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HomeMy WebLinkAbout7627 Broad Pointe Dr99 2007-3EDB-AIS-LE991 HOMES '5� �p��`C \ �GoO \0�,���G Q� 12602 TELECOM [DRIVE, TAMPA, FL 33637 T4&1: (813) 740-0720 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 �B� � ✓CW WeNNIM&}}1 '���. 7M EDITWN ") -ALL I*AI. STATE coins 'OCCUPANCY - RESIDENTIAL. GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B 'BASIC WIND SPEED - Vult=180 MPH VW=124 MPH BDNE - C -EXPOSURE -1-STDRY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV A/C AT BD CL CAB. cLG. CLR CONC CPT. O.T. D. DBL. D.Q. DIA. DIM DISP. DR DR. D.S. ABOVE AIR CONDITIONING ALTERNATE BOARDDE CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED DIAI�TER DMIENSION DISPOSAL DEEP DOOR DOWNSPOUT LAV. LUM. M.C. �. MID. MTL. N.T.S. O.c. PL P.B. PH. PLT. PLYWD. P.T P.T. R.RISER RAD. RAG. REF. RK LAVATORY LUMINOUS M�INE� T Ise TAL�nmESHOLD MOUNTED METAL ON CENTER CALE ON PROPERTYLiNE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED --- RADIUS RETURN AIR GRILL REFRIGERATOR ROOM DATE DESCRIMON 02A4/I0 CONSTRUCTION DOCUMENTS RE-188UED ARCHITECTURAL SHEET DESCRIPTION m4nvn6 FoorING REVISION PER M CouE$ PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AIA—STAIR SECTION DETAILS PG A2—SECOND FLOOR PLAN PG A3H—ELEVATION 'H' FRONT & REAR PG A4H—ELEVATION 'H' 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 tbffM INCORPORATE I -JOIST DETAILS 4 FRAMING PLANS, PER M. 0=6 VIAVAB CONSTRUCTION DOCUMENTS RE-1WAD OB/10A6 DOLLARD DETAIL REVISED DETAIL- 'ADDING CAR TO COND CEAM' ADDED TO SL7A 0I/IBM TRI" ID'$ ADDED TO FRAMING "ET 021A/Ip PLAN MAINTENAWA 04/mill9 REVISED LINTEL SIZE 9 ENTRY 0"6/I5 UPDATED LEDGER COLT SIZE N SPACING STATE OF FLORIDA SQ.FT. CALL. S d*4M ADDED LED L&ITS • KITCHEN a 15AT4110" PER MARL CODES ° LEDGER ea.T SPACING REVISED PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONAL.D REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 DTL. D.W. EA. EIEV. F EXT. F.G./FX. F.O. FIN. FLUOR. FRDR FTO. GA. GAP,DISP. G.F.I. OL. GYP. M. H.B. H.C. MR DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST FDOIDOLASS FUELGAS FLOORISH FLUORESCENT FRENCHDOOR FOOTING GAUGE GARBAGE DISPOSAL OROUNDFAULr CIRCUIT INTERRUPTER GLASS GYPSUMBOARD HOSES,M HOLLOW CORE HEADER RO. S.0 S.D. S.a SILT. SII� SS,,.,. SL. SL. TD. STD. TEMP. o . T.O.P. T.O.S. TYP. U.N.O. V.P. W. ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET HEWp� SIMILAR SLIDING STANDARD STANDARD WALL SECTION TT19FRMOIASS HICK TOP OF CURB TOP OF PLATE TAB TYPICALYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER PG DI —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—NOT USED PG WAe—WALL ASSEMBLY DETAILS ISTFLRLIVING 114 $OFT. 3� RR LIVING I$33 SQ FT' TOTAL LIVING 20M $a. FT. GARAGE 44a $a FT. ENTRY BI $Q F.T. TOTAL pg" � BRIO PATIO w Sa FT. IVADA ADDED WD LAYOUT OV01l10 R PI ACE UBP CONPEcroR6 WTH BRP8Q1 CONNECTORS OWM40 USED STAIRCASE AND STAIR SECTION DETAIL auol�I 7000 FBC UPDATE STRUCTURAL SHEET # DESCRIPTION PG Si —FOUNDATION PLAN PG SI AA —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IHNSTUL�II INT. INSUULHEIGLAATION INTERIOR WD. WOW. W.L WITH WATER` INDOW WROUGHT IRON PG S1.1B—DETAILS PG 51.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S2.2A—SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3—FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS CLARIFICATION. PG S4—SECOND FLOOR DECK PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAM NO PG S4.1A—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. PG S5.1A—SAFE LOAD TABLES PG S8—ROOF FRAMING PLAN PG SNl—DETAILS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA 4: 0003325 N wig lei aVBDm Aa LOT ABBOTT PARK LOT #29 BLK #11 PROJECT# 04181.000-29111 MODEIU " AIS LE" 2007 GARAGE AIMING: RIGHT PAGE: COVER SHEET 60 MPH M. GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Rh EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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 ARCHITECT/ENGINEER 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES 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 R3026 & 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 MNCH GYPSUM BOARD OR EQUIVALENT. a 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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 MINIMUM'' PVC (SCHEDULE 40), INSULATED WITH W 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 FOMM 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, ASTML1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIDE RESISTANT CONS1RUCflON UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH ill GYPSUM BOARD. R302.7. EXTERIOR CEO 1. EXTERIOR CEILING TO BE ill' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH i 1/4' TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OSSMATKON 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 GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/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 SOFFTS 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, (2D20) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12110/20 (RM) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdeaigngroup.oum L AA #: 0003325 4 _LL aUDDIV. Se LOT: ABBOTT PARK LOT #29 BLK #11 PIIROdECT* 04181.000- 29111 MODEL: "AISLE" 2007 RIGHT PAGE: GENERAL NOTES 60 MPH W. 2e.-a' o,• o rr�• �1 1 WN o:o oloo �: 0 i• 0 i� FIRST FLOOR PLAN SCALE: 1/4' " I'-0' eAN -P& a4 SQ.Ff. CAM'S IST FLR LIVING 114 Sa FT. 2ND FLR LIVING 1,233 60, FT. TOTAL LIVING 2001 ea FT. GARKeE 448 SQ. FT. ENTRY 61 Sa FT. TOTAL 2AM Sa FT. SKIS PATIO SO Sa F'T. compooff AID OtADMIG ■D LOADS wa•ospowFORSommauae aRIN� Sam zw 1AINmmwwIMb IEIIYIIB ADTNE FOOTAGE MIN. WINDOW 10 S 31/-80 CRITERIA EXTERIOR SWING 16 S 36/-41 DR. MIN. CRITERIA SAD. MIN. 41 S 34/-43 CRITERIA 16010 O)-ID. 112 S 31ID/-34b BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMIKILONISOM NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENING BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (38 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (38 MAM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE . ITS ATTIC AREA BY NOT LESS THAN N2'02.7Imm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES DENEAT14 HABITABLE RDOMS SHALL BE SEPARATED FROM ALL WA15ITA15LE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TFI ED.) 302.1 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 F is 407-774-6078 FAX 407-7744078 www.abdesigngmup.corn L AA S: 0003325 f 14 I oilII StMDI V. k LOT: ABBOTT PARK LOT #29 BLK #11 PROJECT# 04181.000-29111 MODEL a "AISLE" 2007 GARAGE 9WING: RIGHT PAGE: FIRST FLOOR PLAN 60 MPH EXP. FaB 1 DA'M 02/02/21 BCjkL : i/4' = P-0" SHEET Al 42• HXW4 HALF UTALL W/ CAP r2) ESTERS OF 3/4• PLYWOOD OR r2) LAYERS OF 3/4' 00 FLOOR MATERIAL RIPS FOR SOLID NAILMO A T� TA U Al l SECW! TREADS TO STRINGER 3/4' T/G am FLOOR WK3)y 3' SCRU S • EA SUED 4 SCAMP OE STRMK LN71-MADED SHANC PER FASTENER TO EXTEND OEYOND THICIOIESS SCHEDULE OF elI6'PLOOR SHEATHMG 9'-4 3/4' 2ND FIN. FLR / THE CLEAR SPACE BETWEEN / 1 1/2' THE HANDRAIL AND THE WALL 8'-0' BRG. NGT. MIN. SHALL BE NO LESS THAN 1 1/2' FR nM GWMTT)i AS PER FBCR R311.�.82 / I / rSSM FLOOR V 2X4 RE-IIPEORGMCa / O Q W i 42' W. w WAu w/ 3/4• KICK / / PLATE STAIRS RISERS TO CONFORI to FOCR NOTE: TTH EDITION rMV) MN. TREAD•IO' MAX. RISER•T 3/4- HANDRAIL ENDS SHALL BE E w / 3M RETURNED TO THE WALL OR i0 u / STAIR DATA: OTHER SW MAX VARIATION M ANY TERMINATE INTO A NEWEL I' MAX NOSING / S T 0 R I4 • RISER/n6AD HANDRAIL CIAMIL AR CROSS SECTION TO 1 V4• 1/4• POST. . AD 14 TREADS • OIA 13E . OR PROVIDE S I1VALENT OAASPADILITY WINDERS. MM. S' WDE • MI / NARROW END MN n' WDTH • 0• FROM 3-2x12 SYP STRNOER / NARROW END 34' MPL HANDRAIL NOT. REINFORCED ULIX4 aY NOTE: • R / WICONT. DEAD OF SID-FLOOR ADHEaVE NOTE, .ENCLOSED ACCESSIDL.E SPACE IDER I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A C I _q• ^ ft-400 OR SIMILARE • STAIRS SHALL HAVE WALLS, UNDER DIAMETER OF ii'! 2" OR A NONGIRGULAR CROSS SECTION WITH A EA HORIZONTAL RAI / STAIR SURFACE AND ANY SOFFITS MWTEOTED ON THE ENCLOSED SIDE PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND v :1" 2 X 4 RE-33:ORCMO WTH V2• aYParl 00AR OS. POOR 302.1. A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES D / Mom uma 6 -81 Oa SHALL HAVE A MINIMUM RADIUS O' 1/8'. TOP Isd 0'-0' FIN. FLR. PLATE 0 2X4 ATTAcHED 0Nod 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF S-Mftm Wo SL.AIS mniIN S• FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY OF RACN END, S2' oc. 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.G. 2020 BAR DETAIL A SCALE: iR'.I.0 B STAIR SECTION C HANDRAIL SECTION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,5078 FAX 407-774-4078 www.abdosigngroup.com AA N: 0003325 SUNDM an LOT: ABBOTT PARK LOT #29 BLK #11 PROJECT#T 04181, 000— 29111 "OD219 "AISLE" 2007 GARAGE 8WDgQ: RIGHT PAGE: STAIR SECTION/ DETAILS 60 H EB 1 DAM 02/02/21 8CA=q/4• = 1'-0" QiIEET A1A 3052-SH CI OC66 r • O i r• r• r o r• r, r• r, r, r� r� r, r r• r• r• .iR/pf -OFI �(07L-DFi McME88 EC4RE86 II'-0' 10'-B, 8'-0' 29'-8' SECOND FLOOR PLAN SCALE 1/4 . I'-V d N.RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroupx= AA #: 0003325 a fg aunDIV. de Lot.; ABBOTT PARK LOT #29 BLK #11 PROJECT* 04181.000-29111 MODRIA "AISLE" 2007 GARAGE B U40: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. 23'-II' BLD HGT SWINSLE ROOF FYPON BKTIIXII OR EGUI VALENT I1--d' Imn FI G BRG. HGT. I'-�RG. HGT. W RAISED v I I BAND (TYP-) E I EEI I W RAISED BAND (TYPJ 6' RAISED BAND rr I I I 6' RAISED RAND V-4 3/4' 2ND I FiN. FLR - ------- -- - — - — - — - — - — l FIN. F� LR �S'-0' IST FL - — - — - — - I 'A IST FLR. BRCa HCaT i ---- I I BRa. HGT. ® COAG4 1 I� I I I LKsNT 0'-0' FIN. FLR , � _ _ I _ _ — _ _ _ _ — _ _ I I _ 0 -0 FIN. FLR 11'-4' 2ND FLR BR's HCsT�-- I'-0 9'-4 3/4' 2ND _ FIN. FLR 8'-0' 18T FLR B.. P.T.s— - V-0' FIN. FLRoo FRONT ELEVATION TEXTURED FINISH 'TUSOAN' REAR ELEVATION TEXTURED FNISH I i 4B I I I I I I Q-VW 2ND 1ST FLR I BP r�:r1-Ir= I I I I I I I AREAOFATTIC = 1273 SQ. FT. N ET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1273/300 = 4.x4 VENTILATION AREA X SQ. INCHES PER Fr.