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HomeMy WebLinkAbout7797 Broad Pointe Dr99 2447 93EFB-ROBIE9 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, ?NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATECITY OF ZEP ES HYRIJ HOM E PLAN EXAMINER I 12602 TELECOM [RIVE, TAMPA, FI 33637 Tel. (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .pLO = MmM con, �g�I, GN IMN (2M7) -AL 10M AND STATE COM -OCCUPANCY - RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE - VB •YIN. DiPEIHOR FINISH - CL1S3 B -BASIC WDID SPEED — Vas =12 MPH vend=124 IIPx •1—SfORY RBSIDENCE - :I -STORY RESIDENCE -VAX. BRIGHT AS PER IACAL AND SPATE CODES ABV. ABOVE LAV. A/C AIR CONDITIONING LUM. A°T ADJUSTABLE M.C. AMP. AMPERAGE MIN. ED. BOARD M.T. CL CENTERLINE MTD. CAB. CABINET MTL. CLG. CLEAR N.TS. CLR CLEAR O.C. COT. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PIT. DBL. DOUBLE PLYWD. D.G. DIAETEGLAZED PR. DNA. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL BAD. DP. DEEP RA.G. DIL DOOR REF. D.S. DOWNSPOUT P.M. DTL. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION S.H. FQ. EQUAL SET. EXH. EXHAUST SHTHG. EXT. EXTERIOR SHWR F.GJFX. FIXED CLASS SIM. F.G. FUEL GAS SL. FIN. FINISH SL.GL. FLR. FLOOR STD. FLUOR. FLUORESCENT SwS FR DR FOOTING DOOR TEMP* cA. cnucE THK. GAR. DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GINRTOERRUPiERTCIRCUIT T.O.S. G . GLASS TYP. GypH.B. BD. GYPSUM BOARD U.N.O. H.C. HOLLOW CORE V.P. HDR. HEADER W. HOT. OR HT HEIGHT W/ INSUL. INSULATION WD, INT. INTERIOR W/H wi{ LAVATORY LUMINOUS MEDICINE M NI IINEEC�INRET MINIMUMro METAL THRESHOLD MOUNTED METAL ON CENTER ON TO CENTER PUSHBUTTON PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENINGTENANZE SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALLS SECTION OGIa�s THICK TOP OF CURB TOP OF SLABS TYPICAL UNLESS IS � VAPORPROOF WASHER WITH WOOD WINDOW WATER a UCHHTIRON DATE DMCRUnION 2-STORY BLOCK CONVERSK7N ARCHITECTURAL SHEET DESCRIPTION DID GET ISSUED PG CS -COVER PAGE PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA—DETAILS PG A2—SECOND FLOOR PLAN PG A3H-FRONT &REAR ELEVATION "H" PG A4H-LEFT & RIGHT ELEVATION "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN pG PI -PLUMBING PLAN PG M1-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3—DETAILS PG D4-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS SED PG WA6-WALLG WA5-NOT DETAILS OMAB 2011MCUPDATE 02/R/IS STOhE ELEVATIONS ADDED o2n3n6 EdD GET RE -ISSUED 04&m FOOTING REVISION PER M. BOWES mgg IPK.ORF'ORATE I -JOIST DETAILS 4 FRAMING PLANS PER M. BOIIlEB ante CONSTRUCTION DOCUMENTS RE -IUD OS�lO/IS BOLLARD DETAIL TENSED 0MA% DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SISA • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, L.LC. 1441 NORTH RONALD ISOGON BLVD. 1441 O NORTH FLORIDA 32750 LONTel: (407) 774-6078 Fax: (407) 774-4078 02mm TV&" IDS ADDED TO FRAMING SHEET SQ.FT. CALC,'S �y PLAN MAIN 04MM REVISED LINTEL SIZE • ENTRY BT FI.R LIVING I" Sa FT. = FLR LIVING I�g9 Sp �, TOTAL LIVING 2,441 SGL FT. GARAGE 4®3 SQFT' ENTRY 32 60. FT. TOTAL 2,BB2 SO FT VW PATIO w ea. FT. 0~3 LIGDATED LEDGER BOLT SIZE 4 SPACIN6 064M ADDED LED LIGHTS • KITCHEN 4 BATHROOMS PER MARL BOWER Damns REVISED I•JOIST LAYOUT Mft LEDGER BOLT SPACING TENSED "D EOD LAYOUT imin ADM OPT, W-V CEILIw HEW STRUCTURAL SHEET # DESCRIPTION PG Sl —FOUNDATION PLAN PG S1.SA-DETAILS PG SLAB -DETAILS PG 51.2-FIRST FLOOR DOWEL PLAN PG S2-DETAILS DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.1B—DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.1A-DETAILS PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG Se -ROOF FRAMING PLAN PG SB.lA-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIdNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RE a IN WRITTEN/DRAWN FORMS IN A TDIELY MANNER. AB DESIGN GROUP TAKES NO RESPONSLBRM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSPRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com L AA M: 0003325 s p 8 44 so 0 'u o'frp . PARK LOT #8 BLK #10 F-ROJECTp 04181.000- 08103 MODIM, 3EFB "2447— ROBIE" GAIewGE SWING: RIGHT PAGE: COVER SHEET 60 MPH EXP. DC 19 ROL ND i CRA DAB 12/02/19 SCALM:1/4• = I'—O" 511iEET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 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. arts: 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. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 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 i. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET S. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPUER 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 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %i-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 341NCH GYPSUM BOARD OR EQUIVALENT. