •Q O I 4mm 1111kkc 0'-0" FIN. FLR. ea TIE ERREBAR ° AL TO HORIZONTAL b Ell -d.:- REBAR W/ 10" HOOK //�y`.- BAR SIZE 48 BAR DIA. Z _� O #3 18, ° C.0 UNIT DIMENSIONS ARE NOMINAL S17ES M5 #6 #� 4z' OFFSET METHOD CONTINUOUS METHOD BAR SIZE 488is- 04 24' O" MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL 06 30' 3 ' SCALE: 3/4"=1'-0" REINFORCING REINFORCING #7 41 1 SCALE: 3/4"=T-(P'uJ C1 W NEW REINF. BAR y 0, a I SECURED W/ 2-PART EPDXY. MIN. EMBED g Q 1 1 6%LINO FOLLOW ALL MANF. to 0 SPECIFICATIONS FOR H K anPREPARATION USE AND OF Z W HOLE. d Uq ad d. STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-U' APR 1441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774.6078 FAX: 407-774-4078 W W"bdaigngroup.com L AA M: 0003326 w f 0 m aunty ac I.OT ABBOTT PARK LOT# 25 BLK# 11 PROJECT# 04181.000-25111 moDELo "AISLE" 2007 GARAGE 81RNG: RIGHT PAGE: DETAILS 60 MPH EXP. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (6) 10d x 1 1Y2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .17T' ° x2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DEBQWP&T cm REMARK O(2)2xe BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fe (Pei) WH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 806 (1)M6 (1)#5 N/A N/A GROUTED SOLID B62 MASONRY 3000 8x8 (1)#5 WA N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003326 1 C Ale ABBOTT r PARK LOT# 25 BLK# 11 PROJECT# 04181.000-25111 MODEL• "AISLE" 2007 GARAGE 8T►ING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH F-pptwT 04/06/21 aCALE:l/4" = f-0" INTENT s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.BS6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 `to ��\,\•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8' w 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ LAP FOR EACH QJ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL � 8" 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. VERTICAL REBAR W/ 10" HOOK ,\Y\•1' ��'�(�iU BEAM W/ (8 #5 BAR BOND BEAOND JQP M EACH COURSE '\O G 8XB BOND BEAM TOP OF • QQ�G�\� W/ (1) #5 BAR '.� BOND BEAM 30" TYPICAL F FILLED W/GROUT ��N U UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL SEEAAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 8x8 PRECAST CONCRETE A\�F.Q 16-1 T/1 LJ LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR=WIDTH OF MASONRY CORNER HEINOMGHT T� OF #&S,TOP e OPENING -2' BEAM DESIGNATION IT IS TNIS ENGINEER5INTENT BOND BEAM COURSE OR REINFORCING OF THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM Bx8 PRE -CAST CONCRETE 6CALE:34"=1'�' BOND BEAM 1 AND XFXX- 1TNM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER SCALE: 3/4"=l'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX -1T/1 MAM INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL F OPENING AND XUXX • 1TIOM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN PRE -CAST :Oa ti4" . WINDOW z SILL z SLOPE 5 OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BONDBEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNER BARS SILL CONSTRUCTION AT CORNER STEP SCALE: 1 1/2"=1'-0" 3 SCALE: 3/4"=1'•0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL > I SINGLE #5 CORNER BAR, 30x30 TURNED UP 9 O I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 II I II / APR 6x8 CMU PIER W/SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. (I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. Ar CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4„=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdesigngroup.wm AA #: 0003325 4 SVHDIV. & EAT ABBOTT PARK LOT# 25 BLK# 11 PROJECT* 04181.000-25111 MODEE.• AIS LE" 2007 GARAGE $TANG: RIGHT PAGE: DETAILS 60 MPH AXP. CJ �am DAE�= 04/06/21 SCAM t/4' = 1'-0* eIEEEET S2.1A "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 SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 "-a16-1T 1T 1Tro8 1T/W -1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH M-IT 8118.1T MOAT 8124-1T 828.1T 8/32-1T 8/8-Is 1e-1TH 1T/1 4-tT/1 1Tn IT/1 W4T 8116.2T MOO Bn4-2r VA4T 6W-2r Y-6" PRECAST 1436 962 3114 4217 5321 0425 7531 T-6- PRECAST 689 1024 Tor PRECAST 15e9 3524 4394 am 0132 7001 2465 6113 e986 7706 9031 10000 15M 3624 4394 5283 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 s687 4'-0" PRECAST 514 763 4'4" PRECAST 1363 3000 3815 4570 5325 8079 1961 0113 7192 6524 7827 e751 1303 3060 3815 4570 5325 8079 4'-6" PRECAST 819 633 1770 2400 3033 3006 4300 4 ' 8' PRECAST 398 591 4' 8' PRECAST 12D7 2582 3376 