(144) 612.04 SQ. IN. MIN. REQUIRED VENTILATION = .5X 611.134 IN UPPER PORTION OF ATTIC = 305.52 SO. IN. OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT 305.52 /139 OTALMOF VENTS REQUIRED 2.21391 TOTAL NOF VENTS PROVIDED 3 'AREA OF ATTIC IS THE PERIMETER OFTHE HOUSE, LESS THE OVERHANG (EXTERIOROF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 14' THM 2 COAT CEMENT FEASTER AF7•LIED DIRECTLY TO MAGONRY- 4'x4' GALV V-TYPE R.AENNG SIT N FIDERGLA66 SNNGLE6 WANDERL.AYMB4T A6 PER FOCR 2Xi GYP FIT LEDGER W) 1061E ROOT 6NEA 112W TIIfADD RD 32• AS PEGHCNSECURED F-M OG. 4 UT14N i• OF MACH FASTENER OC 4MX LE END MAX SET M GR'IPSON LUSdi HIGH 6TRB4 EXPDXY 2ND FIN. FILM (FM ELEVJ .L �� O. i' MIN !t"EID. 2.6 GYP IPAFTEM OR PRI-ENGTO Tft"— RDDF xoPE PER --- I ELEVATION 2X6 GYP FIT LEDGER Iw MIN. IA6. OSS "ATNNG V2W THREADED ROD GL"ET TO of ee.. TO 32' Or- 4 UT14N 6. OF 2X6 MEMSEM UV Sd NAIL.6 EACH BPD MAX 6ET N 3. OG. PEIWI'E7LR I'-4' GR'1•60N Now STRENGTH LUO-26 W) (4) WOO 2,_m• ■)O-ow i' MN grow. TO LEDGER AND (2)1044'4 TO 2xi JOler CHANNCL FOR GOFIFrc OVERHANG DETAIL ENGINEERED WOOD tRPBeE6 • 24. OC. 6USMIT 6HOP DIIIII SEALED DY FRCFE6610NAL ENOmmt FOR REVIEW AND C XIIEM PLYWDOD 61EATNSO SEE 6TRUC7URAL ( wrap FLJt plll HGT. - — - - RDCFGIG AND FLIANM6 nv DItlP7//AVfT-bIWASsW iT"e�eALywEDG! PEMNFR WARRANTEE sTwPelwu IEp)IIEi'IE4T6FASMA L111TH SPEAK META VENTED COMFIT PER ATTIC eAI.C'G -� J In' THICK 2 COAT CEMCIIT FI°LMTER AM -LIED DIRECTLY To MASONRY RAMP TR2'I PER ELEVATIONG 2ND FILM 9041M PER PLAN RAKE SOFFIT DETAIL Boo .1•-0• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-7744078 www.abd66lgngroup•com AA A: 0003325 IU9DIV. A6 LOT ABBOTT PARK LOT #29 BLK #11 PROJECT* 04181.000-29111 WoDEL: "AISLE" 2007 GARAGE XWMG: RIGHT PAGE: FRONT & REAR ELEVATION " H 60 MPH FEB rasaa��a 02/02/21 DATE: aCALE: t/4" sIiEET A3H 11'-4' 2ND FLR BRA. HAT. I 46 I I I V-4 3/4' 2ND �, I I "R. ------17—f 1ST FLR,J, BRA. HLT. ----- - ® I I I I I I 0'-0' FIN. FLR, I 11'-4' 2N0 FLR Q. T-4 3/42ND w FIN. FLR-- S'-0' IST FLR,w BRG. HGT. - — 0'-m' FIN. FLR. LEFT ELEVATION TEXTURED FMISH RIGHT ELEVATION TEXTURED FIN1814 O11'-4' 2ND FLR BRA. HGT. S'-4 3/4' 2ND - —� FIN. F� LR $'-0' IST FLR —� B _ o&-0' F I1'-4' 2ND FLR T. _3_14�' 2ND FINY pLR IST FLR B oV'-0' FIN. FLR, 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32780 PH: 407-774.6078 FAX 407-7744078 wwwAbdosigngroup.com AA 6: 0003326 a °r3 7 H i aumty ae tAT: ABBOTT PARK LOT ##29 BLK ##11 Pvto"wT# 04181.000-29111 MODMU "AISLE" 2007 GARAGE OWDM: RIGHT PAGE: LEFT & RIGHT ELEVATION "H" 6 PH EXP. ELECTRICAL LEGEND SYMCOL DEFINITION NOTES -e InV OUTLET m At" SNSLE POLE IIOV OUTLET EOV OUTLET 10 Q Curur up= TO Su2M cwl IWV OUTLET SaEPM WASPID PALL MMIPTER (TAMPER RMMTANT TITS) @ 220V OUTLET (4) VON CO NC710N 0U�# tt OiR Va WATERrjWCP OUTLET 6MM PMLT NTEREPIER WATCH 04NTCM S-my OPER $4 SU#TCN 44AY OPER il m WLL MOIMED � \� L1E1R CEILM6 LKM4T © LED OA LIBHR ©vp LED VAPOR PROW LOT O Vp VAroR PROOF LISHr O14EClSSED CAN Y114T. PAN I CTM PER Sa IT. va4t. FAN E9LlaMr I aM /!! sa Fr. v FDCIIA! (SrEC'1 TBD SY 2-BULB u44AP ® ARgND LU AROUND (EIAa I71T.) r Rlta4Esea(r 4' PLUORESC M p --a-+>�+ C 4' TRAOK LI6M O PMIL db METER 0 SD. smOKE I2ETIreraR sE7SlE�Ie+IIL � rl= U �1 Iwu MOUNTED snow OSTICTOR RAIL IAae.r 91L.tlEIlN0llK ®CAS S/CO •toll plfctaR QOPO° Ill em Ntaei-eol#. SMALL I2E A DISTANCE CI NOT LmE TMBN 4' P"m WALL roDANr LOWT L}� LRAL M. OUTLffr ► TEL@NRS JACK U24 TER pM jQ.Y JWOB liE AAIi IEe4204 Em AMU ON Ia 1111AVOON JACK EEM-0-0-Momm O J-BOX TO M IPPORRD N ACCORD; 9YSOX MARKED AS ICI FOR mormclum CELNS BON folaum CELNS PAN&04r TO M aPPORTSO N ACCOMAICE W BOX MAP!= AS MICA POR t�acn 24' NCMDESCRNT LIGHT STIIP nnnennn WLOW nnn® AS- NGMDLOCENT LOW STOW ROOD L— KP OPT. SECmrr wn•Aa HE PAL PIRN-mumm POR C1PIS um PDRT • LOCATION OF TV JACKS 4 m4am OUTLETS 4 PINS TO BE VERPED • MOMEC92a1S PRE-CONSTRJCTION mmmok • ALL 0 4 20 AMP ORANCM CIRCUITS TO INS AMC FAULT ROT PECTED TAR E.EOTIICAI. PROVISIONS OT HIM Till EDnION r2em� 4IaTe 2Len Zan IDITIO/l • 20 AMP DEDICATED LAwmRY CRCET. • GN • ISLAND (NOT ON KITCMlIN CRCWT) • DISHIW G ER 019024MICT TO a LOCKOUT M PANEL • SATHSOCM E)04ALMT PAN TO WAVE MN. CAPACITY OF 80 KSM INTERIMENT PER ELECTRICAL PROVISIONS OP SECTION MOM3 PBCR TTM EDLT1eN (1dOel LAUNOW PlODM IsclrrAae EHtaLL Rx dREallo FAULT ClOWW-MTE— lER PROTECTION NOR PERSON IL ON POND M • YRIIS METHOD SMALL N NON METALLIC CABLE PER ELECTRICAL PROVO" OP ACR TTM M (2e2e1 • ALL WINK TO COMPLY UTM ELECTRON- PRDVO" OF THE Pam Tao no (2e2a1 •'Rs a .._. am-, - N TaaeaY 1SPIr9B4T TYra P4m SS ATIeN orNeIENSAINY gem. 1S4eA1 Lacuvm C . 7 DmN PIiE-WIRED CL.G FAN `J , OUTLET FOR DW ' I / I GFI 1 ' 1 SWITCH IN I 1 `1 jo 0 L1 CARNET L L ] \HOOD WIRE tLw � OUTLET FOR I L L \FUTURE MICRO. ' c I / � — CHIMER _ RANGE L O I CBj 1 R GPI a P8. FOR I 48' AFF. GARAGE / DOOR r I ' I ' ENTRY PANEL A PANH:42atbmWw VOLTAGE 120/240V-1Ph W t15OMpML0. FEEDER3N10Cu7FW4&1-A80u(17inTG CR3-MAL1WU4&1-1T4Cu(QinTC. 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Dmurld FacbrQkdotlorR: ABBREMATION13: A37: AACFALLTaRIITINrEFOWTEt Na N34CON3CENTLa4D GR: GROLMDFALLTINIEULPTEi TctW load mdain4rdfd. s75W Mid 1000Dvab at 100% 10000 RlrrNrd v d40% 19000 AIC katl LOADCMGIA.ATION 18 ROM ON NONONCOCJCOBfi LOAD TaWOarr dWL.1dWYIW 3MM TallMp(vdb/210•db) 12SB C#IRRa1LI I &Rr MweLoad Taw NC ftm Feat GanW Lb 8 R. 3 W / Sq Ft 441m i $ at10D% grow Gaeta Lb&Rac PENA CId51R I IZ 507 20D7 ee¢i SS BOBS, T6�waAB 8088 I ( ' I L I O — — — — — -- 2' STEEL LED LIGHTING PEIIPE (il-LARD ® PEDESTAL SINK ' KEYLESS GA$AG If ELDR FIXTURE VERIFY Loa I6 GFI IRRIGATION 1 GARAGE OUTLETPom • I I F'REWIRE 48' AFF. GFI 150 AMP ELECTRICAL RISER I NOT TO SCALE. - - - - - - - - - - - - - - - - A. � ELECTRICAL MATERIALS AND INSTALLATIONS SMALL CO'7PL.Y wTW ELECTRICAL PRON810N8 OF THE Pe(.R IT14 11), LOCAL CODES. AND ALL LOCAL FOUER COACH COMPANYREGU"REMENTS. LIGHT C. ALL CCNOUCTORS SMALL BE TYPE TMFSIRMIW UNLESS, NOTED OnCRIUSE. FIRST FLOOR ELECTRICAL PLAN R SCALE: 1/4' . I'-m' GRADE MROVIDE NW AMP, 00A40 VOLT, I PHASE SECONDARK ELECTRICAL SERVICE. PROVIDE 3'1 COPPER (CU) IN 1-I4" CIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 9/O ALL11HJM (AL) IN 2" PIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS, PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UT14 THE ELECTRIC COMPANY PRIOR TO 90. PROVIDE 3.2/0 CU, THM • 1% CU N 2' CODWT OR 3 4AD AL. TNM • 1% CU N 2' CONDUIT OR 2/0 AL SEA (CONDUIT TO TEPO-NNATE ABOVE SOFFIT • OVERRA 00 CQ'IDMATION BE. 1 00 AMP DISCONNECT SWITCH ANO W440 VC M ELECTRIC METER IN 1 � NEMA SIRENCLOE3lE PANEL EIOARP sERVCe CABLE TELEVOON ENTRANCE I I I I umvics EQUIPMENT M NTERSYSTIM 030NDNG TERMINAL AT LOW VOLTAGE CONNECTIONS I " CU SERVICE GRCLSO CCNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL P400VI810N8 OF THE ®CR Ilk EDITION (2O/e). SIB" CIA X SI PT LONdr COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdaslgngroup.com AA #: 0003325 J II 4p IA EtMD:v as i4OT: BBOTT PARK LOT #29 BLK #11 PROJWT# 04181.000— 29111 1LODEL/ "AISLE" 2007 OARAGL' 8AINO: RIGHT PAaE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e IMV CUTLET 70 AIT ONUS role WV OUTLET IIOV OUTLET VJ OF OYn.ET UP= TO warcm am '""m %vv OUTLET EOYIPW ON7RO PAUL I YRPf TYM� 770V OUTLET (4) OAR CCNtCTION �-• TIP Ma IATMIPMOOP VMJT GROUND PALT M6eaPIR SUATCN OUTCN s-IUAY OPER awrcN 4-UTAY OPM MLL V LUSIR�ED CEILING LOW © LED CLG LIGNT LOP VAPM © VP FROM LIaNT O„ Ip VAFWR PROOF Lg/R OCAN PAN 1 OFT FM S6 FT. VENT. FIN YIIL.IOMT 1 CM PM SO. R. VAVMW mxnm (MFIC'S TUD ET 7-aULe OIOM ® (RECCE ) AIOOIPO T "WASYAOAP � JOOdEO (SuIAIk' MMJ R.UOPEOM T 4' FLUORESCENT .g-g-�g. 4TRadc twlrt L� PANEL mffrvt OSD. W-xm omcwm ItT I �.1 YMLL 1 maw WICKE PETNCTOR MATT. eAG[.Ir ELnasoalst 6O aim offm=m �'� MLWTaIt T � Off A OF NOT LEM THIN 4' PfOMR LIGM NATM4L 4" CUTLET ► TELSRCTM JACK UTATM IMATM DRcaISecT AOL SM AM ON F� TMXVIAIONJACK LM O J-pK TO M USY•ORItD IN ACOMMANCE W IM MAIM AS S CM FOR AKG CtLA1S R4N,LIONT TOM SUPPORT® N IOOOICiAHOsox AS SUCH F=OIe pp 74' MCNOEaI LIGNT STRIP AOGG�RI %' LIGHT a,RP P 4V IMANDROCENT LISWT NRP FLOOD LISNf OPT, IncUMITY KarPAD • PA WEN-eu7TON FOR CNPUO um mw • LOCATION OF TV mam 4 PNOI! OUTLETS O FANS TO M VERIRED ° NOMMCINeR PM-CCWTRlCTICN MM IN& • ALL 0 4 70 AMP ERANCN CIRCUITS TO M AM FAULT FROlEC1ED PER ELECTRICAL PROMSIOW OP FIRM TTN eeITU7N r7070) • MG Ind 7ANT lXTICK • ED 70 AMR DEDICATLAW40W CIRCUIT. • GPI ° ISLAND (NOT ON KFCMffN CIRCUIT) • DISMAATMR DUICOM MOT TO M LOCKOUT SU PANEL • DATHMOM DOWAT PAN TO NAVE MIN. CAPACITY OF M CM EiTIIAMITTINT MR ELECTRICAL PROVISIONS OF SUCTION MIMOU' • LAUNDRY ROM GROOIEO FAULT CIRCUIT-EdtERIR1eR PM7rMCTION PON PERSON"". FI7EDERS • UARS4S MMTNOD MALL M NON MMTALLIC CA. PER P ELECTRICAL Roval" OF Pad! TTN e] (u7e1 TO RK • ALL WOCOMPLY SITN ELECTRICAL PROVI&I" Q TTM FaIC1S TIL eD r7O]Cl . ALL LAI•�e SNALL p Apl pr•+pn eY ewLee! Ma LOWITIN2 MPCIENCY) ]4!E' e'Ni, IGRION R414.1 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • P-V —_--__-----\� I � 1 I I L I I I 0 I i I I L I I I � I LED LIGHTING @ DBL. LAV. BATH N � I i L I I I � I I I n I I � I I m I / II' LED LIGHTING @ DBL. LAV. BATH 4 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 FM: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA N: 0003325 SOON aUDDIV. Ak LOT: ABBOTT PARK LOT #29 BLK #11 PROJTOCTp 04181.000-29111 MODT "AISLE" 2007 GAMAGT0 9VfMG: RIGHT PAGffi: SECOND FLOOR ELECTRICALPLA 60 PH EXP. FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • P-0' SECOND FLOOR PLUMBING PLAN SCALE: V4 . V-0' VTRI. .rL,U1Vlt311Vu nlJnn DIAGRAM 1 N. RONALD REAOAN 81 LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 wwwabdosigngroup.com AA 8: 0003326 1 i L etmDm a. LOT: ABBOTT PARK LOT #29 BLK #11 PROJl7CT# 04181.000-29111 "ODEL; "AISLE" 2007 CARACE EN MO: RIGHT PACE: PLUMBING PLANS 60 MPH EXP. HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB s MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLOG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER PFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN IO FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $HALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC iTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH POO 1T14 EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILINGS AND WALLS 844ALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH 15ALANCNO DAMPERS. II. DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR 000 O CEILING EXHAUST FAN CEILING EXHAUST FAN s LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILhyG O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL SECURE STRAP TO PS T UNIT SIMPSON WB ROLL STRAP THRUNSER y 3/4' PVC CONDENSATE DRAIN LINE OR EQUAL WALL EVAP. TRAY y PVC SLEEVE TO LINES BELOW BLAB PLATFORM T RETURN REFRIGERANT LINES TO CONDENSING UNIT 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) 'SXI 1/4' SHT. MTL. SCREWS TRAP DRAIN LINE AND TERMINATE N AN APREDED DRAM,PER CONDENSER UNIT FBCR 1TH EDITION (2020)) MECHANICAL BLDG CODE SECTION 3017.4 CONNECTION TO PAD HVAC DRAINS NOTE- MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRICTURE SCORIATED NICKEL FIN, FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA, PLUG BRAGS PLUG �"—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 96000 INSIDE SERIES NICKEL DRAW TOP CAULK P.VJC OPTVSPEC OFLOOR SLAB CLEAN -OUT TYPE FIN. GRADE OR PAVING SEE SPEC. 1'-81xs' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT TYPN FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX 407-7744078 www.abdoslgngroup.00m _--- AAM:0003325 _ J wig BtMDM ds IIAT' ABBOTT PARK LOT #29 BLK #11 PROJECT# 04181.000-29111 MoaE1a AISLE" 2007 GARAGE BWMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH ------------ LA W.I.C•� X4 8X4 BH 4. w z BDRM.j4 � O " H I toxb 14X6 -- Imx6 I I1` III ii ' SUPPLY t2X12 12XI2 16Xt6 CI6 I I - --J 07 O WALL BDRM.#1 12' 1' t4X6 I BDRM.j3 I BDRM-2 SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 " P-m' 11 N. RONALD REAOAN Bt LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngioup.00m AA 8: 0003325 a I oil I 3 avaD M ee LOT: ABBOTT PARK LOT ##29 BLK ##11 PROJMT* 04181.000-29111 MODZIU "AISLE" 2007 CFARAGS BWDra: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH E . FEB 1 DATE: 02/02/21 aCA=:1/4" = 1'-0" M2 2X4 TOP PLATE PRE -FAD TRUSS PARTITIONS SUPPORTING L12' DRYWALL WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE N01 LESS THAN 2x4, WHERE 2x4 WOOD SPACED NOT MORE SECURE ST. PLATE TO SLAB STUDS *24' THAN V O.C. OR, NOT W1 Wd MASONRY Oo. LESS THAN 2x6, WHERE NAIL • 32' OC SPACED NOT MORE MAX THAN 24' O.C. BLAB Im FLR (H)TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'.I'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR IObJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUBB MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLRIL I'-0. TYP. O.H. BOND BEAM - SOLID GROUT W/ (1)- 9 (2) COURSE Fj/a' GYPSUM IN OR 1/2, HIGH STRENGTH CL.G. BOARD 5- DIA, SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION '�—R-4,1 INSULATION WNDOW ATTACHMENT V SPECIFICATIONS PER MANUFACTURES BPECIFICATIONB REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. a' cm 1/2' GYP. WL. W. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR IM.I.I. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT FOR LAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR a Y ,a q. n W/ WINDOW OPENING TYP. WALL SECTION " " NO OPENING NOTE• PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN (:j�)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE' 3/4*-1'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 496S TYPE IV, OR ASTM D 6151 M"m a"LN eo. tfl�NGAS LINE THRU BLACK D vr.FW FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 905J.1. ROOF SHEATHING THICIOVESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9' 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL BREATHING 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 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ur ram 2 COAT - FIORTLAFO Go." RA~ AITLe37 DII'mmy TO MAeOWr pm calla w ov"o r cm em STIMAcri L FM wta:owcm'�xr an P.T. uD ATTACN:D TO FILL C&L AS Put AFFwOVAL wao. eeALAW . eaom ue woo s GARAGE DOOR JAMBS D1 SCALE: I I/2'•I'-0' FIBERGLASS SHNGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.IJ. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET *PER PER FASTENER SCHEDULE 71� STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS - MTL. DRIP EDGE PRE_ENG WD, TRUSS 2x FASCIA PER `X. ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL. DETAILS WALL SHEATHNG SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SWEET SNL SECURE PER PER ELEVATION FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS _ FERENCE STRUCTURAL Ix2 P.T. PJRRNG STRIPS • 24' O.C. 1/2' GYP. ILL. BD. ' CMU �— WOOD BASE a' CMU e a . a 4. H W/ WINDOW OPENING �_ TYP. WALL SECTION V NO OPENING s 1—STORY GABLE BLOCK WALL 21 SCALE: 3/4'•1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774.8078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 OWN A I I IA I_.O UNDIV. ae BBOTT PARK LOT ##29 BLK ##11 lCJUl cTfp 04181.000- 29111 MODLIA "AISLE" 2007 GA %AGM SwIN'G: RIGHT PAGIC: DETAILS 60 M E . E F-pummT 02/02/21 OCA=1:1/4• = 1'-0" aI'm= D1 FIBERGLASS SHINGLES FIBERGLASS SHMILES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER POOR W51.1. AS PER FBCR 905.U. ROOF SHEATHINGS ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. ER PRE-ENG WD. TRU ER 24. OZ. MAX. LEV TION 24. OZ. MAX ELEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BAIT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED ON. I 5/8' GYPSUM BOARD ELEVATIONS I, 0, ON 5/8' GYPSUI.9 BOARD SOFFIT TYP. OR IR' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CL.G. BOARD VENTED CLG. BOARD REFE IWNCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL 4.1 MSUL. REFERENCE STRUCTURAL -4.1 INSUL Zm O I I a w J w p' r 1 WINDOW ATTACHMENT W m AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED m 3/4' T G BUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT a. GLUED AND NAILED 1/2' THICK, 2 COAT `� SCHEDULE PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT O PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY IfELEVATION MASONRY w m IX2 FIRE•BTOP IX2 FIRE -STOP EV TON SEE STRUCTURAL SEE STRUCTURAL RJPER L LEVATION V 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR IR' HIGH STRENGTH CLG. OR 1/2' 14444 STRENGTH BOARD CLG.BOARD ER oLtIfELEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.IINSUL. R-4.IIN8UL. u w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK 2 COAT IR' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER,Ix2 P.T. FURRING 1x2 P.T. FURRING DIRECTLY TOSTRIPS NO24' O.G. PLASTER APPLIED STRIPE • 24' O.C. MASONRY MASONRY 8• cm DIRECTLY TO 8, cm I/2' GYP. WL. BD. I/2' GYP. WL. BD. WOODBAD IX2 FIRE -STOP WOOD 9 ASE IX2 FIRE -STOP -AN a. a. E n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'.1'-m' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.00m AA #: OD03325 Ilk 04 9 IA UNDI& L.OT V BBOTT PARK LOT ##29 BLK ##11 pnon CTst 04181, 000-29111 moDELe "AISLE" 2007 GARAGE 9WING: RIGHT PAGE: DETAILS 60 MPH W. im 2X6 P.T. • CENTER OF DOOR HEADER SECURED W (1) N' X a' J-BOLT W/ 4' MN EMBEDMENT YV 2• X 2' X VW WASHER 4 NUT OR W/ (2) V2' X a' ANCHOR EOLTS W( W MN E-10001 Elf W( 2' X 2' X VE' WASHER 4 NUT' O w ■ �NNNNNNNNNNNNNNNNNNN� Y � ■ w 1101 „„M ..d I® IU? GARAGE X DOOR DULTC A CHEEK ® IS f6)112' x a' IN. Wll OR ANCHOR EIOLTS, W/ 4' MN EMBEDMENT, UV x 2' X WUt4SU4ER 4 NUT. (1)WTHN V OF TOP, (U WITHIN a' OF THE STM, (!)EVENLY SPACED. INI I J 11 r NOTE& ALL ANCHORS SHALL BE N ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE 6TRNGENT GARAGE DOOR 1 BUCK ATTACHMENT 3 Ruti w•. e 2XM EE 2X4. BE 2X4, ED SECURE TO BLOCK UV 86CM TO BLOCK SECURE TO BLOCK W/ 3/16' TAPCCNS (MN W/8/I6' TAPCC" (MN 1/4' TAP'CONS (MN SHANC SIZE J46 MN SHANK SIZE J46 MN SHANK 612,E J46 MN MAD SIZE 300 FEAR SIZE 300 HEAD SIZE 300 MN EMBEDMENT 1 114•) MN EMBEDMENT i V4') MN EMBEDMENT 11149 WRHN S' CP EARN WITHIN a' OF EACH WITHIN 6. OP EACH END 4 W Or- MAX END 4 IS' OG MAX END 4 0' Or- MAX SPACING SPACINM SPACING. 2X6. m 2)(6, m 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WYT) 6/16' TAIW-4" W/0) WW' TAPCON6 WK2) V4' TAPO" (MN (MN SHRANK SIZE J46 MN SHANK 617E JO SHANK SIZE J46 MN MN HEAD SIZE 340 MN HEAD SIZE 340 FEAR SIZE 300 MN a' Cm MN EMBEDMENT I V49 MN EMBEDMENT I V4') B BEDI lSNT 1 V4') WITHIN a' OF EACH END 6' CPU WITHIN a' OF EACH END 6' CMU WITHIN 6' OF EACH END V2' ORYIWILL 4 M' OG MAX MAKING 8 w' Or- MAX SPACING 4 W OG MAX 6PACN& a' cm h,4 P.T. OR b/4•X4' MN V2' DRYWALL IW DRYWALL W'DRYWALL SECURE THRRU FRAME 4 I'X4' 2XS. 1=1 zxlh m 2X& CIED EXTEND I-V4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' BLOCK W/.1/16' WK2) &46• TAPCONS P.T. NAILER WK2) 9/l6• TAPCONB P.T. NAILER WK2) V4' TAPCOJ6 P.T. NAILER TAPO" DOOR CAsm MN SHANK SIZE Ja V16. O6D. x 4' MN MN SHANK 617E J46 DOOR CASING MN SHANK SIZE J46 (MN SHANK 617E J45 MN HEAD SIZE 300 MN HEAD 617E 3" MN HEAD SIZE 300 IA6' CAR X W MN MN HEAD SIZE 300 MN EMBEDMENT 11149 DOOR CASING MN EMBEDMENT I V4') MN EMBEDMENT I V4') MN EMBEDMENT 1.1/4' WITHIN S' OP EACH END WITHIN S' OF EACH END WITHIN S' OP EACH END DOOR CASING UT14N S' OF EACH END DOOR JAMB OR WINDOW 4 l6. OG MAX 4 la• OG MAX 4 16' OG MAX 4 16' OG MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW MACMG. DOOR JAI'% OR WINDOW SPACING. DOOR JAMB OR WINDOW MANIFACTUERE6 DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MMIIFACIURE6 DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MANFACTUES. DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS fOO NOT EXCEED V49 DOOR JAMB TO BLOCK +3/4" OR +8/4" n OW TO BLOCK +3/4" OR +8/4" om 2X4, ■ SECURE TO BLOCK UV 3/16' TAPCOND (MN SHRANK SIZE J40 MN HEAD 617E 300 MN S M ISSOMENT 1 1/49 WITHIN a' OF EACH END 4 0. Or- MAX SPACING. 2X6. CM SECURE TO BLOCK WK2) 9/16' TAFr." MN SHANK SIZE la MN HEAD SIZE 3" MN EMBEDMENT I V49 a' CHu WITHIN 6. OF EAC44 END 4 W OG MAX SPACING. 1/2' DRYWALL 2X& 1=1 GECtRE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONB DOOR CASING MN 6HAIK SIZE .Wb MN MEAD SIZE 300 MN EMBEDMENT 1 V4.1 IN S' WITHOF EACH END 4 0' OG MAX SPACING DOOR JAMB OR 04DM ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A8 NEEDED TO PLUMB JAMS (00 NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2' )r ..1,W-MOLI TO BLACK + 1/2" n NOTE, SHIM AS NEEDED TO PLUMB JAMB MO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 18/16" �11IINDOLf TO BLOCK +1 IB/IBM 2" WE SECURE TO BLOCK W/ II WTAPGONS MN 6HANC SIZE J4S MN HEAD 617E 3" MN E"DEDM6M I V49 WITHIN 6. OF EACH ENV S' Or -MAX SPACING. NOTE, STRUCTURAL 2X MST SE 2X6, m ON OUTSIDE 4 6EOURED SECURE TO BLOCK THROUGH NON-6URUCTURAL WN2) 3/16• TAFC" SAW TAPCCN MN 1-114' MN &HANK 612E J46 EMBEDMENT INTO BLACK MN MAD SIZE 300 MN EMBEDMENT 1 V4I WITHIN a' OP EACH EN6' CMU 4 W OG MAX 6PACIN1/J' DRYWALL 2X& ®1'X4'SECURE TO BLOCKWK2) 3/16' TAPO"PT NAILERMN 614AW SIZE 345DOOR CASINGMN HEAD SIZE 300MN EMBEDMENT 11/4WR44IN S' OF EACH E4 W OG MAXSPACINGDOOR JAYS OR WINDOW ATTACH TO 2X PER MAN FACTURE6 DETAIL& NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" r111R�IDOIi TO BLACK +2 /4" u NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" ©Tr�rxnnr Tn aTnrTr tea" 2X4, WE SEwE TO BLOCK Wr W*' TAPCO4S MN SHANK SIZE J40 MN WRAP SIZE 300 MN EMBEDMENT 1 V41) WITHIN S' OF EACH END 4 IS' Or- MAX SPACING. 2)(6. m SECURE TO BLOCK 101172) NUS* TAPOON6 MN 6WAK 617E Ja MN HEAD SIZE 300 MN E'BEDM@!T 1 V4•) WIT14N W OF EACH END 4 la' O.O. MAX SPACING. 2X& m SECURE TO BLOCK UVY2) SAS' TAFCONS MN SHANK SIZE.W0 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN a' OF EACH END 4 S' Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 8/16' TAFrXN MN I-V4' EMBEDMENT INTO BLOCK e' CPU V2' DRYWALL 1X4 P.T. NAILER Q r DOOR CASING NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED VW) 2NO 2X SECURE TO STRUCTURAL MEMBER YVf2Rid WITHIN S' OF EACH END 4 6' TO a• Or- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAIL& DOOR JAMB TO BLOCK +3" F NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" DOL/ TO LOCK +9 7/18" 2X4, 16 SECURE TO BLOCK W/ V4'TAPCONS MN 6HANK SIRE 346 MN HEAD 612E 300 MN XMOEDM ilm 1 V411 WITHIN 6' OF EACH ENO 4 M' OG MAX MAKING. NOTE, GTROCTURAL 2x MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH N0N-6TRJCRIRAL WK2) V4' TAPCON6 (MN 3/16' TAPCON MN 1•1/4' EMBEDMENT INTO BLOCK SHANK SIZE .10 MN HEAD SIZE 300 MN El OMENT 1 V4') a, a' OF EACH END Cm 4 W Or- MAX 8PACN& IW DRYWALL 2X& ® a I'X4' SECURE TO BLOCK P.T. NAILER W (2) 1/4' TAPCONB N P P.T. X 4' M MN SHANK SIZE J46 MN HEAD SIZE 3" MN EMBEDMENT 1 V4') DOOR CASING WITHIN a' OF BAC44 END 4 16' O.C. MAX G SPACIN DOOR JAMS OR WINDOW ATTACH TO 2X PER MAN PACTIRE6 DETAILS. NOTE. SHIM AS HEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" r11FINDOLI sa TO BLACK +3 3/4" i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com L AA 6: 0003326 -LL aUDDIV. Me LOT: ABBOTT PARK LOT ##29 BLK ##11 P1KOJ■CT* 04181.000-29111 MODE14 "AISLE" 2007 GARAIME ■Fill' G: RIGHT PAaa: DETAILS 60 X9H E FEB MOAT& 02/02/21 9CALLL:1/4" - 1'-0" eii■Ii'1' D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL M MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12473.1 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/32/2021 13872.14 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 22/31/2021 13872.7 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR Z/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS ZD20 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 11496.S SIMPSON STRUCT, COMP. WOOD CONNECTORS 202D FBCR 12/32/2021 11495.4 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 202D FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/Z/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 9/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 1Z/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU OCT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/32/2022 239S6.2 THERMA•TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE Z020 FBCR 12/31/2021 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-R8 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1ZI31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/207,4 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2021 IN • 1441 N. RONALD REAGAN BWD LONGWOOD, FL 32760 PH:407-774.6 78 FAX: 407-7744078 