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT 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 ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 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 %' 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FIMSM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ya" 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 & ASTM-C1063-12s. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUP'S 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. EX IWR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W' DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA S: 0003326 J a F-lmux?molbffr LOT #8 BLK #10 PitoincT,P 04181.000-08103 MOD11:1i 3EFB "2447- ROBIE" GAT "M 1s,wrMG: RIGHT PAGIO: GENERAL NOTES 60 MPH EXP. Nil F-PRMTDA 12/02/19 SICAXX;1/4" = 1'-0" asM= GN 1A'.A' ,_2. Iff-0. PATIO 60686 3052 Q LPMG ROOM V_rCL& I BEDROOM#2 W-V O.G. � I I e � � J• POST �9 � • W.C. 4'-0• 2' 8• I w-0 CLa I I BATH #2 OIwC 5- I I • 10 � EI" L DBUG ROOM I 8'-r G.G A 1 STAIR DATA 15 RISERS • 1.52, 14 TREADS • 10' 4' NOSINGA �SH#LR PAN CAATS '{' C.I V. POST MT I — e _-- --- PANTRY V_v CLCL N. ALF BOLLARD AS REQ. WALL LW GAP PER ESLOG. CODE 0 GARAGE 8'-0' CLG. a FOYER B &4V 0. 19'•4' \MT. W-4' 3'-4- TRANS. ENTRY __-- 6,r CLOA X1'-0'OHD. '-4 1'-0' '-4 '-0' I6'•0' '-0' 29'-6' 4,_4, NB f MASONRY/FRAME WALL LEGEND 8' BLOCK WALL UN.O ON PLANS 8'-0' ESRC•. 8' BLOCK WALL UN.O ON PLANS 11'-4' BR5*. LOAD ORG. WALL U.N.O. ON PLANS 44' INO LOAD ESAG. WALL UNA. ON PLANS ALL INTERIOR DOORS TO BE 6'-8' HT oOHan1a11rwoaADwlo�D�Da ellactaDElsPoelalEFaa — alas @BaIM Ia11E 801E mmvmDMD Nam NDTVE FOOTNE MIN. WINDOW 10 5 31/40 CRITERIA EXTERIOR SWING 16 5 36/-41 DR MIN. CRITERIA &GD. MIN. 41 b 34/-43 CRITERIA 16010 O.4D. 112 5 31/-35 BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 6TH EDITION (2017) TO MEET TESTED ALLOWABLE OR NOMINAL V= LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0011MOLVAIE0111110111111 SQ.FT. CAM'S IST FUR LK410 I" SO. FT. 2ND FUR LIyaG 1,399 SQ. FT. TOTAL LWM 2A41 Sa FT. GARAGE 403 Sa FT, ENTRY 32 SO. FT. TOTAL 2,BBY 8Q. FT. S 0 PATIO 80 86L IT. FIRST FLOOR PLAN SCALE. 1/4 " 1'-0' NOTE: -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN y2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE 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 2011 ((PTH ED.) 302.1 d N. RONALD REAGAN a LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774407E wwwsbde•Igngroup.00m AA N: 0003325 jail � J 5 q L 91 gill UM PARK ��� LOT ##8 BLK #10 P1t0JICCTfp 04181.000-08103 MODETA 3EFB "2447- ROBIE" GA1tAGE SIIIIIMG: RIGHT PAGE: FIRST FLOOR PLAN 60 MPH EXP. 201 D 02/19 8CA=:I/4" = I'-0" 8*1z= Al TOP PLATE 0 in BAR DETAIL 3/4' TAG SUB FLOOR GLUED 4SCRESED PER FASTENER SCHEDULE — 9'-4 3/4' 2ND F1WL FLR to 8'-0' IBM3. NOT. PIE-ENG'D FLOORING SYSTRI (SEE FLOOR RR4MING SWEET) --� FIRESTOPPNG SNALL BE V2' GYP. INSTALLED IN CONCEALED BOARD — SPACES BETWEEN STAIR 6TR?I6ERS AT LEAST ONCE IN THE MIDDLE OF EACH WIN AT THE TOP AND BOTTOM AND BETWEEN STUDS ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS OF OWE 'ENCL ACCESSIBLE MIN PER FSCR 20n. STH EDITION SPACE UNDER MINA MATERIAL FOR STAIRS SHALL FIREBLOCKNG SHALL C.OWIOW WAVE WALLS, TO FBCR 20M. NTH EDITION MIMJU UNDER STAIR SURFACE AND ANY SOFFIT8 PROTECTED ON TWE ENCLOSED SIDE WTH V2' GYPSU9 BOARDS. STAIR DATA= 15R • 152' 14 TREADS • 10' • I' NOSING (2) LAYERS OF 3/4' PLYWIOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING \ CONTINUOUS \ HANDRAIL - - -� \ -- I , \ 3/4' KICK PLATE \ 10• \ MIN. \ \ V MAX. \ NOSING A o E c a \ = m S DRAFT \ eroPPNG \ \ S ) 2TRNNGERS \ 2 x 4 RE-sNPOISCtNG • EA 2 X O STRN42M SERURE WVUd •'-S' O.G. \ _ 0'-0' FIFL FLR �, PBCIt R3822.1 ��— STAIRS RISERS TO CON FOW TO M R •W EDITION MOW MN. TREAD. W MAX MSER-1 3/4. 3A6' MAX VARIATION N I16611MR1EAD8 ADJACENT TO EACH OTHER "' MAX VARIATION N ANY RISER/11EAD KA NDRAIL CIRCULAR CROSS SECTION DIA. TO DE I V4' • 1/4. OR PROVIDE EQUIVALENT GRASPABILITY WNDERS- MN. •' WIDE • NARROW END MN. II' UOTH • D' PROM NARROW END 34' MN. NNORAIL WGT. STAIR SECTION B SCALE, 1/3'.I'-O' THE CLEAR SPACE BETUJEEN IL_ 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' \ HANDRAIL • 36GING' AS PER FBCR R311.1.82 W/ 2X4 RE-IFFOR NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I#'t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16010.1 / F.B.G. 2011 HANDRAIL SECTION 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.00m AA •: 0003325 g S J tF�i ~J y C � �Za�J IL IPR 7 dTfrpPARK LOT #8 BLK 10 OJECT/F 04181.000-08103 MODEIA 3EFB "2447- ROBIE" CwP.AGZ BWDM: RIGHT PACE: FLOOR PLAN DETAILS 80 MPH EXP. ROLAW A. ABOUC AM L AR NO 93723 2 1 9CALMI/4' = f-0" 1 RAN VIN 2W.81 XX A LI 1'11 �r� � .: IN o III',b AIR WANDLER ON METAL STAND QV 10AN o DELOW owws