4043 4711 5370 1846 6743 7s47 e75z 6541 7565 12D7 2707 3376 4043 4711 5379 5'�t' PRECAST 931 1247 1999 2680 3123 36M 4249 5'�" PRECAST 411 411 5' 4" PRECAST 1016 1808 2374 2044 3513 4084 1319 4400 7196 7342 s760 wo 1016 2276 2638 3399 3981 4084 5'-10' PRECAST 817 1024 1631 2090 2549 3000 3470 5-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2016 3387 1161 3693 5877 Bose ma677s 929 2De0 2693 3107 3620 4133 6'6' PRECAST 892 1139 3227 3031 3707 4383 5061 PRECAST 410 721 B 6 PRECAST 835 1201 1578 ION2332 2709 1130 3227 4W8 7054 10000 Ban ON 836 lose 2329 2790 3251 3712 T 8' PRECAST 570 M24M 2206 2098 3191 3885 T-0' PRECAST 303 534 7' $ PRECAST 716 900 1181 1462 1743 2025 M 2406 3406 4804 7067 6472 721 1624 2025 2420 2827 3228 9' 4" PRECAST 426 833 1593 2204 2481 Me 2821899 9 4' PRECAST 192 384 9�" PRECAST 464 588 767 946 1120 1310 no 1674 2298 3061 4099 4 572 1318 1643 1969 2164 2519 101-6" PRECAST 388 487 1247 1767 1904 2163 2028 101-6" PRECAST 161 301 IV-6" PRECAST 356 488 012 755 e99 1042 550 1407 1897 2781 3222 3784 604 1180 1472 1788 1710 1980 PRECAST 330 644 1312 1742 2262 20% 9890 11'4' PRECAST 132 417 11'd" PRECAST 1 430 406 530 653 777 an11'4' 544 1912 1742 2262 2068 9652 488 1042 1372 1643 1470 1710 12 0" PRECAST 306 507 1210 1596 2048 25M 3191 12'-0" PRECAST 111 370 12-0" PRECAST 383 380 476 587 898 783 SO7 1210 1598 2048 2688 9171 440 940 1300 1580 1914 147e 13'-4" PRECAST 270 433 1045 1385 1732 2157 2535 13'-4" PRECAST 82 298 13' 4" PRECAST 308 303 393 484 575 645 414 1045 13M 17a2 231e 2805 399 780 1oS7 1312 1071 1203 PRECAST 254 388 978 1272 1808 1886 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 27e 360 443 628 we14'-0" 390 978 1272 lens 195o lass 378 717 981 1192 975 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'$" PRESTRESSED 2W M506 an 746 855 468 1070 1420 1824 2277 2712 240 863 9E 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR IVA" PRESTRESSED N.R. 252 164" PRESTRESSED 23 884 793 412 12 1014 1340 70 1709 11 2118 2573 230 81e 610 908 908 13 1194 1953 1572 1T�1" PRESTRESSED N.R NR NR NR NR NR NR 1T 4" PRESTRESSED N.R. 163 1T 4" PRESTRESSED 187 320 385 451 687 680 300 8S8 1121 1413 1739 2D47 192 we 72D 501 1135 13t2 1V 4" PRESTRESSED N.R. NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED fez zee Sae 490 513 595 35 296 00 D 1487 46 1718 1B8 420 on 803 960 1098 21'-4" PRESTRESSED N.R. NR R NR NR 21'-4' PRESTRESSED N.R. 126 21'-4" PRESTRESSED 142 219 308 381 454 527 180 38 1168 1468 142 373 $37 090 816 943 22 0" PRESTRESSED N.R. NR TNR R NR NR 2,-0" PRESTRESSED N.R. 116 2T-0' PRESTRESSED 137 228 2B0 e� a2s 497 165 2 1203 1381 137 358 513 ee 779NR PRESTRESSED N.R. R NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 �319 245 302 360 41s24'-0" tee 4 tot4 tu7 124 ass 581 eB7 793 -ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA 0: 0003326 B ABBOT'f' PARK LOT# 25 BLK# it PRGJECT41 04181.000-25111 moDEIw " AISLE" 2007 GARAGE BVnNG: RIGHT PAGE: SAFE LOAD TABLES 60 MPH EXP. Cj FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-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& BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (31/Z'x3112") HTT4 W/ "" E) SYP. PT, WOOD POST DIA. x 5' EXP. BOLT ®s 4x6 (3 1l2"x5 1/2") HTT4 W/ 5/6" ® SYR PT, WOOD POST DIA. x 5' EXP. BOLT r---------T FIRE 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIE�P PRE-ENG. FLR. JOISTS �I i 3/4" PLYWOODI DRAFT STOP �I PRE-ENG. FLR. JOISTS II ft 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS II II II 'I. II II _II I� II II �I A I) II II 4 II II II II II Il II l u 11 ItJ7 11 u -41 1 l IIJ6u LI I uJ10 n I J7n II IrT_l I II It 3q1 8 II II II 11-A- II II II II II I� n u n n uYY n n u n n u u u itII 11I uII u u n SILVIL TO CMU WALL MPSON LGUM46-SDS W/ (4) 3/8" x 4" TITEN HD ANCHORS TO CMU & (4) 1/4" X 2 1i2" SDS I1 I ii iIII PROVIDE DRAFTSTOPPING II II II �I ALONG THIS TRUSS AS TO I LIMIT AREA TO 1000 S.F. 2X4WOODII �SWALL II It SPNDSu� I 4 " I C II I' II II SCREWS I PER FBCR 502.12 I J2 = 11 / 5 \ / 5 \ 11 4 IFS - 11 00 --^-_-_-_-_-_ -� II�c M _ _$ ui =S�SL(z _ 0- eZ W u 0- a. Ir ma PRE FABRICATED IJOIST S24"O�C. MAX =_ _ FLOOR FRAMING PLAN SCALE: 1/4"- V-0" IJOIST LVL TO CMU WALL W/ SIMPSON LGUM46-SDS W/ (4) 3/8" x 4" TITEN HD ANCHORS TO CMU & (4) 1/4" X 2 1/2" SDS SCREWS APR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com L AA M: 0003325 A ........................ e ABBOT' PARK LOT# 25 BLI11 PROJffiCT# 04181.000-25111 )1[ODzu "AISLE" 2007 GARAGE SUING: RIGHT PAGE: FLOOR FRAMING PLAN 60 MPH EXP. --AR NO 9VW MIA) 1 VATIM NT 04/08/21 8CA&=:1/4" = f-0' eHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" {l) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) tOd x 1 }'NAILS TO TRUSS (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON {2) SIMPSON HETA16 TRUSS ANCHOR WITH ' ROOFANALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' X 4", HTSM20 W/1010d TO SHEATHING TRUSS AND (4) 1/4'. x 2 114" (12) 16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d x 1 }" NAILS TO 6', 8" x 4'-0" MAY BE ADDED DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ tOtl NAILS, 2 ROWS, 3'• TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE OIC TO FACILITATE ONE CONT POURED LINTEL 41) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO 1111900 UPLIFT (2) SIMPSON NOTE: APT SYP #K22"x4% CONJUNCTION WITH ACCOMMODATE GIRDER (16) 10tl x 3 *'NAILS TO GIRDER AND S', W x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAIL6, 2 ROWS, 3' CONNECTOR OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/101Dd TO LONGWOOD, FL32750 ADDITIONAL PLY MAX. TO TRUSS AND (4) 1M" x 21/4" PH: 407-7748078 A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-774-4078 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) �' x 5"TITEN HD TO CMU AND (12) SDS CON POURED LINTEL 2x SECURED W/ (3)16d J' x 2 }'TO GIRDER wW WBbdBB( (1 GALV. COMMON NAILS. ENGINEERED WOOD B(t) SIMPSON FGTR GIRDER TIEDOWN WITH 8 3325 COm AA #: 0003325 bQ SECURED W/ 10d TRUSSES 24" OIC, ix2, 2z WOOD FASCIA (2) J' x 5" TITEN HD TO CMU AND (18) SIDS J' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12, O/C FOR REVIEW 2x SECURED W/ (3) 16tl C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) Y' x 5"TITEN HD TO CMU AND (18) BIDS }" x 3" 110 SECURED W/ 10d MA60NRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 1T O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) Z' COVER 8 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL TRUSS/ REPAIR OF MULTIPLE 1 a 1 b 1 c AL : = TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T S G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT L9TA12 20 GAUGE PERELEVATION W/ IOdx1/2 HDG COMMON NAILS. ® EACH END TOTAL OF 10 COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING V-O" TO 30--O" (1) "X" BRACE SEAMS) 30'-V TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE 8'-0" MAX (W/1X4) (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA FOR 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC Ix4 DIAGONAL MAX. PER ELEVATION LVUIJOIST WITH BTM. CHORD PRE•ENG GABLE TRUSS SECURE GABLE TO 2x8 H PRE -EN IJOIST BACKER BLOCK BRACING, FOR LOCATION O C. MAXI W/ 12d's 8" W 5/8" GYPSLIM BOARD OR 1/2' HIGH o U MAY NOT BE STIFFBACK (AS PER STRENGTH CLG. BOARD i�1 F D, REQUIRED TRUSS ENG) 0 -� CONT. 2x4 SECURED W/ SECURE IJOIST TO TOP PLATE (0)1 E I S EACH TRUSS TO BE INSTALLED 7. w/ (2)12d TOENAILS BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES DOUBLE TOP PLATE FOR 2x4 OR 2x6 WOOD BEARING MIN.HT74T' EMBEDMENT H SE BONDEDULE BEAM RED WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (18) ISO x PLANS FOR SPACING. SINGLE 2-1/2" NAILS TO POST., �� SAGP�IBLOp( TNx7M1E86 45M 3/4" WOOD PANELS 8000 (2) 12"vWOOD PANELS so (2) 2^ WOOD PANELS 90 2x LUMBER y a lei e sem 71MOP BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 1!Y' GYP. WL. BD. NAIL SSEE HZE AND PATTERN EET SI. IA FORINTERSECTION POST TO SIT DIRECTLY ON SLAB '°• 1x4 BTM. CHORD BRACING END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10-0" OIC MAXSECURED W/ (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD IYP. �1 BTM_ CHORD BRACING %� BLOCK WALL W/ GABLE END 4500 3/4" WOOD PANELS 6000 (2) 1/2' WOOD PANELS 80 (2)117 WOOD PANELS 90 2x LUMBER Lor° �, ° r �.° SCALE: 3/a'=r-a' PRE-ENG'D TRUSS SCALE'3/4"=1-: • ° . ° LVL/WOOD POST CONNECTIONS 5 SCALE: I -JOIST CONNECTION L.B.W. 4 SCALE: 3/4•.