www.abdosigngroup.com N: 0003326 S 6 sUM � LOT: ABBOTT PARK LOT ##29 BLK ##11 PJRI JWT# 04181.000- 29111 1�Dm. "AISLE" 2007 OAUA03R 6WINO: RIGHT PAOM PRODUCT APPROVAL LISTING 60 MPH EXP. Em � 02/02/21 �1/4" = 1-0" rD4 PRH'OR'IED CONTROL JONT PLANGE OF C0KTPM JONTS rd BE MRED TIED TO LATH • S' Or- MAX (VEWA MOTEL DO NOT FMT104 CONTROL JOINT TO WALL EVEN P STUD EXISTS DEYOND IDOCE" STAPLES WV SCLU CCo RRM JOIBE UNDNT I". OLM4 INSTALLATION —� PASTHERe to DE SPAQD� • �' OG. MAX VERTICALLY \� �AP FIT 3 cOAT CEFE WRD LAYER •2. FORTPIDER OWLDNG PAPER APPRDVEp METAL LATH PASTEMM *T (%4MJ = MAX AT SUPPORTS URD LAYER % STUCCO WRAP WOOD 61MATWM \ LATH SHALL NOT aisP'°t BE COWN me ..low 6-WW THROUGH CONTROL \ JONM BUT SHALL -- - DE STOPPED AND TIED AT EACH SIDE. PER Aem clar3 PROVIDE 22(4 BLOCKING PLACED FLAT MAX S' TO a' \ FROM CONTROL JOINT W m CONTROL JOINT FALLS ON /aTRUC1URAL STIGSTAPLES L F�ENERS FOR LATH TO DE NAILS OR— N C0PIRLIANW W( ASm CW63 2. MIrE TIES TO BE (NO. N) O041S' WIRE / A. SILOOKNG SWIMN MAY BE IN ADDITION \ TO WJALI. aT 6 REQUIRED PER PLAN f/ Ot FOLD, twwp • PT. A O L PT. . A tNPeHID A L COWAN • Pr. e L CNAN • PT, C Ot ICLD IaHMO . rt, w L COWAN • PT.8 FOLD .w ;; ® tFaoww.Pcw 2. COWAN • Pr. e • COWAN • PT. C • FOLD Pr. C OVIN Pt. • TLL PT. a TdIO1M Irorrom R.0011 Hr O LANON ^� twnR T1owr MAL. POLO. QQ :@LLta. j' THICK !COAT CEMENT PLASTER(IIw xN'2 COAT C1wWW FLANIN ecrw MIN LAYER 9. FORTIFIBER EMILDNG PAPER(mwu CrLT) LARD LAYS! % STUCCO URAP(rwae OLT) Mom APPROVED BWLDNG WRAP SMALL EE LAPPED A MINFIM CP S' • VERTICAL LAPS (ROLL I IDS) H 0' • HOWZOKTAL LAPS. ALL SEArE 14ElD TO RE TAPW MTH FORTRBER aHEATHU . TAPE / / r rrL L,M • t1T4 uTu \ \ LATH VERTICAL LAP TO DE I' IT FETAL LATH MIN LAYER M, aTJcco WRAP 00 LAYER % POW 4B.BLONS PAPER PIDEIS/ / I I I roVAPER LAP sexE. I HQ'.r-®. SIDE LAPS OF METAL PLASTER DAft SHALL BE SECURED TO FRAYING MEMBE S. THEY SHALL BE TIED BETWEEN SUPPORTS MTN &0415-IN. (121-FM) WRE AT NTEItVALB NOT MORE THAN V (22S-M94 AS PER ASm CI013. ® KICKOUT POR RI,.A,ROFMARS DETAIL LAYERS. TEARS M MAY MAY BE PATOI TA PERUSE MIHAP TAPE PER MANTIC SPEC. OR PEEL H arlac fRAM OTCP h4AD. OPLY) F� A" On Cew I ROOF NO IW1LL FLAOMM a KKX[ ITPLAN" (.Q CIITAL) \ Paw R00F. WwLL N1.r.C,K» WOOD, 8= "ATHNG STUCCO il' THICK, 3 COAT CEMENT PLASTER FETAL LATH Mr16 LAYER V, FORTPIISIR 96111.004 PAPER UM LATER', STUCCO WRAP SFEATHNG WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ROOFIWALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'w{' SELP-ADWERNG FETE:RANE PLASHNG (COI'IPATIELE WY NOIRE WRAP MATERIAL) OVER APPROVED MOUSE WRAP. FLASMN& TO ExTtaIO aNT0 1•IPE 1' OR LESS MPE CUT TO 4• k�� WRAP MATERIAL) OVER 4k4' 6ELF-APHIMP0 G MIR BRA)i PLASHIG OVER APPROVED HOUSE YAIAI•. FLAawsaG r0 e2ertRUo aNro PMPE ` CUT AND OVERLAP 00 SIDE OF STEP 01P . STE12 PLASHING RING FgB98R4¢ � ~ URD LATH! 9, FORTPIEER BALDING PAPER FETAL LATH &%*' SELF-ADNERNG FE BRAW PLASHING OVER 4'A4' SELF-ADINRNG FEMORANE FLASHSIG OVER APPROVED 4E�I S, 6)1 .,. HOUSE WRAP. FLASHING TO IF)['rlPb aFUro PIPS PIPE ki t r_ COW. BEAD OP SEALANT AIR SECTION .hO rV M h t. a cement pl.Nrt .n.um— of ASTM C 928-18 ,pumVn•M• vFASTM C 52618b. In Ihftn M W w I•Nrm antl f rNrW "m comply with ASTM C 1083A9., w ASTM 1787, iil LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO T7 '7 WOOD OR 7/16 W ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION Ri03.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA I: 0003325 5 � b E loll, evmiv. ae :.oar ABBOTT PARK LOT #29 BLK #11 PMJMCT# 04181.000-29111 Mo"AISLE" 2007 OARAOs sVRNO: RIGHT PROM WALL ASSEMBLY DETAILS 60 MPH EXP. FEB a 02/02/21 WALM 1/4• = 1'-0' sHssT WA1 INSTALL 6' SELF-ADHERMG MEMBRANE FLASHING OVER TOP, BIDETS) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLA&4MG TO ISE, X- L COTTON. 2. SIDES. 3. TOP VENT CAP 18 TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE I ' TOOLED 60 AS TO DEFLECT r WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL BIDES, Y,i CAULKING • JOINT I AL AROUND I I PER SECTION R703.7 Exhirior IdAlrtc and plaebrlrlp BACKER ROD I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X. I Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER M, STUCCO WRAP I :: HOODED VENT i' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIPIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD 6HEATHING LAYER M, STUCCO WRAP LAYER 4, FORTIF15ER BIIILDMG PAPER W000 CCNBTUCTICN �METAL LATH a' CM1 VINYL CA6NG DEAD 6' RAISED BAND � �' '• IIICP BGQCD L 6' WIDE 8TMP SELF ADHESIVE PLA6HNG, CLEAN MASONRY BEFORE APPLYING Z FLA6HNO STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER {FRAME TO BLOCK 18�0121MIJ 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 R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH Fs' SELF ADHESIVE OVER TOP 4 SIDES FLASHINCs UNIT PREMANUF. DRYER VENT CAP (SET IN GONT. SEALANT) SEALANT 0 TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH• PIPE THROUGH / WALL I 6' SELF ADHESIVE— FLA6HING (INSTALL PER MANUF. SPECS.) BUILDNG PAPER UNDER 'QUICK FLASH' WWENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER 7*' TO V MID -WALL WEEPW EED FLASHI `-6' SELF-ADHESIVE NG WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME,) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENO FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :.O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION GUT OPENMCs IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER M, STUCCO WRAP LAYER 7, FORTIFIBER BUILDNG PAPER METAL LATH UIOOD 0"TIRUCTION f _Zar.WAULS PAGTEN TO WOOD 6TNlCTURAL MEMBER • 1' OG. MAX a' CM TOV Mn-n_L a 6' WIDE STRIP SELF ADI-Iff" PLA611NG, CLEAN( .°s MASONW BEFORE APPLYN6 v 1-94I64 • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK 8' WRB LAYER M, STUCCO WRAP ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) AL LATH STEP 05 STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD RFAOAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 b R IA vaD:v aBBOTT PARK LOT #29 BLK #11 loJnciro 04181.000-29111 SLODM- " AIS LE" 2007 OARAGE eMMO: RIGHT ]PAD& WALL ASSEMBLY DETAILS 60 MPH EXP. WOOD SHEATHING EXT, WOOD FRAMED WALLWALLWRB LAYER 9, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER -2, FORTIF119ER CONSTRICTION BUILDING PAPER PRE-ENG'D TRUSS ii HAT CHANNEL 3 COAT CEMENT WEATHER ' TYPE 'X' DRYWALL PLASTERTHICK BARRIER b' SAP, • TOP OF WEEP SCREED WEATHER RE616TIVE TO SHEATHING BEHIND WEEP SCREED BARRIER -2 WOOD SHEATHING ``� 4' POSITIVE DRAIN COAT CEMEN� RIES nacRc�gClEei ATHICK3 WRB LAYER 9,11 �\ METAL LATH STUCCO WRAP J •_ WOOD SHEAT14NS i' THICK, 3 COAT CEMENT � PLASTER i ! AM&&- UC-180 CUSTOM CAB,, I � RASNMG WRAPPED i , `. • TOP OF WEEP SCREED To SMAT14NG BELOW i WRB LAYER 9, 4' POSITIVE DRAIN I STUCCO U1RAP ,ise� M�esn WRB LAYER 7, FORTIF115ER NO G� M FIELD BUILDING PAPER ISNOIW FOR CLARIFICATION OF i SEPARATE ACCESSORIES ONLY) +•' .:i •. ?.."�".�•', _;_';.' WRB LAYER 9, ... ,' 6' SELF-ADHEREING f FLASHNG WRAPPED STUCCO WRAP • CORNER OF CANTILEVER AMIC` CAST WFIUG D GU®TOM CASMG BEAD CUSTOM ''//x �4' POSITIVE DRAIN 1 72 � CEP SCREED NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. — SCALE, I I/2'.I'-V NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 L56. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD C0NO71ZXTICN WEATHER RESISTIVE BARRIER 9 HAT CH ILANNEL _1tWEATHER RRIIEER RESISTIVE zu �-i' THICK 3 COAT CEMENT PLASTER 5/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED s PAINTED WOOD $HEATING FINISH i' THICK 3 COAT CEMENT (2) 2xI2 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVEDRAIN uceP A9R VINYL CASING BEAD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSn1=ITON WEATHER RESISTIVE BARRER 9 UEAT14ER RESISTIVE BARRIER 4 VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYIWILL METAL LATH W/TEXTURED s PAINTED WOOD SHEATHING FINIBN i' THICK 3 COAT CEMENT HEADEMSEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' f POSITIVE DRAIN uoaP w-e�en VINYL GfW, ,BEAD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @MM__F_D�N�TLLATION EXTERIOR GRADE DRY WALL I' THICK 3 COAT C CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — BUILDING PAPER) METAL LATH X—X—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH LAYER (2 LAYER PEEL t STIC10_\ 6' PEEL STICK 0 DRIP EDGE TO DECK WATER P 40OF-NG lot 'N LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK-, Yi GAP FOR BACKE�1 / ROD s SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) W/TEXTURED s PAINTED FINISH J, 81CC R3 COAT CEMEs VINYL CORNER BEAD VINYL CASING BEAD 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, )P MIN. SPACE FROM DRIP PACE TO TREX Yi GAP FOR BACKER ROD s SEALANT VINYL CASING BEAD WEATHER RESISTIVE BA MER 9 WEATHER RESISTIVE BARRIER 41 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3. 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED PROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER 9 HEATHER RESISTIVE BARRIER 02 6' SAP. \ �Q FEEL 4 STICK I Ya*x3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT 1 JS' X 3' 26 GA GALV. METAL DRIP EDGE Yl GAP FOR BACKER SET N FILL BED OF ROD s SEALANT SEALANT, JF MN. SPACE FROM DRIP FACE TO TREX VINYL CASNG BEAD WATER PROOFING Mt t LAYER (2 LAYER PEEL : STICK) PEEL 4 STI SUS FLOOR - CONTINUOUS X' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL UI/TEXTURED 1 PAINTED FINISH J'THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER R EXTERIOR COLUMN COLUMN SHEATHING 6. BAR �I )VX3' 'L' FLASHING FILLY EMBEDDED IN ROOF CEMENT I J19 X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 6EALANT,Ji' MIN. SPACE FROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED VINYL GOIOVER BEAD J / (SHOWN FOR CLARIPICATION OF N OF VINYL CASING. BEAD SEPARATE ACCESSORIES ONLY ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0)COLUMN (W/"V' PT_ACT-TTAT[-_1 WOOD SHEATHING 2x FRAMING MEMBER WIRB ER 01, scAA .� THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER $2, FORTIFIBER CORNER BEAD } BUILDING PAPER 2 I/2" I WR5 LAYER'N, FASTENED TO SHEATHING METAATH L L 1 STUCCO WRAP T O.C. MAX. ' i' THICK 3 COAT CEMENT i WRB LAYER 02, FORTIFIBER PLASTER ; BUILDING PAPER WRB LAYER 01, METAL LATH STUCCO WRAP FLASHINGDHERING "� J' THICK, 3 COAT CEMENT WOOD SHEATHING (EXPLODED EW FOR PLASTER CLARITY) METAL LATH WRB LAYER 02, FORTIF15ER DRIP CAP ' BUILDING PAPER WINDOW FLANGE 14A CORNER BEAD (@ FRAME 2 1/2' _k CORNER BEAD (FASTENER a SPACING E 1' D.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK WRB'LAYER h, BTUCCQ WRAP WRB LAYER 42, FORTIFIBER BUILDNG PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER (P'SELF-ADHERING FLASHING DRIP CAP `\�r WINDOW FLANGE 15B CASING BEAD 0 WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.sbdeslgngroup.com AA 8: 0003328 �g§big d fA VSDIVBBOTT PARK LOT #29 BLK #11 F'Roiz # 04181.000— 29111 "AISLE" 2007 GARAGE •WBiG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. Y4* GAP n.P J' THICI(, 3 COAT CEMENT WOOD SHEATHING CASW. R BEAD PLASTER IX TRIM MEMBER TO METAL LATH WRB LAYER h, * STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 92, FORTIFIBER WOOD SHEATHING BUILDING PAPER WOOD SHEATHMG WRB LAYER V2, FORTIFISER x 81DING BUILDING PAPER WRB LAYER 01,it METAL LATH STUCCO WRAP2(7777777777 J' THICK, 3 COAT CEMENT ! WIRE, LAYER 02, FORTIF15ER Sip WRAP7b'$ELF-ADHEREIWx WRB LAYER P PLASTER I BUILDING PAPER STurco WRAP b'SELF-ADHERING , METAL LATH ASING BEAD r FLASHING ! I VINYL ANGLED EXPLODED 8' THICK, 3 COAT CEMENT vlEw FOR PLASTER FLASHING OR FEEL 4 STICK CASING BEAD , CLARITY) SIDING TO STUCCO .. CASING BEAD DRIP CAP (18 (CROSS SECTION) WINDOW FLANGE WRIS ER 01, STUCCO YWRAP z'`]'I WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER b'SELF -ADHERING FLASHING .