surm W-V CLO, .4 e. a Vqr en. 10 0 1 �XNAMMAXII3 SECOND FLOOR PLAN SCALE: 1/4 . I'-V 1441 N. RONALD REAGAN SL LONGWOOD, FL 32780 PH: 407-77443078 FAX* 407-7744078 www.abdeslgngroup.com L AA #: 0003325 PARK LOT #8 BLK 410 PltojzcT# 1 04181.000-08103 MODMIa 3EFB "2447— ROBIE" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. Ftf-AM A ABOUCHACPA L AR NO 93M j DATE: 12/02/19 BCAXX: 1/4' = f-o" sklZ= A2 ,� N'-11' — - — - — - — - — - — — BLS - 9 HGT 12 SHINGLE ROOF � 11'-4' 2ND FLR, BIG :IXT11 FYPON BKT OR EQUIVALENT I SI 9'-4 3/4' 2ND - ----- FIN FL- - ------------ S'-0' IST FLR BRG HGT - 4' RAISED BAND a ITYPJ v �� 4' RAISED BAND oa (TYPJ 6 0'-0' FIN. FLR tt LINE TO BE SCORED FRONT ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH /-4' RAISED BAND ITYPJ 8' RAISED BAND 9'-4 3!4' 2ND FI$ N pLR. IST FLR ,R -GT. COACH LIGHT 6' RAISED 9 BAND/TYPJ AREAOFATTIC = 14S3 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/3DO REQUIRED VENTILATION AREA = 1451 /300 = 4.84 VENTILATION AREAXSQ. INCHES PERFT.(144) = 696AS SQ. IN. MIN. REQUIREDVENTILATION = .5X 696.48 IN UPPER PORTION OF ATTIC - 348.24 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 348.24 /138 TOTAL# OF VENTS REQUIRED = 3,02817 TOTAL#OF VENTS PROVIDED = 4 *AREAOF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WAULTO EXTERIOR OF WALL, NOOVERHANGS INCLUDED) 1/2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA60NRY 4'x4' GALV. T.'-TYPE PLASWNG SET N ROOFING QE'!NT - FIOlIWSLASS ONNGLE6 OVER -W In 7X6 6YP PT LEDGER allPAPER ON 1/Y' ODD. 6MATHNG OR IR'x6' TN@ APED ROD 32' V2' COX PLYWOOD GEQJFED PER Or. 4 MTH#16' CP EACH NAILING 809COLE INC) SE MAX T INOP P80N ;IL1O-KF Witoom ELEVJ — - - HI MN STRENGTH EXPDXT USU-26 T- 2x6 " RAFTERS OR PRE-ENWO TR086 (PER ELEVJ ,� - now GLOPE��- M1/1 MN, ' oaD 61EATNNG ddJMT TO DE 860111111110 TO CNANEL PAW 60FMT 2X6 MB' INIM WV Sd NAILS w or_, • PLRFETER LU626 Y l4) IOd'Y TO LEDdOt AND (2)10d'Y TO 2x6 JOIST 2'.0• Do S" PT LEDGER iw WW THREADED ROD M' OC. 4 MTFIIN 6' OF EACH END MAX a" N a-MON HIGFI STRENGTH EXPDXY 6' MN EMDED. OVERHANG DETAIL IT'-4' 2ND FLR, IT'-4' 2ND FLR BFia�THGT ZTT. .0. BRG. BWEMITESFOP DIPAMNG6 SEALED DYE 6610NAL lIJ6WEER FOR REVIEW ■ AND orrWNTa AND C PLYWOOD OWAT14NO 6MM 67RIJCTURAL V' v Q---- � NGT�.� _ ROOMM AND R.AGWNG W/ DRIP TRM NIWAFa AV AxO�ona EDGE PER MNIgW. uWl@IWANTEE •++ + TS A ivWIllulw ~ FAGOIA OT14 DIEAK METAL MYONWr SOUR SEY1 es 6TVGNRAL 9'-4 3/4' 2ND �, -77L ----------- ----- c' - .02'-4 3/4' 2ND Ix2, 2x6 MOOD FASCIA SEE� FI�FFLR STRWTUMAL FOR FASTROM 6'-0' IST FLR - - — - - - — - - - 8'-0' IST FLR VENTED 80R1T PER ATTIC CALG'S BRG. I-GT. — - — — — — — - - — - — - - - BF3s HGT V2' THICK 2 COAT CEl'IENT PLAaTL'IE API -LIED DIRECTLY TO MAGONRY RAISED TRM PER ELEVATIONS PC RR. WW40M PER PLAN RAKE SOFFIT DETAIL F� s ALE: IR . 1'-0' 0'-0' FIN. FLR , �n - 0'-& FIN. FLR REAR ELEVATION TEXTURED FINISH 144i N. RONALD REAGAN 13LVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 6: 0003326 1 PARK LOT #8 BLK #10 PROJECT* 04181.000- 08103 mo ELe 3EFB "2447- ROBIE" GARAGE DWING: RIGHT PAGE: FRONT & REAR ELEVATION MHM 60 MPH EXP. DATE+'. 12/02/19 DCAL.E:1/4• = 1'-0" eFIEET A3H PARK LOT #8 BLK #10 PROJECT* 04181.000- 08103 mo ELe 3EFB "2447- ROBIE" GARAGE DWING: RIGHT PAGE: FRONT & REAR ELEVATION MHM 60 MPH EXP. DATE+'. 12/02/19 DCAL.E:1/4• = 1'-0" eFIEET A3H IT-4' 2ND FLR BFbG. HGT. --------- T-4 3/4' 2ND , _6t FIN. --------mot 8'-0' IST FLR BRG. HGT. 0'-0' FIN. FLR IT-4' 2ND FLR BRG. r, V-4 3/4' 2ND FIN FL' �— S'-0' IST FLR BRG NGT.$ 0'-m_ FIN. FLFP-oo LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE. 1/4 • I'-m' TEXTURED FINISH D IT'-4'� 2NFLR BR3. HGT. '-4 3/4' 2ND FINS pFL, ,�8'-0' IST FLR B�TNGTHG Amf� 1443 N. RONALD REAOAN BWDf LONGWOOD, FL32780 II PH: 407-774-6078 FAX 407-7744078 www.ebdealgngroup.00m AA #: 0003325 Y JME • a s� Ev$AOalr�aT PARK 1 LOT #8 BLK #10 PROJECT* 04181.000-08103 MODE 3EFB "2447— ROBIE" GARAGE EWING: RIGHT PAGE: RIGHT & LEFT ELEVATION "H" 60 MPH EXP. i DATM rRurr 12/02/19 ECAL.E:1/4' = 1'-0' BMZT A4H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -F--1 VVV IZSV OUTLET 20 AMP GMJ POLLS IIOV OUTLET IICV ORIET VJ OF O nsr WI® TO MTCN IIOV OUTLET D&JrGPI ONUR g1�D FNL PRERIP NTIIR MNIR T R1NeTM4T TTPU I E@ 22Ev CUTLET (M WIE GMSCTM IWIIe VC WATERPROOF 40MND FAULT 17PI OUTLET NnTMrIER SWTCH SWTC14 3•WAY OPER $4 SOTCM 4-014Y OPER WILL MONIED ' V LIGHT CELNG LI214T © LED CLO LK4NT ©vP LED VAPOR PROOF LIMIT OVP VAPOR PPOOP L.OW OIWN NOW CAN eV9MT. PAN I ON FM eG. PT. WT. FIN VVII.gM ICMF sa". (epiEC+ Too SR uw (aUFACE TtfTJ MROWD 2' FLUORSOC" 4' FLUO1010CSi/T y l-la-�-er+ 4' TRAGIC LIONT an PANEL dill PETER O SD. @IOIQ DETECTOR YTT Eerx.uP YILtlSMII1R rM t �J WY1 MVJGW WOKE DETECTOR sAn. saac.ua ELh{Sfil� ® S/00 cMaeoN PIDICHOMNno%4 