=l'-U' (NO UPLIFT) 24„ 24"MAX. W WOIST 8" END B" MAX SPACING END wfl-JOIST ACIN rP TVP SEE FRAMING PLAN 7777 P END MAX MAX MAX • • E LEDGER 80. . "T THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114°0 i/l EXP. ( 2X8 SVP P.T BOLTIlBOLT W/7 RD W PROM) (2E 2X12 SYP P T. LEDGER BOARD TO 3/4" EXP. BOLT/�-BOLTW/2' USED SO LONG AS THEY CONFORM TO THE ]L� HOLE EDGE >S/B" I' HOLE DIAMETER T� EEU ED WASHER . (TYP) MIN. EMBED. (T1'P) WATH IJd3T 1. ENSURE THAT EXP. BE USED WITH WOIST INTO8OLTS/J-6O_TSGROUTED ARE PLACED Ir AL INTO GROUTED CELLS, 8' ALL JY' MIN. EMBED. (tYP) MIN, EMBED. FOLLOWING unDIV. Se LOT: ABBOTT PARK LOT# 25 m5 BLK# it PR01ECT# 04181.000-25111 UODT " LE" 2007 GARAGE SKIING: RIGHT PAGE: DETAILS (I —JOIST) <2/5 D SGL. STUD 60 MPH EXP. FirAROUND BOLT. FRONT OUTER 1/3 OF 2. SPLICE OF FRONT AND REAR LEDOER 1, METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS M SPAN ONLV LEDGER SHOULD LAP A MIN OFA) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS IG 3. ALL BOLTS To HAVE WASHERS au EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES HOLE EDGE >5/8" 4. EXP. BOLTS/iBOlT3 SHOULD2)2X12 f AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4° WEDGE-SOLTM-BOLT, 5"MIN. NOT BE ANV CLOSER THANSYP PT `IROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 Z O/C. Z THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO B - SIMPSON IUS2.37/i6 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J•BOLT, 5" MIN. °D ;t 5. ONLY LEDGER IN DIRECT A SIMPSON H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 n D� EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 (2) 2(8 CONTACT (REAR LEDGER) WITH REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE APR C - SIMPSON MIU3.-16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. SYP PT CMU REQUIRED TO BE P.T. LEDGER SUBJECT TO FI AND F2 FORCES. FMRFD (?A) iM OAI V T.OMMON NAII R TO HFAOFR ANT1(9) 1O 1-1l 'rAI V NAII R TO.IOIRT BTM. HOLE DIAMETER PLATE <3/5'D DBL. STUD FL-ST2 SON HHUS7.25/10 G <4140 LBS, U < 1810 LBS W/ (8) 3/4"1 WEDGE-BOLT/J-BOLT, 5" M D SIP MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 FLOOR JOIST LEDGER SCHEDULE 62L4 MARK SIZE BOLT SIZE ENDSPACMq CENMAL SPACMp A DOUBLE SYP 2x8 1/2' 8" MAX. 24" O/C MAX. E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/(8) 3/4'" WEDGE-BOLT/J-BOLT, S' MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2' GALV. NAILS TO JOIST FL#17241 B DOUBLE SYP 202 (2) 3/4" 8" MAX. 24" O/C MAX. DAM' 04/06/21 ALTERNATE MATERIALS _ WOOD LEDGER " SCALE: '�"� + r-o• AND BORING LIMITS ' ' 9HEET 1/ . $ BCALE:11/2"=r-0' (D_� MENT DETAIL &__ -JOIST WOOD LEDGER DETAIL S3.1A SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS 8 MPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING = 1 SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 (JOIST LVL 1/Z'HDGNAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL(,�)TO 2 SCALE:34"=1'-0 8" CMU WALL REINF PER PLAN PER ELEVATION Z �cxi P R ELEVATION N'� (2) 2x4 P.T. W/ MASONRY NAILS 12' O.C. 1X2 FIRESTOP SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS IJOIST (SEE FRAMING PLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR EXTERIOR WALL SCALE: 3/4"=1'-0 TO NAILING SCHEDULE ON SHEET FOR ENT TO ATTACHMENT LEDGER BOARDS DBL. 2X8 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. IT CMU WALL REINF PER PLAN I/ PER ELEVATION 6 Z �xY U PER ELEVATION 24" M HOIST IS 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS ® 12' O.C. 1X2FIRE-STOP SECTION DETAIL AT I -JOISTS PARALLEL RIOR WALL LE: 3M"=1'-0 (DM�Zl PRE-ENG GABLE TRUSS - 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERY IF PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRUSS TO TOP PLATE 518" GYPSUM BOARD OR 1/2' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2' A -SIMPSON MTS12 STRENGTH CLG. BOARD 44/44 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM, PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O• •o • SIMPSON SPH4 OR SPH6 BTM 1/2" GYP, WL. BD. AND TOP PLATE ANCHORS W/ 1Od x 1 VZ' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT, 2x4 SECURED W/ (2)10d's IQ EACH FILL ALL HOLES, DO NOT USE 10d 3" IrZ519' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONPR TRUSS TO BE INSTALLED ® 19-W O.C. MAX. x EPDXY 5-1/2" EMBED. MIN. 0 16" 1 OC� 10b 1 MAX. i SCALE: —1-1OC GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °� 8 TRUSS TO POST CONNECTION SCALE: 34"=1' 0 < a• A - SIMPSON MTS-12 U <990 LEIS W/ (14) 10d GALV. NAILS. • 8 B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLYSIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'S,3"SDS, (1) 519- A.T.R. TO HDU4 AND (10) 114" X 21/2' SDS TO POST TRUSS CONNECTION @ L.B.W. POSTTO SLAB OONNECT10N SCALE: 3W=1'-a' A&B - SIMPSON ASU44Z POST BASE <U:1,900 GAS60 W/ 518 DIA. x 6' EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <UA 565 W/ 5/8" AB. WITH MIN. i' EMBEDMENT TO SLAB 8 (26) 16d x 2-12 NAILS TO POST. IS N. RONALD REAGAN 8I LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA A: 0003325 O R 8 9M L T: PARK LOTS# 25 BLit it PROJECTp 04181.000-25111 MODZ t "AISLE" 2007 GARAGE 8wI1wG: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH EXP. 202 DAM 04/08/21 BCAM 1/4" = 1'-0" B*Z=T S3.1B 29'•8" 28'-6" 8'_2" a 3aN Y TOP OF DECK OPEN ,--� i Y 4 a N e N 5'-8" 2'•8" T-8" 9'-8" 4'4" 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-7744078 www.abdosigngroupcom L AA M: 0003325 3 8v8aIV. as M! ABBOTT PARK LOT# 25 BL 11 1pRoJzcT# 04181.000-25111 MODRr4 "AISLE" 2007 GARAGE 8VnNG: RIGHT PAGE: SECOND FLOOR DECK PLAN 60 PH EXP. 2021 1R'NTDA 04/06/21 OCALE:1/4' = 1'-0' 8HEET s4 yy'F LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O.C. BTM. ❑s LAP TO OCCUR OVER STUD 314" DIA. x 8" MIN, EXPANSION BOLT W/ 30 OVERSIZED WASHERS PLACED 16, O.C. 4" MIN. CONIC. EMBEDMENT 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE Ix Z WOOD OR 1/7 PLYWOOD g FILLER(S). NAIL ALL TOGETHER D_ W/ 16d COMMON NAILS, W 2-ROWS, 6' O.C. Lu SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW '1 ' 11�.V 1 SECTION A -A SILL & HEADER PRIMN0 I ® SHORT 2x STUDS BENEATH WINDOWSILLS 2x MID -HEIGHT BLOCKING iD AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 0. SIZEA HEADER N FOR END OUANITY >> F PROVIDE tx WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10d x 1 1/2" O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPH8 TOP 8 BOTTOM 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x 1 AND NAIL 111 COMMON 1!I' GALV. COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL ® ® EVERY HOLE, DO NOT USE- (�,A� 3" LONG NAILS DBL TOP PLATE CONT. (3) 2112 HEADER PROVIDE 1/7' PLYWOOD FILLER(S). NAIL DBL. TOP PLATE ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' 2x6 BLOCKING FOR SHUTTER O.0 INSTALLATION. PROVIDE 1I7' PLYWOOD FILLER(S). NAIL M ALL TOGETHER W/ 16d d' COMMON NAILS, 2-ROWS, 6' O.0 2;lrs 2klft (1) 2x6 FLAT TOE NAILED TO JACK STUD 2z NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6' O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/7' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.C. SINGLE BTM. PT PLATE (AT TOP PLATES CORNER, (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3' O.C. I I NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS U U HEADER SIZE EACH END OF HEADER I HI SPAN (2) 2x6 (3) 2x6 (2) 2x8 (3) 2x8 (2) 200 (3) 2x10 (2) 2xl2 (3) 2x12 VW3pAC2 ojVO.C. BTW VAcw02COC. BTM. MEMBER OF TOPE 0 - 2 R 2 2x4 2 2x4 2 2x4 ()2x4 (3) 2x4 SPAN KINGS SPAN KINGS PLATE SPLICE MUST LSTA18 W/ 10dx3.. GALV. COMMON () (2) 2x ) (2) () 2x8 () 2x6 (3) 2.6 0 - 2 ft 1 0 - 2 ft 1 OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 2( MID -HEIGHT BLOCKING N 2x4 2x4 2 2x4 2 2x4 2 2x4 ( ) �/j4" NAILS. APPLIED TO INSIDE FACE AND ANY PLYWOOD SEAMS 3-4R a O ) x O IF 3-4ft 2 3-4ft 2 JrT TYP. ONLY FL#17244 (1) 2x FLAT TOE NAILED TO W/ (2) 16d NAILS EACH END D JACK STUDS 5- 6 ft 0 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5- 6 It 5- 6 ft 2 O () () () 7-8ft 3 7-8ft 3 0 2x4 2x4 2x4 2x4 2 2t4 2 2x4 2 2x4 2 2x4 8- 10 R ft 3 7-8ft m s EE SCHED 5 9- 1010-12ft 5 10-12ft 4 OR #STUDS 9 -10 ft U 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 24 NDER a 6 2di 6 6 6 2x6 FADER 2c4 2x4 2x4 214 2x4 2 24 2 2x4 2 2x4 m 10 -12 ft 6 2x6 2x6 6 2x6 SEE SCHED FOR #FULL HEIGHT 2xsTDDs TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL IN 1 4" 4" 3X3 OVERSIZED WASHERS PLACED/ 4" SCALE', 314"=1'-d' TYP. TYP. 37' O/C 6" MIN CONOEMBED. TYP. 37 o Ax.,., 16' MAX. 16" MAX. 16" MAX. PROVIDE (3) STUDS 0 NAIL STUDS NAIL STUDS - -PROVIDE (3) STUDS TOGETHER W/ CORNERS LAP TOP CORNERS LAP TO TOGETHER W/ 12d a 12, O.C. PLATE MEMBERS PLATE MEMBERS 12d Q 17' O.C. PLYWOOD SHEATHING, SEE PROVIDE 13) STUDS 0 PLYWOOD SHEATHING, "ROOFNVALUFLOOR SHEATHING CORNERS LAP TOP SEE"ROOFANALLJFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16 MAX. SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" 4�_ C2 D Cl EXTERIOR MASONRY / WOOD PRCORNERSLAPTOP� 2 CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND SCALE' 1 VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d a 17' O.C. BOLTS DIA SIMPSON TITEN 1/ L DIA. SIMPSON BOLTS 5" MINIMUM TITEN BOLTS 6' MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALLIFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16" O/C, VERTICALLY MAX 16' O/C, VERTICALLY MAX C3 NAIL STUDS TOGETHER W/ 12d ft 17' O.C. / SHEATHING ON I A INTERIOR OR vq B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2c6 8 2x8 WALL BEHIND VERT, STUDS SO AS _N TD CFPARATF WDDD AND A?R I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 O A a BUBDIV. & LAT: ABBOTT PARK LOT# 25 BLK 11 PROJECT# 04181.000-25111 MODEL, "AISLE" 2007 GARAGE SWING: RIGHT PAGE: DETAILS 60 MPlrfXP. 