\ WINDOW FLANGE CASING BEAD 0 WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER el, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD UaOD SWEATNINO- 6SAWNER nm SIeTIVE WEATHER RESISTIVE BARRIO! 9 !��(�-' x 1"LAP SUN uu�!`�LA - ELFa40*ERN6AL STARRR STRIP �� �ADHERINO MAMER RESISTIVE DARRIER 9 VMATFER RESISTIVE DARKER 4 `PLASH�s+cAwERMc' °r�� n101E� on DOD TRIM F6MBER X `T;W& ATE° uivw ncri crm¢R CLAP We.AuLrIN3 OR APF409AP SEALANT SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-S41-14a, MIN. 2.5 LBS. W00D SHEATHING PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, W= CONSTRIIGTIGN STUCCO WRAP ��EATNM� WEAT140ftISAPOWER�°""�� D�J�AM,�ER RESISTIVE —� WR5 LAYER 02, FORTIFIBER IWSxREV l EDm-, BUILDING PAPER RMO—� METAL LATH STA"RSTRIP—y; m uar ry��e ar __ i (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' =1' -C' THICK, 3 COAT CEMENT - SEALANT PLASTER METAL LATH WINDOW FRAME ' WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (Wl%' FLEXIBLE PVC BACKER ROD) —WRB LAYER 01, STUCCO WRAP, :D4EATWIW PPEDAROUNDFRAMING MEMBER ELFADESIVE FLASHINGS 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY / TLAP / \ DARR$R-1O e' MIX. ABOVE TOP / / I OF z' PLASHM I IS MERR �SISTNE UZATWER &etivE DATA FR.2 OALVV METAL Z'PLA614NO WOOD f •' 'r ABOVE TOP &' m w AeNnao E-2 e[Ao )Mn CASM ` y� X S' GMLATED 1114%' R.DCIBLE PVC / I WOOD Tm" f'lMBO! DAcxER RODJ \ / 'SELl'-ADNERINO RAIMUe �ltm \ 1 I FLASHING 7� T: 1 orlAwici CANT ('LAeTER \\ O! APPROVED SEA v; BAPO ER �s�eTIVE DAP EER I9�EeIeTIVC uiAT1ER RE ,— E--pzJ��fb VNTL u DAINMR 4 BADGER RODEXm E PVC SIDING TO STUCCO aeATNERREsieTlVc ® FRAME TO FRAME DAMIR4 19 TRANSITION )'4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW /— METAL LATH WRIB LAYER 02, 9 ///-- D SHEATPHIN@RTIFIBER WINDOW FRAME 1 I IXA WRB LAYER "I, STUCCO WRAP 1 b' WIDE PEEL 4 STICK 1 OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (wl%l FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ----------- —------------------------------------- ------------------------------------------- �� Z BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — L"l N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.ebdesigngroup.00m AA S: 0003325 gs m 4 sum xv ae LOT: ABBOTT PARK LOT #29 BLK #11 FMJEWT/ 04181.000-29111 moD is LE" 2007 OARAGM OWWO: RIGHT I PACM WALL ASSEMBLY DETAILS 60 MPH EXP. 2xh SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1` 1/8' TEXTURED FINISH m WOOD 1 �� 1/2' TEXTURED FINISH a CMU �\ METAL FASCIA WRAP Ya' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 \1 \\ SUB BAND ONLY \ \ ®ELEVATION ®FLAN A 1/8' TEXTURED FINISH • WOOD, I/2' TEXTURED ` FINISH • CMU x METAL LATW x x x x x x x x METAL FASCIA WRAPlll�_WOOID SWEAT14NG x x x x x x , OR cm :. WREi LAYER q, x x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WRS LAYER 12, FOR fFII5ER x x x x x x x x x x x x x E ONLF ER RAMIE Y) x x x x x x x x x x x x x ;= FRAME OR CMU 2X6 SUD BAND irl ROOFNG CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©FLAN ONLY FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED � FOR CLARITY -'-ROOF- DECK (BEYOND) —`41.DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) ;1/8' TEXTURED FINISH e i WOOD, 1/2' TEXTURED FINISH ® CMU 2x(o SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND WA�'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x fL x x x x x _ .. SUB BAND DETAIL ® WALL WIKICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY iME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/L4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY d N. RONALD REAGAN Bl LONGWOOD, FL 32780 PH: 407-774,6078 FAX 407-7744078 www.abdesigngroup.eom AA S: 000332E 1 y� 8 aty=xv. as Loan ABBOTT PARK LOT #29 BLK #11 pnoinmilp 04181.000-29111 moan AISLE" 2007 0APtA0Z sMMO: RIGHT PAGO WALL ASSEMBLY DETAILS: SUB —BAND 60 4,PH FOUNDATION NOTES 29'-8" 18'-11" 10'-0" 29 FM-12X12 3,6„ 26,_2„ 4 °° N _ I 4„ CONC. N_ � I 540 SLAB w Q. g O ,LQ'-D" LL I W LL o. inn TOP OF EXTEND y SLAB SLAB 1 112" O. FM-,BX18 — — — — — — 12'-0" 8'-10" 4'-8" N 0— I 4" PVC SLAB F . `CHASE N m ' I 1A 1 ji 1 ,.t t' PLACE ELEC. CONDUIT I FOR KITCHEN ISLAND I 4 N 4 UPT02ND t n I FLOOR 27'.4 �5 (FIELD VERIFY 4�'-6" 'U-�5" 12'-1�i0v EXACT � ION) Ta0j i i2� 14'-7" 91-3" V-10" IIII iQ EXTEND CW-16X12 SLAB 1 1/2" — L 7, EXTEND F-2444 SLAB 1 1nJ C64 '-4" 3-5" '$� 27B 12 15 11 M 4" CONC. o SLAB y1 3-0 11 FM-16X18 l m ao 5,4„ a" LL W C I I S N $ 2 ,A I 4 4 I FM-18X18 — J t- 2'-10" 18'-0" 2'-10" 21'-8" 29'-W FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +`0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. 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. I1.OINDICATES #5 BAR, E3INDICATES #6 BAR, MINDICATES #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", #8 -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 402/802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602.16, USING: Pm . 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED V-0" O/C MAX. SEE PLAN FOR WAN 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 Bx6 W1.4xW1.4 OVER GENERAL 312' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 16' - (2)#6s FM-t6x18 16" CONTINUOUS 1S' - (2)We (+)0'-0' FMCASX18 18" CONTINUOUS 16, - (2)#6b #51N CURB VARIES F-24x24 24" 24" 12, () a a +)0`a, CW-16X12 16" SEE PLAN 17' - s 00'-0" CWC-16X12 16" SEE PLAN 17, s #51N CURB VARIES TE-1 6" SEE PLAN T 8" - ( 8 (-)0'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 1 Nil g BUDDIV. ae L,0 74 ABBOTT PARK LOT #29 BLK #11 PROJECT# 04181.000-29111 MODEL? "AISLE" 2007 GARAGE STING: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. 30" MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED ,¢-, STEEL REINFORCING IN GROUTED �:. ° 0 D. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 6 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTSI. •, v I • v ° C G� G ( m U W 1 �¢°� �_ ' GARAGE DOOR RECESS FxIx CL FM (aA Z 8" CMU WALL O 8•' CMU WALL I ° CORNER BARS, SAME SIZE AS LARGER BAR W W ° IN FOUNDATION WITH 30'LEG EACHO OF SLAB WAY AT ALL CHANGES IN DIRECTIONSTOP .:. - SO THAT THE STEEL REINF. IS CONTINUOUS Kill TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURBFOR � a EXT. PORCH SLAB W/1Cl'( IS• �,° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) #3 18" : EXT.PORCH SLAB -VARIESI., SEE SLAB SCHEDULE TOP OF GARAGE 4'• CHAMFER (1STORY LL If '-'v. CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET `" I AT ELEV: JOINT WHERE 6" CHAMFER (2-STORY) #4 24" W/ 1/7 ISOLATION• -' 6" CHAMFER (2-STORY).: 0'-(Y' APPLICABLE) z SEE SCHEDULE 30. JOINT (WHERE. e i APPLICABLE) Z n. EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE #6 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY F4 AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO u7 42• EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 sGALE:34' 1'-0 2 scALE:314"=1'a � GARAGE CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3l4"=1'-0" 4 SCALE: 314'=,'-(Y' (1)*5 REBAR VERTICALLY W/GONG. U POURED CELL LAP TOP PLATE A MIN. OF 48" 8" CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT f 024" O.C. ®CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN W� S LRBEBAR Z �� Z 0: i 3 W 2x4 OR 2k6 WOOD BEARING PROVIDE BLOCKING O > WALL Wl SYP O O O r5' Z' CAPPED I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB WI U I I GALVANIZED PIPE NEW REINF. BAR � SPACING. SINGLE BTM. PLATE 112k8" WEDGE ANCHOR W/ W/FLANGE 0 BASE d SECURED W/ 2-PART To BE PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH S I EPDXY. MIN. EMBED EPDXY 5-lrZ' EMBED. MIN. ® 16" OC 8", UNO SIMPSON SPH4 OR SPH6 MAX. iV 4•' CONC., REINF. W/ in O FOLLOW ALL MANF. SPECIFICATIONS FOR BTM AND TOP PLATE I 'W' #10 WWM ON SECURE FLANGE TO = � USE AND I ANCHORS W/ 10d x 1 1/Z' COMMON NAILS FILL ALL = N 6-MIL POLY ETHYLENE SLAB W/(4) 1/4" X 2114•' TAPCONS I- v PREPARATION OF V1 ALES, DO NOT USE ,Od WQ , I, , D" VAPOR BARRIER ON I WELL -COMPACTED 0 HOLE.X SEE SLAB SCHEDULE = CLEAN FILL TERMITE E TREATMENT SHALL BE y, O' e'S °+- �Q"TOP Q OF SLAB OBORA-CARE I CONT. #4 REBAR 4" CHAMFER (1STORY)5' CHAMFER (2STORY)(2)#5 REBAR CHAIRS =AND ,Z'MIN.DEPTHINTO ZWe2,000 PSF VIRGIN SOfL OR 95% ULE VIRGIN OR ENGINEERED SOIL 2 QQ> COMPACTED SOIL SIZE HEIGHT LESS THAN 3•S•'UPER PLAN NTITY scALE: ya"=1'-a ADDING BAR TO INTERIOR CURB FOUNDATION WOOD EXTERIOR MONO DEEP MONOLITHIC FOUNDATION WALL 7 SCALE:3/a"=T-9' (W/ UPLIFT) FOOTING W/ BLOCK WALL 6 SCALE:3/4"=V-a' 'Al SCALE: 3 4"=, f LAP TOP PLATE A MIN. OF 48" --�� LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" Ole BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2.4 OR 216 WOOD BEARING PROVIDE BLOCKING 2c4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE PLATE TO BE PLANS FOR SPACING. SINGLE RE ST SECURE BT. PLATE TO p. BTM. PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB MASONRY NAIL SLAB TG SLAB W/10tl MASONRY STAGGERED. Q NAIL 16" 0/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT m U ADDITIONAL METAL -L CONNECTORS NOT REQUIRED WHEN NO 0: N O 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. UPLIFT IS PRESENT. Z ;_ POURED LINTEL CONT. (TYP.) W + - TOP OF SLAE 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE Ix SEE BLAB SCHEDULE • � � «+- 2X WALL FRAMING a 01T SEE SLAB SCHEDULE 1Q"DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB f TOP OF SLABa° _ MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16"OC. VERTICALLYMAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE�tF EDULE FOR WxD, BAR SIZE BAR SIZE EQ. EQ. EE SCHEDULE ANDBAR QUANTITY UANTITY FOR WxD, BAR SIZE AND BAR QUANTITY FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR CURB FOUNDATION WOOD WALL !a (DLINT�ERIOR ALE:3/4"=1'-IT' (NO UPLIFT) FAND COL. PAD 82002Tjl!tNLGG SCALE:3/4"=l'-a' BLOCK WALL CONNECTION 11 SCALE: 3/4t1'4' SCALE: 3/4"=,'-O' (NO UPLIFT) VS N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 W Ww.8bde8Igngroup.com AA M: 0003325 etnBDXV. Ale LOT: ABBOTT PARK LOT #29 BLK #11 PROJmt7T* 04181.000— 29111 HODEIs AIS LE" 2007 GARAGE sWWO: RIGHT PAGE: DETAILS 60 MPH EXP. STEEL REINFORCING IN GROUTED Z CELL SEE PLAN FOR SIZE AND STEEL REINFORCING IN GROUTED - SPACING REQUIREMENTS CELL SEE PLAN FOR SIZE AND MIN. 10" EAD W/+'I" NOSE d a SPACING REQUIREMENTS O 8" CMU WALL 2_ PAVERS N4 REBAR (TYP.) 0'17' ww [l� < a o� 8"CMU WALL TOP �F SLAB .• TOP �F SLABS y IC SEE SLAB SCHEDULE Q Z S 117' RADIUS OR CHAMFER y O SEE SLAB SCHEDULE r (L y w Z .. T TOP OF SLAB a• a SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY Lu R I j a > z gg w f O e a ' • * •.. ° ''� • SCHEDULE ' 0 °• — m O EQ. EQ. SEE SCHEDULE _--SEE FOR WXD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 8 4 AT ALL PAVER AREAS SCALE: 1/2"=1'-0" SCALE: 1!Y'=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OlC 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 41rOC p BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL TOP PLATE lrZW' WEDGE ANCHOR W/7' 00 U R WASHEWASHER SET IN HIGH STRENGTH 4 a EMBED. MIN. 0 IS- N 8" CMU WALL SIMPSON SPH4 OR SPH6 MAX. Z d) i BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/7' I 0'-U',b 55 COMMON NAILS FILL ALL TOP OF SLAB - - a TOP OF SLAB HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA Z - W A ° +- 0'-0" EXT. PORCH SLAB 4" CHAMFER (1STORY) ig, M U a ° • ° TOP OF SLAB °' W/ 11Y' ISOLATION } 8" CHAMFER (2-STORY) < . JOINT (WHERE • 24 ° °�• APPLICABLE) Z_ MATCH STEEL p6 3Q' ° • 6"PVC CHASE THRU FOOTING REINFORCEMENT PER SCHEDULE , g7 42" 6" PVC CHASE THRU FOOTING SEE SCHEDULE 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 c 6 scALE: 3/a"=r-a• (N// UPLIFT) SCALE: 3l4"=1'-0" d N. RONALD REAGAN St LONGWOOD,FL32750 PH: 407-774.6078 FAX- 407-774-4078 www.abdosigngroup.com AA k: 0003325 6 !