0l7tCfOR caw �� eacTED SWILL M A O "A" OF NOT LOW TIlN 4' FONDANT LIUNT NATU AL OAS "MAPworE JACK WATER {EATER AISCOMSCT AIR COMITKNRS DRCONlECT i TELEVISION JACK all EON IEm O J-sax To Be SUPPORTED N ACOOIOANw IW now MAP= AS SUCH FOR CILM SM COLNa PM4Ltl1(T TOACOECppA Dar BOX MAPOW AS SUCH FOR Ica 24• Na *VNBCNT Lkwr STRIP 0 26' eE4r LISNT ONT SIn aP nnnnnnnn 4v NaMrosecow LOW STRIP FLOOD LpFIT R. Ow. SECURITY IGETPAD !tiJ PA. PIISN•OUTTON FOR CWM on FORT • LOCATION OF TV JACKS 4 PMO S OUTLETS 4 FANS TO M t tRPlV a NOMBOU 40t PIE -CONSTRUCTION MEE. m • ALL O 4 2E AMP BRAN04 CNRCUM& TO M ARG FAULT pROlEc1ED O'ER ELECTRICAL PROVISIONS OF CEO •Tu 6DgTION r2En) 4 rave 2gen 2pa EDgigeN. • 20 AMP DEDICATED LMSORY CgR01NT. • GIP+ a ISLAND (NOT ON Nrcw ,4 C7RGUT) • DIERMSIER DISCONNECT TO M LOOKOUT N PANEL • DATNROQI OSIMIaT PAN TO NAY[ MN. CAPACITY OF 50 aM W EIWVTOW PER ELECTRICAL PROVISIONS OF SECTION MEiEIJI Pell! i7N mrcN71 r2p'72 • LMSORY ROOM RECEPTACLE eNALL M OR0:10 FAULT OROAT•N1ERItlIPICR PROTECTION PM paptoGt L 04 FEROM • WRM METHOD SMALL M NON METALLIC OAML1 PER ELECTRCAL NRDViNON& OF FECR Ang ®rfEML ALL WOW TO CO IMY WTN I!LEcTmc,4L PRDvIsIDN s OF TNEFECR ArN m r2En2 • ALL Larva e4(aLL tag .F. gM+-•'• eY No, R AND Te• OF LU.WTM MET w ENERGY EFFICIENT — FRR •(,E(.j(EolaY aa�ERVATIaN rImSlDEN(TIAl ENERGY METER VE� QEILFT LOC. LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 a 1'-0' ALL BRANCH CIRpETS Reim N Ma 2kVW ARE TO BE PROTECTED BY AN ARC -FART N1ER4 PI R LISTED TO PROADE PROTECTION OF ENTIRE 5R440H CIRCUIT WP Panel MAIN . A PANEL: 8/16wpat breaker VOLTAGE: 120/24OV-lPh MAN: 150 Amp M.C.B FEEDER[ 3-e1 CuTFMN a 1-SB Cu(G) In 1 12' C. OR 3- #W AL THWN 6 1- aS Cu (G) In 1 12' C. arse M. Be ware (:N•.t 2MM taw b ►4NM.. w El"" M11NG I= 1 22 sp.r. e PANEL -A PANEL: 42 cn breaker VOLTAGE: 120/24OV-lPh MAIN: 150 Amp M.L.O. FEEDER 3-11 Cu TWIN 6 1- S6 Cu (G) m 1 12" C. OR 3- S2r0 AL TFIWN 4 1-SB Cu (G) In 1 12' C. Whe Fee Bar b•e an wft elmult crew wave D..el um SIR pa. take 012 1 ID Is1l.e 1800 1 2 Silo Rwp. w 2 fa 012 1 1 20 Iftwxw.1N .I 1400 i 4 02 1 20 Sm Aw.ww 1a00 a e — e-Il..n x 2 N0 S 12 I M IFm 4 012 1 Z) OYI pAFa 1N0 a 10 1200 GFI m 1 012 012 1 2. BAIT OFl w t2R It 12 1= Okkee,w OFl 20 1 ell e12 1 W F /N../ AFDI tam 13 14 Sea Dry-GFl 30 2 ro N4 1 16 Maw U4ne Rear. Pw" LVft AFa 400 le 1e S I) 1e 1= Nw- 20 1 ell 04 1 % so&= FCI w to N ID00 D- OW,OFT 20 1 812 012 1 20 11tle2.S.e F)AFa 21 22 1200 /EaM-Lb.R WAFa 20 1 e12 e12 1 20 S M&6.Mt3a Nola AFq 23 N 400 OwI.V. Sae AFCI 14 1 eN 24 RO OnwA BW..on AFq 1.014 21 29 f000 .NnwmM.m 20 1 02 Zp w R12DWO 31 3233 N S22 3T SBFS 2 3a A/CAIRN a KVA A ea31 39 41 40 S 42 3 w Lo.4w .Nroa.m.n4 act-cNwlWma/IN. tww 2a1W lad.J.clb4anwa bcla wkW.Nm./Aar .m-d Feel. CakuNSon.: ABBREVIATIONS: AFa: ARCFAULTCR N RUPWR No,. Naaw-Iow,DAD eR: ORDUNOFAULTNTERRUPTER Tml Iwtl.nilsl b arll.n4 Nmr 43i00 1 wa la000.re..faox IM A wtl..140% 1= T-A/CIw4 teal LOAD CALCULATION IS SHED ON AC NON -COINCIDENT LOAD Tml Ca.rW.. L..e W.Ma 380R T.W Am ISIO,oa. Naf General Lighting a ReoeN.ON Loaf Tom AA: a w Frt 2447 Pavel Lb ARs iW 18 Fl. 7341 N41a. 1 a165WA.1 et 100% 65 Tole G—W UlFt.. Re, ens 7406 CkteA I v bkkt Total 0w-.I Lb a Rs P.M A 8 926 7406 to I L I LED LIGHTING C SINGLE LAV. BATH*2 PROVIDE 3rt/0 CU, THEN 4 1% CU IN 2' CONDUIT OR 3 04/0 AL, THULN . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANCa,) 150 AMP ELECTRICAL R15ER NOT TO SCALE. COI"RINATIOII SERVICE DISCONNECT SWITCH AND GENERAL NOTES. M ELECTRIC METER IN A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR btH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENT$. I50A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWJ UNLESS MOB NOTED OTHERWISE. TELEPHONE SERVICE ENTRANCE EQUIPMENT POWER COMPANY TRANSFORMER PROVIDE I50 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN I_l DIA SCHEDULE 90 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE S0 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS BO AMP 0/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 � 999 Q aa•ii�fi[[[ q 0 L Burner? � PARK LOT 4A BLK 10 PROJECT# 04181.000-08103 MODELa 3EFB "2447- ROBIErr GARAGE OWWO: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 80 MPH EXP. - 1 44 CU SERVICE GROUND CONNECTED TO RINT12 02 19 CONCRETE ENCASED FOOTER STEEL PER ATE:ELECTRICAL PROVISIONS OF THFISCR rtH e2011).