1`P SECOND FLOOR DOWEL PLAN SCALE: 1/V= V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 gg ABBOT PARK LOT# 25 BLK# 11 PROJECT# 04181.000-25111 MODEra "AISLE" 2007 GARAGE STrWo: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH j%XP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 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 (4'1. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK GE8CRtIPTION REMARK 1Q (2)2xe BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / TGA. = TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING I 881 MASONRY 3000 axle — (1)#5 (1)#5 N/A WA GROUTED SOLID 882 MASONRY 3000 axe (1)#5 N/A N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 1 1 1 1 1 1 1 1 1 1 1 i 1 1 Qm lO 1� to 1 1 1 I 1 1 I 1 1 1 1 1 ------------------------------------- i 8F8-1T/0M/0B U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 17'-4", U.N.O. GT SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-774-4078 www.abdesigngroup.com L AA M: 0003325 a i a a ABBOTT PARK LOT 25 BLI� 11 P1tojwTd# 04181.000-25111 MODULA "AISLE" 2007 GAisAGE 8WING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH BHEET s5 "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SU8 M-0 e•Ir IT 4-ITIN ITIDS -ITIN TYPE LENGTH gig PLAIN 8/8 SOLID TYPE LENGTH WIT BMB-IT er&Ir 8124-IT Bri6-IT V32-IT 8/8 78 161TH 1TM ITN 1TH 1TA B/84T 8110 zr 8rd0 -ZrBr24 Bn8 2r 8132 xr 3W PRECAST 1436 952 3114 4217 5321 6428 7531 T-8" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5203 W32 7001 24K 6113 8985 7708 9091 10000 180 3524 4394 5283 6132 7001 4'-0' PRECAST 1065 700 2305 3125 3945 47e6 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 45" 6326 6079 1961 0113 7192 s624 7627 9751 1363 3060 3815 4570 5326 6079 4'.6' PRECAST S19 533 1770 2/00 3033 3686 4300 4'-6" PRECAST 398 591 4'46" PRECAST I= 25e2 3375 4043 4711 5379 ISM 5743 7547 67C MI 75s5 1207 2707 3375 4043 4711 5379 5' 4' PRECAST 931 1247 1989 2580 3123 3886 4249 PRECAST 411 411 5 4' PRECAST 1016 Iwo 2374 2044 3513 4064 1319 4480 7196 7342 5780 am5'�" 1010 2276 2638 3399 3961 4064 5'-10° PRECAST 817 1024 1631 20M 2540 3009 3470 5'-10' PRECAST 340 339 5-10° PRECAST 909 1490 1971 2443 2916 3387 ll8l 3893 5877 sm 0548 5776 929 2080 2593 3107 3620 4133 8'-0' PRECAST 892 1139 3227 3031 3707 4363 5061� 8 6' PRECAST 410 721 6'$' PRECAST 835 1201 1578 19M 2332 2709 1139 3227 4 70M 10000 8825 835 lose 2329 2790 3251 3712 T$' PRECAST 570 938 24% 2205 2898 3191 3686 T 8' PRECAST 303 534 T� PRECAST 716 900 1181 14C 1743 2025 m 208 34M ON 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1503 2204 2481 281e 2821 94" PRECAST 192 384 9-4" PRECAST ° 767 948 1129 1310 639 1874 2298 3081 4099 4e99 572 1318 1543 1900 2164 2519 10 6" PRECAST 388 487 1247 1767 1904 2183 2028 10 8' PRECAST 151 301 10'-0" PRECAST 358 40 612 766 899 1042 s0 1407 1807 2761 3222 3784 55044 1180 1472 IM /7lo Im 11' 4" PRECAST 330 844 1312 1742 2252 2e68 300 11'-4' PRECAST 132 417 IVA" PRECAST 430 406 630 853 777 872 544 1912 1742 2262 28BB 3552 488 1042 1372 18/3 1470 1710 12'-0" PRECAST 308 507 1210 1595 2048 2508 3191 12'-0" PRECAST 111 370 12'-0' PRECAST 383 300 476 507 BBB 783 507 1210 1596 2049 2688 3171 440 940 1300 1580 1914 1478 13W PRECAST 270 433 1045 1365 1732 2157 2595 IT-V PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 60 414 1045 1385 1732 2318 2605 398 780 1057 1312 1071 1203 14'-0" PRECAST 254 eee 978 1272 IBM tees 2279 14'-0" PRECAST 71 293 14'-0° PRECAST 279 278 380 443 529 we 390 078 1272 Iwo 1950 2389 378 717 961 1192 975 1133 14' 8" PRESTRESSED N.R. MR MR MR MR MR MR 14'$' PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 82s 748 865 458 1079 1429 1824 2277 2712 240 869 A80 1237 1474 1715 1514" PRESTRESSED N.R. MR PRESTRESSED N.R, 252 15'-4" PRESTRESSED 224 793 2 412 1NR 1074 1340 70 1703 2118 11 51 2513 290 816 810 we 908 13 1194 1363 1572 1T 4' PRESTRESSED N.R. MR MR MR MR MR MR 1T-4' PRESTRESSED N.R. 183 1T�" PRESTRESSED 187 320 365 451 $57 8E 300 NO 1121 1413 1739 2047 192 No 720 501 1135 1312 1W-4* PRESTRESSED N.R. MR MR MR MR MR MR 1W-4" PRESTRESSED N.R. 148 19'4" PRESTRESSED 162 286 348 430 513 595 235 736 959 