♦1 [eL7HDIV. & LOT. ABBOTT PARK LOT #29 BLK #11 PROJWT# 04181.000-29111 MODEIA "AISLE" 2007 GARAGE BWtNG: RIGHT PAGE: DETAILS 60 MPH E 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 wwwAbdeslgngroup.com AA k: 0003325 h a Sig 0 SUBDIV. ae LOT: ABBOTT PARK LOT #29 BLK #11 [PROJWT# 04181.000-29111 HODZU "AISLE" 2007 GARAGE BWDM: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 60 M EXP. FIRST FLOOR DOWEL PLAN SCALE: 1 /4" = PA" TIE VERTICAL REBAR TO HORIZATIONAI REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV, 4 - TO HORIZONTAL REBAR W/ 10" HOOK [r f d d. - GROUTED BONDBEAM VARIES PER ELEV. - Z (L 5 :I .•a N5 BARS Q Q FE IFlo 1 10" HOOK LL d 4 ° .�. a • _y_ •. d rya ° e d S -- • S CLEAN OUT REQUIRED Z S 1'-O" a FOR INSPECTION 00 O 0'-0" FIN. FUR. O jj �; 8 •a : TIE RTICAL REBAR d ° TO HORIZONTAL a I Ell u REBAR W/ 10" NOOK , BAR SIZE 48 BAR DIA ° Z W g M N3 16' W 24" CMU UNIT DIMENSIONS io ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA • 47' METHOD #44 zan MASONRY SYMBOLS HORIZONTAL/VERTICAL ERTICAL HORIZONTAL/VERTICAL p5 30" * SCALE: 3/4"=1'-0" ' REINFORCING �� REINFORCING «5 #T az' 41 SCALE: 3/' SCALE: 3/4"=1'-0". W O a NEW REINF, BAR cc V) SECURED W/ 2- PART o. o S I EPDXY, MIN EMBED 8", UNO g FOLLOW ALL MANF. Wa SPECIFICATIONS FOR _ USE AND PREPARATION OF Z HOLE. TLq a �` ° a° 277 a ' d STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com L AA #F: 0003328 4 7Mill FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 12"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" 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 W1NDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER (M 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWSE 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 OTHERWMSE. HEADER SCHEDULE MARK DE 8sc.-Iw,rH�N REMARK O1 (2)2x8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) ,�H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A 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 BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd-igngroup- AA #: 0003325 etmmv. ee LoT. ABBOTT PARK LOT #29 BLK #11 PROJWT# 04181.000-29111 HODEU "AISLE" 2007 GARAGE 8WING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH E #5 CORNER BAR W/ 36' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ ID'HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP &'X8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �pF 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 TWO COURSES ARE BOND BEAMS WITH Af15 BAR IN EACH COURSE. TYR Slog, 'gyp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM p`)e' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / / 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. I- / / Il �\C\• Q 6. LINO COMPOSITE MASONRY BEAM i5 TO BE NOT LESS THAN 16" DEEP. / P�5- � BX16 DBL BOND TOP / ��•�' 0e�� BEAM W/(1)iRS BAR BOND�BEAM •\Q EACH COURSE G 8X8 BOND BEAM TOP OF • e.�\N W/ (1) #5 BAR BOND BEAM i F = FILLED W/ GROUT �� I \\Ap U = UNFILLED GROUT SOLID FROM TOP �N\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 \� �Q 16-1 T/ 1 �/c v 8X8 PRE -CAST CONCRETE 8 E� LINTEL W/ (1) #5 BAR (1.2) EF NOMINAL —ice LENGTH OF BAR =WIDTH OF MASONRY eFL HEIGHT #OF#5'S,TOP IT I0 OPENING-2 S THIS ENGINEER'6INTENTBOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX- 1TH MNB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE AND XFXX-1TIOMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1TllMNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T UNTEL OF OPENING AND XUXX - IT/OM/OS 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.31[4" PRE-CAST.a WINDOW i SILL a SLOPE OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #6 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNER BARS SILL CONSTRUCTION AT CORNER STEP PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I s I — I SINGLE #5 CORNER I BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8X8 CMU PIER PROVIDE #6 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3l4'=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 A 19 aUDDLV. a• LOOT: ABBOTT PARK LOT #29 BLK #11 PROJL'CT# 04181.000-29111 MODELa "AISLE" 2007 GARAOR 8WDf0: RIGHT PAGZ: DETAILS 60 MPH EXP. "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 SAFP TOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eU8 8/e-oB te-tr 1T 1T 1T/06 1r TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH me 1T 8/181T en01r ena tt m2e 1r ela2-1r el8-1B 184T/1 tT/1 1T/1 1Th1B -lT/iB mu ml&Zr 8/2o zr 824-2r 8n8-2T 8/32-2T 3' 8" PRECAST 1438 952 3114 4217 5321 8420 7651 3' 8' PRECAST 889 1024 3' 8" PRECAST 15ee 3524 4394 6203 6132 7001 2180 6113 saes 7708 Boat loom1589 3624 4394 aze3 5132 7001 4'-0' PRECAST 1085 700 23M 3126 3w5 47e5 5687 4'-0" PRECAST 514 783 1 4'-0" PRECAST 1353 3000 3816 4570 am 6079 loot 6113 7192 6524 7827 8761 1363 3060 3815 4570 5325 6079 4'.8" PRECAST 819 633 1770 2400 3033 Wee 4300 4'-W PRECAST 398 591 4'4' PRECAST 1207 2582 3375 4043 4711 5379 1825 6743 7647 6762 U41 7566 1207 2707 3376 4043 4711 6379 5'�4" PRECAST 931 1247 1999 2550 3123 30M 4249780 5'-4" PRECAST 411 411 6' 4" PRECAST 1010 18IBM2374 2044 3613 4054 1319 44W 7196 7342 5 625g 1016 2278 28M 3399 3051 4064 5'-10' PRECAST 817 1024 1831 2090 250 30M 3470 5'-10` PRECAST 340 339 5-10" PRECAST 9D9 1499 1971 2443 2015 3387 1181 3003 5877 8036 sea ST76 929 2080 2B93 3107 362D 4133 8' 8' PRECAST 1139 3227 3031 3707 4363 Wei 6'$• PRECAST 410 721 8 8" PRECAST ass 1201 1578 INN 2332 Me 1139 3227 45M 7054 10000 8826 836 1888 23M 2790 3251 3712 T.43" PRECAST 170 938 am 2205 2698 3191 3985 T 8' PRECAST 303 534 T48" PRECAST 710 900 1181 1462 1743 2025 938 249E 3408 4864 7007 1 8472 727 1024 2025 2420 2827 3228 9�4" PRECAST 428 8m 1593 2204 2481 2518 2821 g 4' PRECAST 192 384 9'�• PRECAST 464 on 767 me 1129 1310 839 1674 2298 3081 4099 4e0e On 1316 1643 low 2164 2519 10-0' PRECAST 388 497 1247 1787 1904 2163 2028 10-0` PRECAST 151 301 10 8' PRECAST 356 488 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 19e9 11'-4" PRECAST 330 544 1312 1742 2452 2888 3630 11' 4' PRECAST 132 417 11'�• PRECAST 430 406 530 653 m 872 644 1312 1742 2232 2889 9552 488 1042 1372 1843 1470 1 1710 12'-0" PRECAST 308 607 1210 low 2048 2596 3191 12-0' PRECAST 111 370 12-0' PRECAST 383 306 476 557 896 783 607 1210 1698 2048 25e8 3171 1 440 940 1300 1680 1314 1478 IY-4' PRECAST 270 433 1046 1385 1732 2157 2535 13'4' PRECAST 82 298 13'-4" PRECAST 308 303 393 484 675 546 414 1045 1385 1732 2316 ZOOS 396 7B0 1057 1312 1071 1203 14'-0` PRECAST 254 See 978 1272 1806 lose 2279 14' 0" PRECAST 71 293 14'-0" PRECAST 279 278 300 443 520 009 390 978 1272 1806 1950 23M 378 717 961 1192 975 1133 14' 8` PRESTRESSED N.R. NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 505 828 745 865 458 1079 1420 1824 2277 2712 246 an 980 1237 1474 1715 164, PRESTRESSED N.R. NR NR NR NR NR NR 15 d" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 484 574 a" 79a 412 1014 1340 1703 2118 2513 230 818 908 1134 1353 1574 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 1T4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 385 451 587 880 300 a88 1121 1413 17a9 2047 192 we 720 501 1135 1312 1914" PRESTRESSED N.R. NR NR NR NR NR NR 1w4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 182 285 348 430 el3 696 235 730 969 12DO 1467 1718 188 429 623 80a 960 1098 21-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 1B0 6" 633 1036 1168 1468 142 373 537 eeo 818 943 22'-0' PRESTRESSED N.R. NR NR NR NR NR NR 22,4PRESTRESSED N.R. 118 22'-0" PRESTRESSED 137 220 200 359 428 497 105 550 784 992 1203 1381 137 358 513 859 779 900 24'4' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 246 302 Soo 418 129 450 054 B24 1014 1147 124 319 455 581 887 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' SY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 wwwAbdesigngrouµcom AA N: 0003325 1 y� eUBDM Ag IAT: ABBOTT PARK LOT #29 BLK #11 PROJSCT/4 04181.000-29111 MODRU "AISLE" 2007 GARAGE a, fWQ: RIGHT PAGE: SAFE LOAD TABLES 60 APH E . FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2A 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED 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 & BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (31/TX310) HTT4 W/ 516' ® SYP. PT, WOOD POST DIA. x B' EXP. BOLT 4x6(31/7)c51/7') HTT4 W/5/8" ® SYP. PT, WOOD POST DIA. x 5' EXP. BOLT r--------- FIRE =====OP L--------� FLOORB�\, 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS — ELEV. VIEW PRE-ENG. FLR. JOISTS III 314" PLYWOODI DRAFT STOP �I PRE-ENG. FLR. JOISTS I n 1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS II II II II II II II _II u u u u u n II II II II II , II II u u n II rI�-II--�II II II II u u n II II II II u u u II II II u u if 11 a 11 I a Lu1I a J7it3, 11 Il-- II II II II q--�II� II II II II II II II kc-1 II 1I II II II II I I�) I� .. .I � II .. 1 11 II II 11 11 11 tl II II to I1 1.II LVL TO CMU WALL Wl II II II II II II II 2X41WOOD WALL W/ II II SIMPSON LGUM46-SDS I /I u u u n u u II II I SYP NO.2 STUDS a II n WI (4) H x 4" TITEN HD ANCHORS TO CMU & PROVIDE IS TRUTOPPING {"� II ALONG THIS TRUSS AS TO II ) 12" O.C. (4) 1/4" X 2 1/2" SOS LIMIT AREA T01000 S.F. 1 11 I 4 SCREWS 11 PER FBCR 502.12 I u 1 1 �, u u u J2 ell 1 5 \ !1 A O W +vim=�•'s— _°� � _____=�___--_= PRE FABRICATED WOIST ®24"O�C.MAX =_ FLOOR FRAMING PLAN SCALE: 1/4" - 1'-0" WOIST 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 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-774-4078 www.abdeslgngroup.com AA 8: 0003325 I 04 IN j —LL mm BUBDM as LOT ABBOTT PARK LOT #29 BLK #11 PROJECT# 04181.000-29111 HODELa "AISLE" 2007 GARAGE BWnTG: RIGHT PAGE: FLOOR FRAMING PLAN 60 MPH rassarr 02/02/21 DATE: BCAL.E:1/4" = 1*-0" BHE OT s3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 *'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER ?, 21 WOOD FASCIA SECURED W/ (3)16d ,LV. COMMON NAILS. ! SECURED W/ 10d LV. COMMON NAILS MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'TROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP 02 7' x 4', 6', 8" x V-U' MAY BE ADDED W/ 1Dd NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. VOOD I" O/C, DRAWINGS L A ALLOWABLE UPLIFT = U:1810 LBS, LT70 LES (i PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ is ib GIRDER CONNECTOR(S) SCA 8� BACKBtK= 4BQ•®B 4500 314" WOOD PANELS 8000 (2) IQ" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/6' GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE (JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. I -JOIST CONNECTION @ L.B.W. 4 SCALE: 3/4"=T-O' (NO UPLIFT) OUTER 113 SPAN ONLY DEPTH 1/4•D —HOLE EDGE -5AT' —HOLE DIAMETER < 215•D SGL. STUD >sm. —HOLE PLATE \� III I< 3/5•D DEL. STUD STUD NOTCHING �01 AND BORING LIMITS ENGINEERED WOOD TRU 0; 24" Or-, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 ? NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 4", 6", 8" x V-O" MAY BE ADDED W/ 1Dd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L—A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HO TO CMU AND (12) SOS J' x 2 J' TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J' x 5' TITEN HD TO CMU AND (18) SDS J' x to, 2X WOOD FASCIA 3' TO GIRDER SEE ARCHITECTURAL 