• .EE 1�4e =1�-0� CALEDITION ir S/S" DIA,X S FT LONGCOPPER CLAD GROUND RODHEE'P E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES MY CUTLeT x AMP MUM FOLK rov OUTLET YOv OUTLET D OP OUTLET ee® TO OWTC14 BPI eOV OUTLET EVR•EDtlWRO PAIL 2/0V OUTLET (u MRe CONNECTION f'F Yr iF Gfl MKT. WATM-010M OUTLET 601MM PMLT Ni114•IP7ER O UTC 4 GMTCH 3-WAY Orm �4 MTCN 4-WAY OPER, WALL rrOUN1ED LIGHT CEILNG LNiNT 0 LED CLG LIGHT LED VAPOR ©vp FROM LIM4r O VP VAPOR PROOF LIEHr OQ RKpND Cm eVMrr. PIN I OM PER en FT. VEIR.T tlKIOH I---- V pomm (eF'eSC• TED 0'f ]-ELLO eFeliP ® LL�� fINC�BBD) AROItD FL /EUI�ACE MNTJ ARO IOUO 7' PLUOREEOM RAMISKMa 4' TRACK LMHT O PANEL raTm avow DETECrae 'ejyu l� n I I I Wu.L HOMED Vvm DETECTORCARI Rerr. sAec.Ir yLy�y� ® own acmaoMALL O17n MqRIN -COCTID ME A DMTeNca OF NOT LEN Tww 4' RICH NALL PED.MR LENT HennAL 4" OUTLET . TELEMCM JACK WATER BEATER TO Y eLEveTee OMDC*MCT AO DISCONNECT F�N TMAVIMCM JACK CEILNe EOX Pon JQ TO EE oLrwcm ED N ACCOICANCE SV EOX J-em PUIRI D AS Suc14 FOR CELNM amTO CELSM RMMJM r 0E SU PORW N ACCORD IrCE " Im M SUCH FOR VAPECTM Haan K• MA401MOOff LOW &Tw ar>�n Rr• acnexer�Nr LMM srRr nnn® 41 LIGHT STRr ROOD LIEIR OPT. Ncuway igr"w • rA rusm surrON POR wo n Ueo PORT • LOCATION OF TV JACKO 4 PHONE OUTLETS N PANS TO N VERrED • HO'llldURNEle PPt-COMETRUCTION PEETNI • ALL S • 70 AI'y ORANCN CIRCUITS TO. L7E ARC PIILT PE PROTECTED R ELECTMCAL PROVINOM OP MM • JO AMP DEDIC4 LAUNDRY CIRCUIT. • Rw • om (FIOT ON IOTCMM CIICNT) • DNMWW R DRCORNECT TO ME LOOKOUT N PANEL • DATNROOM NW"T PAN TO NAVE MK CAPACITY OP M OM NIomrrENT PER ELECTRICAL PROVRI" OF SECTIOU Muni! FerJe ATY [Dr (4e l 1l • LAUNDRY ROOMREG[PTAOLE .HALL x cmMOU D PAULT C HUT-MEIOW" PROTECTION PON PLVAQNraL ON FEEDERS • UEUNO METHOD MALL ME NON METALLIC CAKE PER ELKDaaeAL mwvIMONE OP ReGe erN M=mu • ALL WOW TO COTrLY WITH ELECTRICAL. PROVINOM OF Two FED! ATN ED ('wM • eLL LeF••e SN/L.L ee eeLPL•T® eY ww Cm AND ft 4 M" MINT eNE M,R. eRgfJNT TYPE P•Je SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4 • ]'-IV' ----------- LED LIGHTING @ DBL. LAV. OWNER'S BATH LED LIGHTING Cam? DBL. LAV. BATH 3 IIN. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.ebdealgnBrouP.com AA M: 0003325 LED LIGHTING @ DBL. LAV. OWNER'S BATH LED LIGHTING Cam? DBL. LAV. BATH 3 IIN. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.ebdealgnBrouP.com AA M: 0003325 MEN J S S q s M oalr z' PARK LOT #8 BLK #10 PROJECT# 04181.000-08103 IIODEIA 3EFB "2447— ROBIE" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. DRINT ATE: 12/02/19 8CAM:1/4• = f-0" SKEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • V-V SECOND FLOOR PLUMBING PLAN SCALE: 1/4 • 1'-V' VTR V y i PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdnigngroup•corn AA M: 0003325 •00 b �e r-sumoapr7l PARK LOT #8 BLK #10 P3toamT,/ 04181.000-08103 MODZ t 3EFB "2447- ROBIE" GARAGE 8TIMG: RIGHT PAGE: PLUMBING PLANS 60 MPH EXP. DmNT A-M.. 12/02/ 99 ECAIX.I/4' = 1'-0* MIEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MIFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LE88 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER POO 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. t ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL ISE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 60T. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER 5006TER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL 1010 EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y SECURE STRAP TO CONC. CONDENSER 3/4' PVC CONDENSATE DRAIN LINE W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB OR EQUAL p REFRIGERANT LINES TO PLATFORM RETURN W CONDENSINGIT TRAP DRAIN LINE AND TERMINATE 4' CONCRETE SLAB4 SECURE STRAP TO UNIT !2) �8X1 1/4' BHT. MTL. SCREWS IN AN APROVED DRAIN, AS PER FISCR TION l2 MECHANICAL LAICAL DG. BLCODOD E CONDENSER UNIT SECTION 30'1.2.4 HVAC DRAINS CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • Pi' FROM STRUCTURE SCORIATED NICKEL FIN, FLOOR COUNTERSUNK BRONZE FL. PL. -1-11 OR WALL C.O. PLUG �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 00 //-- WADE 8240-K JOSAM 560 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.G OPTIAMC FLOOR SLAB CLEAN —OUT (T FIN. GRADE OR PAVING SEE SPEC. I'-8'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ZEXT. GROUND CLEAN —OUT (TYPN) FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 G I'-0' 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAK 407-7744078 wwwAbdesipgrouP•m AA N: 0003325 let;. g I g b a�� s A OalTrT PARK LOT #8 BLK #10 P1toJL'CT* 04181.000-08103 moDm>1a 3EFB "2447— ROBIE" QARA0Z BVnNa: RIGHT PAOR: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. Z) NT T3L... 12/02/19 8CALE:1/4• = 1'-0• a M1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL 15LM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FMO14 AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 814ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWED, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (2011) 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 SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND P5C 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED UITN BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH 05F BOOSTER PAN OR EQUAL. PANTEC14 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 1 BALANCING DAMPER OR 050 0 CEILING EXHAUST PAN CEILING EXHAUST PAN a LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL FREE DRAW AIR HANDLER CLOSET W/LOUVERED DOOR SUPPLIED BY BUILDER SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 • P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeaWgrouP.com AA 0: 0003325 S gig a lei 11 AoafrF� PARK LOT ##8 BLK #10 P1tojmcT# 04181.000-08103 MODSI.c 3EFB "2447— ROBIE" GARAGIC SWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. 