12DO 1467 1716 lee 429 623 803 950 1098 21'-4° PRESTRESSED N.R. MR MR MR MR MR MR 21'-4" PRESTRESSED N.R. 126 21'-4" PRESTRESSED 142 219 308 381 454 527 180 690 833 1038 Ilse 1466 142 373 537 690 81s 943 22-0" PRESTRESSED N.R.MR MR NR MR MR MR ��-0. PRESTRESSED N.R. 118 22-0' PRESTRESSED 137 228 200 350 428 497 155 6W 784 902 1203 1381 137 350 513 we 779 900 PRESTRESSED N.R MR MR MR MR MR MR 24-0' PRESTRESSEDN.R. 91 24'-0' PRESTRESSED 1174 245 302 360 41824'-0' 129 460 864 824 tou 1u7 12ate 455 581 Bel 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING UCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE ON ACCEPTANCE #: 19-0130.13 F i441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdeslgngroup.com AA #: 0003325 1 IM C Bs 191mv. Z LOT: ABBOTT PARK LOT# 25 BLK# 11 PROJECT# 04181.000-25111 MODE1t "AISLE" 2007 GARAGE BJNRNG: RIGHT PAGE: SAFE LOAD TABLES 60 PH FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 ill" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7l8" LONG, NTH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-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. ROOF FRAMING PLAN SCALE: 114" - V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 s ABBOTT PARK LOT# 25 BLK# 11 PROJECT# 04181.000-25111 moDmu AISLE" 2007 GARAGE OWING: RIGHT PAGE: ROOF FRAMING PLAN 60 P XP. ROOF WIND DIE&GN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 61.20 PELF (71.20) ZONE 3 = 70.70 PSF (80.70) ZONE 2e • 70.70 PSF (80.70) ZONE 3e = 82.90 PSF (92.90) ZONE 2n . 82.90 PSF (92.90) ZONE 3, n 90.80 PSF (100.80) ZONE 2r = 82.90 PSF (92.90) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 180 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 POR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40120).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE or,l IIOFI.t:xITQ SIZE HEAD LENGTH DW TENSILE STR SHANK ASTM 10d RING SHANK, 212" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 3/8' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 23/8" 0.113 Fi667 SCREW -NAILS RSRS-01 KP.F I CK V K I KUAA ROOF SHEATHING EXTERIOR SHEATHING USE 1/7 CDX OR 7/16" O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd 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. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sd RING SHANK GUN NAILS O 4" O.C. TOP & BOTTOM EDGES rn a ZEZ 8 W ZYZ QU NO 2 TYP. EXT. SHEATHING ATTACHMENT ■hem--- 11 mmm� �� ■mmm� I 11 111,111■111■111■111■11`_ „ .. 140TE:: GABLES -DROP GABLE END & (1) ADDL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER Wl BLOCKING D 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS Wl (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING , �p8 Z' DECK SCREWS D 6'-6' O.C. MAX 0 EDGES & 17O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPUCABLE BUILDING CODE STANDARDS: FBC-R 2020, 7tn EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-18 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-OWGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C3314 MAXIMUM AGGREGATE SIZE$HALL BE 3/1r. WOOD: PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRER MEMBRANE UNDER ALL SLA&%ONCROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE N0.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED BINCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED. IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7tn EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP V2 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONA DESIGNSPECIFICATIONS D L E FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' V THE EPA. TRUSS DESIGNS S B N S D G HALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF' LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 K BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. 20 pet TOP CHORD-noncGllam nt TYP. MIN LAPS SHALL BE AS FOLLOWS: p4 BAR - 25" 88 BAR - 70 BTM CHORD +Ion-conwrreM 42" � #5 BAR - 30' 07 BAR - 47 PROVIDE 36'X 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 p6f W/ NO GVPCRETE) 10 Psf BTM CHORD 5 psi BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 80 Psf STAIRS LIVE LOAD 40 psf CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNEDAND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARIN WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST GP (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY IO 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 WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pN, 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' 40pef, GUARDS AND HANDRAILS: 2DOpsf, 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: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30w,, 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 FLORID, MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE Tm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. 