2(SECURED W/ (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV, COMMON NAILS. (2) J' x 671TEN HD TO CMU AND (18) BOB �' x 3' 1.2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS AM BEAM SCHEDULE ENSURE THAT CELLS ARE GROUTED 17' O/C SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LES (2 PLY MIN.) TYPICAL ROOF Z,2a(2�b) S2cGIRDER CONNECTORS) SCALE: 34"=1'-0" BB>lE8 BALM BLOCK TH CX11F86 4500 3/d" WOOD PANELS 8000 (2)12° WOOD PANELS 80 (2) 72' WOOD PANELS 90 2x LUMBER LSTA1220 GAUGE W/ 10dx12 HDG COMMON NAILS. ® EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK W/ 5/8" A.B. WITH MIN. MIN. 7" EMBEDMENT TO SLAB 8 (18)16d x 2-12' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB A %4 , LVL/WOOD POST CONNECTIONS SCALE: 3/4"=V-U A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/JSOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3W` WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.58/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4" WEDGE-BOLT/JSOLT, 5' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10*1-12' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G c 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"O WEDGE-BOLT/J-BOLT, 5' MIN, EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0' 6'-O" MAX (W/1X4) OR 10'-W MAX (W/2X4) # 1100 UPLIFT SIMPSON _ HTSM20 WMO 10d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0' 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-U' O/C SEND WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 1V-O" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� �+ INTERSECTION TYP. BTM. CHORD BRACING V SCALE: 3l4"=1'-0' B" Mom( 24MAX. wl (JOIST 8* END SPACING END w/I-JOIST rvP TVP ACIN SEE FRAMING PLAN END OF MA% A7AX MA% LEDGER BO. 1T EXP. (2) ZQ SYP P.T. W EDOM (212X72 SYP P.T. 316" EXP BOLT/JAOLTNN7 LEEDGER BMRD LEEDGER BOARD TO BOLT/(BOLT IW7 WASHERS 5 7T VdTH IJOI,ST 7. ENSURE THAT EXP. BE USED YMTH HOIST WA9 EMBED.51(?P) MIN. EMBED. (7YP) SOLTSIJ-BOLTS ARE PLACED INTO GROUTED CELLS, 6 ALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF 2 R-O". Z 3. ALL BOLTS TO HAVE WISHERS (2) 2X12 m 4. EXP. BOLTS/J-BOLTS SHOULD SYP PT NOT BE ANY CLOSER THAN 6' 2 O/C. z f S. ONLY LEDGER IN DIRECT- i (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE EM PACM CENTRALSPACM A DOUBLE SYP 2x8 12' W MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) WIT' 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL 10 SCALE: 344 T-0' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1) "X" BRACE 30-1" TO 6V-0 (3) "X" BRACE (1)"X"BRACE0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND. BEAM RED. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4' O.C. (AT SHEATHING SEAMS) SECURE 218 PT. PLATE TO BLK W/ 12' DIA ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d%W O.C. MAX CONT. 2x4 SECURED W/ (2)1 Od'B (a EACH TRUSS TO BE INSTALLED Q 10'-0' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BD"`� �'"-1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. -,,"\ALTERNATE MATERIALS I I SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX:407-774.4078 wwwabdesigngroup.com L AA #: 0003328 wig b W 00 avHaiv ae LOT•. ABBOTT PARK LOT #29 BLK #11 PROJL'CT# 04181.000-29111 "ODE19 "AISLE" 2007 GARAGE OWDM: RIGHT PAOE: DETAILS (I —JOIST) 60 MPH W. SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON HB W/ (8) Sd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 11X2 LVL 12"HDGNAILS9 WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4 =1' 0 6' CMU WALL REINF PER PLAN PER ELEVATION —LIZ U.�I E ELEVATION (2) 2x4 P.T, W/ MASONRYNAILS 0 12" O.C. FIRESTOPIJOIST .3"„1. #S WOOD SCREWS ' x 7' LONG ®3" O.C.; STAGGERED OFF CENTERLINE 3I4" AS SHOWN oil 4" iv SCREW PATTERN IJOIST (SEE FRAMING PLAN) DBL 2)(12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3/4"=1' (Y' D AD SCREWS x 7 OWOO STAGGERED AS SHOWN BL 2X8 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/63.1A S" CMU WALL REINF PER PLAN q^ PER ELEVATION I'• SCREW PATTERN Z IVU PER NATION 1� r24 IJOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILSSIMPSON a 17' O.C. 1X2FIRE-STOP CTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: PRE-ENG GABLE TRUSS Z14 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUS6 (TYP) 0 24" O.C. MAX 0 2X4 DIAGONAL BTM. CHORD PER ELE ION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUBB TO TOP pLA7E 518" GYPSUM BOARD OR 10 HIGH W/ 117' DIA. ANCHOR BOLT W17' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER 6ET IN HIGH jj U <990 LBS W/ (14)100 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% W O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING o• SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD, AND TOP PLATE ANCHORS W/ 1Oa x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB WI CONS. SECURED - EACH FILL ALL HOLES, DO NOT USE 10dx 3, lfZW' WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TO LED 01U- TRUSS TO BE INSTALLED ®10'-0" O.C. MAX. EPDXY 5,12" EMBED. MIN. Q 16' 1 Oa 10b 1 OCi OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL A. TRIMs7DPD3TCONNECTION A-SIMPSON MTS-12 U <990 LBS W/ (14)1Gd GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS WI (20) lOd GALV. NAILS. C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS WI (16) 1/4'kKTSDS, (1) 5/8— AT.R. TO HDU4 AND (10)1/4" X 2 12" SIDS TO POST TRUSS CONNECTION @ L.B.W. 9a gb SCALE: 3/4"=l'-a' POST TO SLAB CO,(�CT101, A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA x 6" EXP. BOLT SIMPSON ABU48Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-1f2' NAILS TO POST. d N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774.4078 wwwabdaWgngroup.com AA S: 0003325 8 sA J _LL 1BUDDIV ae LO . ABBOTT PARK LOT #29 BLK #11 PllOJ�CT* 04181.000-29111 MODEIa "AISLE" 2007 0A1%AGZ 8WING; RIGHT PACE: DETAILS (I —JOIST) 60 MPH EXP. 29'-B" 2g-B„ T-2° a $_ aaN F may(+) 9'-4 3/4" TOP OF DECK —'�,� OPEN eL- ---------- 4 N v N T-8" 9'-8• 29'-B" SECOND FLOOR DECK PLAN SCALE: 1/4"- V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 3275D PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 Lit) IABBOTT PARK LOT #29 BLK #11 acizcT# 04181.000-29111 MODE19 "AISLE" 2007 GAPMOIC DVaNG: RIGHT "ACOND FLOOR DECK PLAN 60 MPH EXP. DBL. TOP PLATE CONT. (3) 2112 HEADER PROVIDE 1/7' PLYWOOD FILLER(S). NAIL DBL. TOP PLATE LAP TOP PLATE A MIN. OF 46" ALL TOGETHER W/ 16d CONT. AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE COMMON NAILS, 2-ROWS, 6' , — — NAILS, 2-ROWS, 4" O.C. BTM. 0 AND QUANTITY PROVIDE Ix Z 2x6 BLOCKING FOR SHUTTER O.0 LAP TO OCCUR OVER STUD WOOD OR 1/2"PLYWOOD INSTALLATION. PROVIDE 1/2' FILLER(S). NAIL ALL TOGETHER a PLYWOOD FILLER(S). NAIL N 4 o W/ 16d COMMON NAILS, W ALL TOGETHER W/ 16d 2-ROWS, 6' O.C. OCOMMON NAILS, 2-ROWS, 6" t' I 0 bft SHORT 2x STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3/4" DIA. x W MIN. EXPANSION WINDOW BOLT W/ 3x3 OVERSIZED JACK STUD 2x NAILED INTO WASHERS PLACED 16" O.C. 4" �L•- INSIDE AND OUTSIDE PLY OF MIN. CONC. EMBEDMENT SECTION A -A FILLER BELOW W/ 16d 8LL�G COMMON NAILS, 6' O.C. o SHORT 2z STUD6 • BENEATH WINDOW SILLS 24 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2' PLYWOOD FILLER(S). NAIL (5) 2x STUDS IN CORNER. NAIL 2x MID -HEIGHT BLOCKING io ALL TOGETHER Wl 16d THE (3) CORNER STUDS AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 6" TOGETHER W/ 16d NAILS, 3" W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O_C. O.C. END }a} SIZE AND QUANITV F PROVIDE 1x WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ tOtl x 1 1/2" O.C. LAP TOP PLATES GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 AT CORNER, ALL HOLES STUD D PLATE TOP 8 BOTTOM TYPICAL 2z 6TUDS 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10dOM z 1 SPACING SPECIFIED (4) ix STUDS IN CORNER. NAIL FAAND NAIL WI S. COMMON (AT GALV. COMMON NAILS M ON PLANS THEE CORNER STUDS N 2-ROWS, 4" O.C. (AT EACH STUD) FILL TOGETHER W/ iN NAILS, S EVERY HOLE. DO NOT USE / \ O.C. 3" LONG NAILS 3 B I BTM. MEMBER OF TOP —� 11—�I'"1 NJ PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 q" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO TYP. ONLY FL#17244 JACK STUDS EE SCHED y OR # STUDS ai NDER FADER m SEE SCHED FOR # FULL HEIGHT 2x STUDS 4 4" /O 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYR 32' 0/C 6' MIN CONOEMBED. TYP. 16' MAX. 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2)16d NAILS EACH END ITMAX. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2x8 (3)2x8 (2)2x10 (3)2x10 (2)2xl2 (3)2x12 gBp SPACM0018'OA 111110VACNDGWOA, 0 -2 R a O v' Y 2 2z4 2 2X4 2 2x4 (3) 4 (3) 4 SPAN KINGS SPAN KINGS ( 2z6 (2) (2) X6 (2) (2) 6 (3) 3 - 4 R 0-211 3-4ft 1 2 0-2R 3-4R 1 2 2x4 Dc4 2 2x4 2 2x4 2 2z4 () 4 ( 2z4 WW Z16 2x6 2z6 (2)2x6 (2) ()2x6 ( ()2x6 5-6R 2z4 2z4 2z4 2 2x4 2 2x4 2x4 2 2z4 2 2x4 5-6R 3 5-6ft 2 zffi SG zo MCI2 (2) ) ) 7-8ft 3 7-8R 3 2x4 2x4 2x4 2x4 2 2xq 2 2x4 2 2X4 2z4 7-6R 9 -10 R 5 9-loft 3 2X6() Sr 9-10ft 2x4 2z4 2x4 2z1 2 2x4 2 2z4 2 2x4 2 2x4 10-12ft 5 10-12R 4 24 2x6 zo 10 - 12 ft 2z4 2z4 2z4 2x4 2x4 2 2X4 2 2x4 2 2x4 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL 16'MAX. PROVIDE (3) STUDS 0—� "—NAILSTUDS v NAILSTUDS— PROVIDE (3) STUDS TOGETHER W/ CORNERS LAP TOP CORNERS LAP TOP TOGETHER W/ 12d 0 12' O.C. PLATE MEMBERS PLATE MEMBERS 12d 0 170.C. PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS @ PLYWOOD SHEATHING, "ROOFMdALL/FLOOR SHEATHING CORNERS LAP TOP SEE"ROOFM/ALL/FLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16'MAX. SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D Cl EXTERIOR MASONRY / WOOD PROVIDE(3) STUDS® CONNECTIONS CORNERS LAPTOP PLATE MEMBERS PLACE 30# ROOF FELT BEHIND SCALE: 1 1/2"=l'-0" VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d a 12' O.C. 12" DIA SIMPSON TITEN BOLTS 5" MINIMUM 12" DIA SIMPSON TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOFM/ALL/FLOOR 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 �7 TOGETHER W/ 12d ® 1Z'O.C. I I I SHEATHING ON � X � I A INTERIOR OR V B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALLPLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS TQ CFPAGATF )j&g 1 j& 1441 N. RONALD REAGAN BLVD� LONGWOOD,FL32750 PH:.407-7746078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003326 A StMDIV. ag LoT: ABBOTT PARK LOT #29 BLK #11 rnoi C1'* 04181.000- 29111 HODIBLc "AISLE" 2007 OARAOZ 8WD4O: RIGHT PAGE: DETAILS 60 MPH EXPJ F-PRENTDATE". 