2X4 TOP PLATE PLAN y PRE-FAB TRUSS la' CLG. BOARD 1/2' DRYWALL --,— 2X4 WOOD STUDS 024' O.G. 6LAB FIN. FLR V I4V0 IN TIONS SUPPORTING HUNG PLUMBING RES AND WALL LETS SHALL 5E NOT THAN 2x4, WHERE ED NOT MORE *- O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE �1TYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'.i'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbJ.1 ON J' 0A.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 12 /8GYPSUM B< OR 1/2, HIGH 6TRENGTH CI-G. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- as (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 51—ALE:3/4'■I'-0' ENERIGY CODE FORMS MTL. DRIP EDGE -J/T PRE-ENG TRUSS mv � ��'� IR NC R TRUC U REFERENCE STRUCTURA 2x FASCIA PER PER ELEVATION ELEVATIONS TYP. O.H. VENTED SOFFIT R-4J INSULATION WINDOW ATTACHMENT I� AS PER MANUFACTURES SPECIFICATIONS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � r REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS a 24' O.C. 6' cm 1/2' GYP. WL. BD: WOOD BASE — FIBERGLASS SHINGLES OVER 30PELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RIM11 ON O.S.B. SHEATHING OR i' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE PRE-ENG TRUSS 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ,ri-e■si_i4-ii c ? FW RSN Pm GAS ua soGo sn6 WOOD .W'e F18! aALv. 6T6EL By rwr. ' OVlPMAD DOOR OVAL Imo. OY omm FA67000 TO pDay TRACK ORADQT6 w FRo=r APPAWAL RNA 14 29 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS -'r•a' p1 SCALE: 11/2'•1'-0' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER IM FELT PAPER OR PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, INSTALLED PER SECTION FIBERGLASS SHINGLES R90S.0 ON l' 0.8.5. OVER W FELT PAPER OR SHEATHING OR J}' CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION RwSll ON ' O.S.S. FASTENER SCHEDULE STIFFBAGG AT ALL UPRIGHTS SHEATHING OR J' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE TYP. —PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE ON• O.H. MTL. DRIP EDGE 2x FASCIA PER 4,PER ELEVATION 2x FASCIA PER ELEVATIONS Ir ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRUSS SEE ENERGY CODE POP"FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES WEEP SCREED JPER ELEVATION WEEP SCREED 2x P.T. SECURED PER 9/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4J INSULATION - 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G IF!' THICK, 2 COAT 1/2' GYP. ILL. BD. PORTLAND CEMENT a' cm PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0' FIN. FLR _ 0'-0' FIN. PLR a i N W/ WINDOW OPENING B TYP. WALL SECTION , W/ WINDOW OPENING B TYP. WALL SECTION le NO OPENING NO OPENING PER SECTION W5.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL (2) LEA ERS 2:IUN ERLATO LESSYMENT SYSTEM (1:)1-STORY GABLE BLOCK WALL .� SCALE, 3/4'.I'-C' IS REQUIRED. FOR ROOF SLOPES �1 SCALE, 3/4'.I'-0' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774�6078 FAX: 407-7744078 www.abdoslgngroup.00m AA S: 0003326 MIN Rill' �o PARK LOT #8 BLK #10 PROJECT* 04181.000-08103 MODELe 3EFB "2447- ROBIE" GARAGE OWWO: RIGHT PASS: DETAIL %60 MPH EXP. C rpawT Dw12/02/19 SCAI.S:114. = 1'-0' QIiSET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER W FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED 12 PRODUCT, INSTALLED PER SECTION RwS.0 5 ( PER SECTION R005.1.1 ON J' OAD. SHEATHING ON I' 0". SHEATHING OR k CDX PLYWOOD OR J' COX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. TRUSS ER PRE-ENG WD.TRUSS — 24' OZ. MAX. LEV TON 24' O.C. MAX. METAL DRIP EDGE METAL DRIP EDGE --- INSULATION PER ENERGY CODE FORM. / 2x FASCIA PER ELEVATIONS -0' 0A. 5/8' GYPSUM 50ARD 2x FASCIA PER — ELEVATIONS TYP. OR 1/2' NIGH STRENGTH CLG. BOARD VENTED VENTED 1x2 FIRE -STOP SOFFIT SOFFIT / -41 INSUL. REFERENCE— REFERENCE WINDOW ATTACHMENT STRUCTURAL STRUCTURAL AS PER MANUFACTURES Q SPECIFICATIONS w 1/2' THICK 2 COAT PORTLAND CEMENT -----REFERENCE PLASTER APPLIED STRUCTURAL DIRECTLY TO MASONRY 3/4' T 4 G SUBFLOOR GLUED 4 SECURED E AS PER NAILING �> SCHEDULE ON SHEET m w SNI' 1/2' THICK 2 COAT�� m PORTLAND CEMENT �ER PLASTER APPLIED IX2 FIRE -STOP LEVATION jo &P-- M SEE STRUCTURAL -- SEE STRUCTURAL R LEV TION GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD — T" NATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL. W lu wJ a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1/2' THICK 2 COAT ( RENCE STRUCTURAL 1/2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED DIRECTLY TO STRIPS • 24' O.C. DIRECTLY TO MASONRY B'CMU MASONRY 1/2' GYP. ILL. 50. WOOD BABE DQ FIRE -STOP IX2 FIRE -STOP— L n W/ WWDOW OPENING w w R-30 INSULATION PER ENERGY CODE FORM. 5/E' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD Ix2 FIRE -STOP R-4.1 INBUL. 