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 WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAIUNG 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 -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MU( PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S'+1-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 18 ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED w MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN W MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH ANBOR WEATHER 1-12' FOR AAND SMALLER 2' FOR 88 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31V FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID 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 WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A3&A38M F = 36 I N FORA GLEE PLATES, AND W PES. STRUCTURAL TUBING SHALL A Y N43HA S L BE STAR A5001ASOOM GRADE B F = 48 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE 8 TYPE E OR S F = Y Y 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATNJN SASE TYPE SPACING REMAPoGI APPL__ SIZE TYPE fiPACING REMARKS ,¢Pi FUPIBNG TO IMABGNRYIGONG LAEE HARGENEG OJL NMLI IIY LCNO. GARAGE CO'Ji2 BUJ( TOMA90NRYMlxIC. IM•tlA NO WASHER TPPCON MASONRY AeT_ gQC t III EMBED.. 1•ESO it2'EOGE tleT. SGG, AL EXT ODORS CASE HARCENEDCgL S"QC WINGOWIODOP/FASTENED GARAGE DOOR SLICK YS'tlA OR te'dC(31S"OWI 1"EMBED,1•ENO tl8T., Ir m.SEE NOTES NNL1 tlY LONG. STgGOFRED INTO MASONRIA.OIC TO MASOM2Y,CONC IDAStl1A�R E%PAN90Ne0LT SO'oK:It?tlA) YEWEOIST. vnNoow aucK CASE HAR.NED— S"OIC WINOOWIDOORIFPST — METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x m, eEE Noree NAILI Mr LONG. sTAGGEREo Irvro MAsoNRr;carvc. MAsoNRvrcowc. REQUIREMENTS IXT. SWING DOOR IZ)3't891A TAPCON I1?EMBED.BEND. NON BEAPoNG NVOO I- E%PANgON a•EMBFD.f ETO BACK Sr Pi, SEE NOtES NO —ERFASTNER 1POIC g3T..1 VY—E.. WALL iO CONC.3LAB Z<"� WI WASHER BOLT C16T., 3' EDOEDIBT. I b PT WINC'OW BLCX p,130•PAFr119" B'OG 1"END. DIST.,11R' Pr T09TEEL WL., BEE WI WABXER STAGGERED EDGE peT. NOTES 1.SSTAAPPLES 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 HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED VW TAPCONS GR PAF TO THE SUBSTRATE. L441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX 407-774-4078 wwwAbdesigngroupeom AA M. 0003325 U V a �pg R R a Q rn e ABBOTT PARK LOT# 25 BLK# 11 PROJECT# 04181, 000-25111 HODEZc "AISLE" 2007 GARAGE 81117NG: RIGHT PAGE: DETAILS 60 MPH XP. Cj 1 DA E: 04/06/21 BCAi.E:1/4" = 1'-0' >9HEET SN1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7Q STAPLESINSTALLED THRU SOFFITAT NAIL HEM AND IN VALLEYS ® FASCIA 7J-C J" 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) FASCIA WOOD BOARD BY OTHERS O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO NEL 3Q ( WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 STAPLESINSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR -TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. NELQ3 j" MAX.— I I DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS 1 Q3 J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN SPAN 'L� BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING 'TRUSSMOI / / BY OTHER 2-1/4" EMB. WOOD BATTEN ` DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN f-2X2 WOOD BATTEN 10 HEAVE WIDTH HEAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT—Z CMU OR WOOD SOFFlT SEE DETAIL W SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J—CHANNEL @ WALL, FASCIA @ FASCIA END J—CHANNEL @ WALL AND FASCIA END Q S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. ,,,—STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) 0 DETAIL C J-CHANNEL 08 DETAIL A BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12 A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 t 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdoslgngrouP com AA #: 0003325 J U Is � O a ABBOTT PARK LOT# 25 BLK# 11 PROJECT# 04181.000-25111 MODICte . "AISLE" 2007 GAitAOE OMWO: RIGHT PAGE: SOFFIT DETAILS P 12 rasaar r 04 08 21 DATE: DCAIJ :1/4" = 11-0" ®BEET SDI