02/02/21 sFIEET S4.1A 1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 a Ovaaly ae LOT: ABBOTT PARK LOT #29 BLK #11 PROJECT/ 04181.000-29111 MODMIA "AISLE" 2007 GARAGE OWING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. SECOND FLOOR DOWEL PLAN SCALE: 114" - P-V FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Gd x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK 01 (2)2x6 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 (psi) �H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 806 (1)#5 (1)#5 NIA N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 WA N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1 /4" = 1'-0" 1441 N. RONALD REAGAN Ell LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdoslgngroup.00m L AA N: 0003325 I - 44 O q a�A R v . LL BtnODM Al. LOT ABBOTT PARK LOT #29 BLK #11 P1toawT# 04181.000-29111 MODEL: "AISLE" 2007 GARAGE 9WING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH "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 SAFP TOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eUe M-0 e-1T 1r tT 1T= 1TIN TYPE LENGTH 8/8 PLAIN 8i8 SOLID TYPE LENGTH IT 11IT ario 1T 9n� 1r ene 1T 9r9z 1r e18-18 18.1TH 1TM 1T11 1T118 -0TH &S BI162T Bn0-zr 612427 81262T 8/32.2T 3'4' PRECAST 1436 952 3114 4217 5321 8425 7531 3'4r PRECAST 689 1024 3'4' PRECAST 1569 3524 4384 6283 6132 7001 2485 8113 &985 7709 9031 10000 I. 3524 4394 5283 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3904785 6687 4'-0' PRECAST 514 763 4W PRECAST 1363 3000 3815 4570 5325 0079 1961 8113 7192 8624 7627 8751 1983 3080 3815 4870 SSTs 8079 4'-8" PRECAST 819 533 1770 2400 3033 3066 4800 4' 8" PRECAST 398 591 4' 6" PRECAST 1207 2682 3375 4043 4711 5379 105 5743 7547 8752 8641 75� 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1990 2550 3123 300 4249 PRECAST 411 411 5' 4" PRECAST tole 1806 2374 2944 3613 4064 1319 4400 7196 7342 5780 am5'-4' 1010 2276 29M 3999 3901 4084 5-10" PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10' PRECAST 340 339 5-10' PRECAST 900 1490 1971 2443 2016 3367 11e1 3893 SB77 ONO 6546 6776 szo 2Deo 2593 3107 3020 4133 6' 6" PRECAST 692 1130 3227 3031 3707 4363 Nei835 6'$' PRECAST 410 721 IT -a" PRECAST 1201 1578 1955 2332 2700 1139 3227 460E 7054 10000 8B28 835 lose 2329 2790 3251 3712 T4" PRECAST 570 938 249E 2205 2896 3191 3BB5 T-6" PRECAST 303 534 T$" PRECAST 716 900 1181 1462 1743 2025 938 249E 3408 4064 7007 6472 727 1624 2025 2426 2827 3228 V-4' PRECAST 42g 03 1693 22D4 2401 2618 2621 9 4" PRECAST 182 384 9'�" PRECAST 4% 50 757 we 1129 1310 M 1074 2296 3061 4� 4M 572 1318 1543 190 2164 2519 10' 6' PRECAST 388 487 1247 1787 1904 2183 2028 10'$' PRECAST 151 301 10' 8" PRECAST 356 468 612 756 899 1042 550 1407 1897 2781 3222 3784 5D4 1180 1472 1783 1710 19BO 11' 4" PRECAST 330 541 1312 1742 22C 2W8 9890 11'-4" PRECAST 132 417 11'�" PRECAST 4W 4W 530 653 m an 644 1312 1742 2252 2889 3652 466 1042 1372 1843 1470 1710 12-0' PRECAST 308 607 1210 INS 2048 2586 3191 12-0' PRECAST 111 370 12-0' PRECAST 383 388 476 587 BBB 783 607 1210 1598 20/e 2588 9171 440 940 1300 1580 1314 1478 13'-4' PRECAST 270 433 1045 1305 1732 2157 26M 13'4' PRECAST 82 298 13'-4" PRECAST 308 303 393 484 675 so 44 1045 1365 1732 2318 2005 390 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 97B 1272 1808 1986 2279 w4r PRECAST 71 293 14'-0" PRECAST Zle 278 300 443 526 we 390 978 1272 1606 1950 23BO 378 717 901 1192 975 1133 14'$' PRESTRESSED N.R. NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 508 on 746 865 456 1079 1429 1824 2277 2712 248 8B3 980 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 151-V PRESTRESSED 224 387 484 574 884 793 412 1014 1340 1703 2118 2513 230 81s 908 1134 1353 1572 4' PRESTRESSED N.R. NR NR NR NR NR NR 1T�" PRESTRESSED N.R. 183 1T 4' PRESTRESSED 187 325 365 451 587 ow1T 300 ON1121 1413 1739 2D47 192 506 72D 501 1135 1312 19141 PRESTRESSED N.R. NR NR NR NR NR NR IVA, PRESTRESSED N.R. 148 19'-4' PRESTRESSED 182 285 348 430 513 505 235 736 950 1200 1407 1716 168 420 en B03 950 low 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 126 21'-4" PRESTRESSED 142 219 30B 381 454 527 190 596 833 1038 1168 1488 142 373 537 890 B18 943 22V PRESTRESSED N.R. NR NR NR NR NR NR 2Z4" PRESTRESSED N.R. 116 27-W PRESTRESSED 137 226 290 359 42B 497 165 550 784 992 12D3 1381 137 358 513 859 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 Z45 302 360 418 120 450 954 B24 1014 1147 124 919 455 6B1 eel 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 2016 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* 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774,6078 FAX: 407-774A078 www.abdesigngroup.com L AA 0: 0003325 d m c LL-) 8UDDIV. aLOT: ABBOTT PARK LOT #29 BLK #11 PROJzcT* 04181.000-29111 MODEL: "AISLE" 2007 GAMAGE 8TaKO: RIGHT PA01c: SAFE LOAD TABLES 60 MPH 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) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .177" ° x 2 7/8" LONG, WITH WASHER ® 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA M. 0003326 04 5 8tn3DIN. ds LOT: ABBOTT PARK LOT ##29 BLK ##11 PitoiwTo 04181.000-29111 HOD21L: AISLE" 2007 GAKAGE XWU40: RIGHT PAOffi: ROOF FRAMING PLAN 60 H 1 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19137STRUCTURAL SHEATHING EXP 1 (4000), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. GENERAL NOTES:. ALL AGGREGATE USED IN CONCRETE SHALL CONFCRM TO ASTM C33/C33M MAXIMUM AGGREGATE SIZE SHALL BE 314', STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%EDIT ENTRAINED CONCRETE EXPOSED TO FORTH IXLWFATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7N EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/# . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31&-14,BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC, SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4020302-16 AI31 SPECIFICATION FOR THE DESIGN OF PROVIDE B-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALLSIPBS-0NGROIRU1 Mk1ERE INDICATED ON AL CO NE VAPORRRI ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. UPPED B INCHES AND LED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDI710N,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK, CONTAINS MORE THAN W OF HEARTWOOD. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH I DIA TENSILE STR. SHANK ASTM 10d RING SHANK, 21I2" 0.131 F166 SCREW SHANK 170,000 RING 1- 6 20 RINGS RSRS-03 6d RING SHANK, 2 3/6' 0.113 SCREW SHANK ER INCH) RSR3-01 RSRS 8d RINGSHANK, PNEUMATIC 2316' 0.113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING i USE 1/Z' CDX OR 7/16' O.S.B. PLY WITH SC RING SHANK GUN NAILS AT 4" o s O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & 3 BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL BUILDING LENGTH ,14 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ATTACH ENT SPACING TiREATHING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED 20NE 1: 10d NAILS 4" O.C. ON EDGE AND 6' O.C. IN FIELD TRUSS 2x4 #2 SYP Ol1TLOOKER RAFTER W/ BLOCKING T,'US ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD . IF NO DROPPED GABLE END, ATTACH 2x4 82 SYP ZONE 3,3e, 3r: 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS 0 4" O.C. .. TOP & BOTTOM EDGES ., li - N QJ_Q ZN . Z C7 1. RING SHANK GUN NAILS Y7d- D SEE "ROOF SHEATHING ATTACHMENT' = ci TABLE FOR FIELD SPACING Zrn O J} Y 0' ITYP. EXT SHEATHING A I I ACH OR IS I HUUTUR ROOF: SHEATHING D N #8 Z' DECK SCREWS ® W-8" O.C. MAX ryi EQGES & 1Z' O.C. MAX IN FIELD. UNTHREADED Y D SHANK TO EXTEND BEYOND THICKNESS OF w 0 SUB -FLOOR SHEATHING ` TYP. 314" T&G SUB -FLOOR DECKING OWED TO ALL EXPOSED MEMBERS ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED 70 BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWNS. WELDED WIRE MESH, SHALL BE ASTM A10&LIA1084M, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIR8 SPACED 3'-0' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS S SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM AS15AS15M GRADE 40 IN CONCRETE DEFORMED BARS, RESAR SHALL BE ASTM A8I5 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL- D TRUSS CONSTRUCTION:, AND METAL LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf AND VERTICAL BARS SHALL LAP 8 x BAR NO. UP48CHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S MEET TIONS ORHAN COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD Yl—naimnt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36" WOOD TRUSSES. 10 psf STM CHORD Hwncancurt•nt #5 BAR - 30" 07 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION, INTERSECTIONS OFF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 T A 20 f TOP CHORD p•1 HARD ps psfwl ASPHALT SHINGLES) NO GYPCRETE) 1A ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 1 5 f BT 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED=160 MPH 3- SECOND GUST LASCE 7.16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UMNHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd,, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40Pd SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT WIWITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE DRAWINGS SUBMITTED FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATKW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd, 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 FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SWILL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO HOT 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 WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. 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 MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.16 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS 70 TRUSS CONNECTIONS. ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWBE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 31&" COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 1W. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 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 3/6' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. Z500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0N-0RADE 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 MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C940W OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN RS FINAL POSITION SWILL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES. THE CONCRETE SHALL NOT BE PLACED. IT SF4 1 BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE NTHTHE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR &HALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGNNST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1-17P FOR MS AND SMALLER Y FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SUBS, WALLS AND JOISTS 1-11Y FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCIOR VERTICAL REINFORCING. LAP VERTICAL RESAR 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 A36/A36M, Fy = 36 WI FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A5DOM, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE B, TYPE E OR S, Fy = 35 IOL 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. JSOL7S ARE TO BE STEEL, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGIxkI •g TYPE SPACING REMARK- APPI1G110N ARE I TYPE I SPACING 11REMARMe 1Y3PTFtxMbNOTO RYI WNC CASE HARDFNEDCOIL NMLt1/Y Ldv'0. B,� OARAOEd30RBDCK TO MABONRYhVNC 1H•M IJO WASHER TAFCON MADdIRY FASTENER BONG Jim EMBEO..1—dBT., 1,rY'EDOEDIST. SW,AL EXi. DOORS LOBE N4RDENEOCOIL e'OC WNDDNa00pL FASTENED OAMOE DOOR BACK 1R'dAW PEMBEO..PENDdBT. Ix Pi, BEE NDTEB 9TAOOEREO IMO MA90NRYICONO iO MABONRYAgNG WASHER E%PANeION BOLT 21'OC 3•EOOE GIST. WNDCW aucK CASE w,RDENEDcaL a•ac WNroWDooa FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING tx PT, BEE NOTES NNL 11?L01M3. BTAGOEREO IMOMASONRYIOONC. MneoNRYrcoNc. REQUIREMENTS E%T. 8MTID DOOR p)Mlspw •TAiCYMf' 18'OC ELBED. BEND Nd1dEMLN6 YA • 1YI° E%PAN&ON .•91BED .CEFn �•� BlxM ix PT. BEi: NOIEB NO WlRHH1 FASTHFR deT.,lt?EDGE daT. WALL TO WNC. BLAB WI WF&ER BOLT deT., 3'EDOE daT 2, PT WINDOW BIxM 0.138°PPFx]1Po" 6'O'C"END deT.,t i? PT T08TEE1. COL. BEE Wy,��� STAGGERED EDGE dBT NOTES 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SWILL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE B. WINDOW AND DOOR BUCKS SHALL BE AS WADE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCDNS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdealgngroup.com AA 11: 0003325 1 h 17 a G �n IND 1.4 8L7HDIV. Ae LOT: ABBOTT PARK LOT #29 BLK #11 PROJECTo 04181, 000-29111 MODELT "AISLE" 2007 GARAGE OWD140: RIGHT PAGE: DETAILS 60 MPH EB 1 DA'�lCE'. 02/02/21 9CALE:1/4• = 1'-0* SHEET S N1 � i go,Dr �-*qv\ � rojp, * T�- wk,j, (eke 's j 1" 4r� 2�00 756