3/4' T 4 G SISFLOOR GLUED 4 SECURED AS PER NAILING SCHEDULE ON SHEET SNI. R TVLEVATION R L V TON 5/8' GYPSUM BOARD OR 1/2, HIGH STRENGTH CLG.50ARD R-41INSUL. Ix2 P.T. FURRING STRIPS • 24' O.G. I. CMU 1/2' GYP. WL. 50. WOOD BASE ° low L ° WITHOUT WINDOW OPENING FLOOR BL OCK K BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL. 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroulxcom AA B: 0003326 Na � • S 0 MOM I5ux?ffio4'r?7�`l LOT #8 BLK #10 1•ROJSCTjp 04181.000-08103 WoasL: 3EFB "2447—ROBIE" GA tAGZ BWMWG: RIGHT PAGID: DETAILS 60 MPH EXP. F-PIARMT 12/02/19 8CAIX:1/4• = 1'-0* D2 A -DINTS 4' EMEBDMEW MN. EVENLY PROM FLOOR TO NJ \LSECUIE 2" 2X8 dOAA6E DOOR SWCK UV (5) N )OW A-OMTS 4' EMaBOMW MIK W/ 2X2'Y)i WAGMR AND NUT SPACED EVENLY FROM FLOOR TO 6ARA6E DOOR NOR N JONTS PRIOR TO FILLMYj. 1-2)0 PT ISLOOK • COMM OF ® DOOR HEADER W/!I))1'XA' J-aOLTB 4' 010R MENT W/ 2W-W UAASHER MO NUT. ®lNALLLCB. SHALL DE N ACCORDAICE TO 16 r MANrACTNRER'S NSTALLATION W710 TIONS UMM MUCH NSTRICTIONS ARE MOPE STRNSEW GARAGE DOOR 1 BUCK ATTACHMENT n•.r-•• a' cMu a DRYWALL 1'X4' OR 1'X2' P.T. NAILER Ix4 P.T. OR %-X4' MIK SECURE THRU FRAME 4 EXTEND I Y4 INTO BLOCK ❑ W/ %- TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING DOOR CAGING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED 41) DOOR JAMB TO BLACK +3 4 OR +5/4 %--j WD(DOW TO BLACK +3/4 OR +5/4 E, KTb. 2X4:m SECURE TO BLOCK W/ V TAPCONS (MIK SHANK SIZE .145 MIK HEAD SIZE 3" MIK EMBEDMENT IV) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2Xb:m SECURE TO BLOCK WK2) 3(s' TAPCONS (MIK SHANK SIZE J45 MIK HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 IS' Or- MAX SPACING. 2X8,m SECURE TO BLOCK W/(2) %- TAPCONS (MIK SHANK SIZE .14b MIK HEAD SIZE 30O MIK EMBEDMENT I Y49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 8' CM V DRYWALL I'X4' OR 150' P.T. NAILER 7PT CASINGJAMB OR WINDOW H TO 2X PER MANUFACTURER DETAILS. NOTE: SHIM AS NEEDED TO PLUM15 JAMS (00 NOT EXCEED 49 DOOR JAMB To BLACK +1-U 2' inl 1ID7D011 TO BLACK +1-1 " SCALE: KT . 2X4m SECURE TO BLOCK W/ W*' TAPCON8 (MIR SHANK SIZE Job MIN. HEAD SIZE 300 MIK EMBEDMENT 1 Y4 ) WITHIN 8. OF EACH END 4 16' O.C. MAX SPACING. 2X64m SECURE TO BLOCK W/(2) 11(5' TAPCONS (MIK SHANK SIZE Job MIK HEAD SIZE 3" MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4- I8. O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 'X5' TAPCON MIK 1-Y4 EMBEDMENT INTO BLOCK cm T&V,VDRYWALL 'X4. OR VX2' P.T. NAILER 2X84sm SECURE TO BLOCK W/(2) 7(4' O.S.B. X 4' MIK V*' TAPCONS (MIN. SHANK DOOR CASING SIZE J45 MIK HEAD SIZE 200 MIN. EMBEDMENT I A DOOR JAMB OR WINDOW WITHIN W O° EACH END 4 ATTACH TO 2X PER IB' OL. MAX SPACING• MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED YW) // r,' � #-TIDBLOCRK 111615Q9* k.V6CALE. KT . 2X4,m SECURE TO BLOCK W/ TAFACONS (MIK SWANK SIZE J45 MIK HEAD SIZE 300 MIK EMBEDMENT 1 Y4 ) WITHIN 8. OF EACH END 4 m' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6m2 SECURED THROUGH SECURE TO BLOCK WK2) NON-67RWCTURAL IX5' %' TAPC0NS (MIN. TAPCON MIK I YW SHANK SIZE J45 MIK EMBEDMENT INTO BLOCK HEAD SIZE J00 MIK EMBEDMENT I Y49 WITHIN a, cm S' OF EACH END 4 18' K' DRYWALL OZ. MAX SPACING. SECURE a VX4' OR DO* P.T. NAILER SECURE TO BLOCK W/(2) OOR CASING %' TAPCONS (MIN. SHANK SIZE J45 MIK HEAD SIZE 300 MIN. EMBEDMENT Oil.) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER Off O.C. MAX SPACING. MANFACTUIR:B DETAILS. NOTE: SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED)V) DOOR JAMB TO BLACK +2 1 4" n 11DWW TO BACK +2 1 4" E, N.T.S. 2X4m SECURE TO 15LOCK W/'1(s' TAPCONS (MIK 814AW SIZE .14b MIK HEAD SIZE 300 MIK EMBEDMENT 0,9 WITHIN 8' OF EACH END 4 IS'Or- MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2Xbmn SECURED THROUGH SECURE TO 15LOCK W/(2) NON-STRUCTURAL i(s' 11(6' TAPCONG (MIK SHANK TAPCON MIK I-Y4 SIZE J45 MIK HEAD SIZE EMBEDMENT INTO BLOCK 300 ' cm MIK EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END • OR VX2' P.T. NAILER 18' O.C. MAX SPACING. a 2xbm �.X4' SECURE TO BLOCK W/(2) i(s' TAPCONS (MIK SHANK DOOR CAGING SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT 149 WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. N'J•.4 MNmw l0,•,u,•ar.m•NDf 0f A•/ DOOR JAMB TO BLACK +3' it+i WNDOW TO BLACK +3' " SCALE, KTb. 2X4m SECURE TO BLOCK ktV V TAPCONB (MIK SHAW SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT I Y4) W THIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2Xb,sy SECURE TO BLOCK WK2) %' TAPCONS(MIR SHANK SIZE J45 MIK HEAD SIZE 300 MIK _ EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X&, SECURE TO BLOCK W/(2) %' TAPCON6lMIK SHANK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NS' O.C. MAX SPACING NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROWN NON-STRUCTURAL Va. TAPCCN MIN. 1-Y4' EMBEDMENT INTO BLOCK 8' CM o 1fi' DRYWALL I'X4' OR VX2' P.T. NAILER k ND 2X SECURE TORUCTURALENDERl2JI2d WITHIN 8' OPEACH ND4 b' TOe' .C. MAXCASINOOR JAMB OR WINDOW 'ACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3' F SCALE, Krb. * TO BLOCK+3" 2X4m SECURE TO BLOCK WNW TAPCONS(MIN. SHANK SIZE J45, MIN. HEAD SIZE 300 MIK EMBEDMENT 1 Y4) WITHIN a' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH 2X6,m NON-STRUCTURAL SECURE TO BLOCK WK2) TAPCON MIN. I-Y4' 1/4' TAPCONS(MIN. SHANK EMBEDMENT INTO BLOCK SIZE 145 MIK HEAD SIZE 300 MIK EMBEDMENT I , CMIJ 49 WITHIN W OF EACH • END 4 15' O.C. MAX DRYWALL SP•AC x4' OR I'X2' P.T. NAILER 2X8® Q SECURE TO BLOCK WK2) Y*' OSJS. X 4' MIK 1/4' TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE DOOR CASING 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANFACTURES DETAILS. Np16 Wf Y N®0 TO /W� Y!� t00 N01 iC7D lf') DOOR JAMB TO BLACK +3-7/10" /iZN TIOMW TO BLACK +3-7 16' ALE, KTb. 2X4m SECURE TO BLOCK OW TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH 2>(6 m NON-STRUCTURAL i(5' SECURE TO BLOCK W/(2) TAPCON MIK W. 1/4' TAPCONS (MINE EMBEDMENT INTO BLOCK SHANK SIZE 145 MIK HEAD SIZE 300 MIK EMBEDMENT I Y4) WITHIN 8• CMU 8' OF EACH END 4 18' Y)' DRYWALL O.G MAX SPACING:. ❑ I'X4' OR I'X2' P.T. NAILER TXSm SECURE TO BLOCK W/(2) ' P.T. X 4' MIK 1/4' TAPCONS (MIK SHANK CASING SIZE .145 MIK HEAD SIZE300 MIK EM�DMENT I Y4 )WITHIN rOOR 8.OF EACH END 4 OOR JAMS OR WINDOW IV O.C. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/'4" ivZ 11DJD01/ TO BLACK E, KTb. i44i N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774,4078 www.abdosigngroup.com L AA 0: 0003325 7 PARK LOT #8 BLK #10 PROJIECT# 04181.000— 08103 MODELL& 3EFB "2447-ROBIE" GARAGE 8WWO: RIGHT PAGE: DETAILS 60 MPH EXP. DitlicT A 12/02/19 SCALE:1/4' = 1'-0" T 8*1z D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232A FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 22/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 10/11/2019 1441 N. RONALD REAOAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX- 407-7744078 www.abdosigngmup.com AA 0: 0003326 >9VMOAL T 1 PARK LOT ##8 BLK #10 PROJECT# 04181.000-08103 1[ODZI A 3EFB "2447-ROBIE" GARAGE EWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 60 MPH EXP. FIR?OR'!D CONTROL JOINT R1NGE Q CONTROL JOINTS Td EE WIRED TIED TO LATH . O• = MAX (VERT.A bUM DO NOT FASTEN CONTROL JOINT TO ".Ad. EVEN P STUD EXISTS BEYOND EXCEPT STAPLES UV LEG MAY SE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ------- FASTENERS TO SE 6PA ED •TOG. MAX VERTICALLY j' THICK, 3 COAT CEMENT PLASTER W RC LAYER 4, FORTIPEER BUILDNG PAPER APPROVED METAL LATH FASTENED 01' (VERTJ OC, MAX AT SUPPORTS UAOD LAYER 9, STUCCO WRAP WOOD SHEATHING Z POP, �1_ L-1 I TWINCUGH JON" BUT SE STOPPED �Rr_ TIED AT EACH SIDE. PROVIDE 2X4 BLOQCIINC FER ASTM CIBi3 1JOJA PLACED RAT MAX i' TO S• \ Www cC40NTPM JOINT FALLS ON yQ[g� L FASTEER6 FOR LATH TO SE NAILS 0 i GTRICTURAL STID � STAPLES N COIIFLIAPCE W/ ASTM CASH L WIRE TIES TO BE (NO. W 0,0415' WIRE / 3. MILOCKING SMOM MAY BE N ADDITIpy \ TO WALL OTUDS REQUIRED PER PLAN / OL TOLD NIHIO. R. A OLtCLO.tWgo. I".A L CoO 4O . 1". a • CIE/Y • R. c �A1v�Y,J �.- OL I" W&MM • PT. A L 00AW • Pr. a FO .4 i LD ® L FOLD 2.MIC . Pr.1 L clElse • n. a L CPKAY . Pc e A FOLD FT. c owR FT. a TLL FT.O TOINOIM morram PLANIN Aw fit( l rroM ~A4M aMT11R TIt1YR MALL POLD. QQ Im on. p THICK 3 COAT C01E NT PLASTER (rIWMaA Vr 2 COAT com1w I•I.A.1E! (crw 00 LAYER Q, FORTIRSER 11WLDIN6 PAPER m "San LAWS LAYER % STI.CCO URMaw4m Omen mom. APPROVED OUILDING UAN1T' SMALL SE LAPPED A MNIMIIIM OF i' . VERTICAL LAPS (ROLL ENDS) 4 i' . HORIZONTAL LAPS. ALL SEAMN NCCD TO DE TAPED WITH PORTEE3R MCATHND TAPE / r r•N LIP • r•rIL uTw \ Sc x X X� I LATH VERTICAL LAP TO BE I' Jl JCS—)C IT ~_ METAL LATH I UM LAYER -1, I STUCCO U3EAP • f'XN P LM r / I UM LAYER -2, FORTIFIBER SUILDNG PARR I I 2 SCALE• I V7 .M- A ® KICKOUT DETAIL � I Y ( wTALL RKraNr AT sOTTQ'I Of ROOF ( WEIR TItWT IL& (MO OIL scumn OO NOT earl LM, 4. ON 1LL LIP NOTE, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO REAMING MEMDERS, THEY SHALL BE TIED SETWAN SUPPORTS WITH CAD415-IL (ut-MM) WIRE AT INTERVALS NOT MORE THAN Y (YJO.V". AS PER ASTMI 0I0163 1A1. FOR REPAIR OF TEAM N WIRE LAYSM, TEAM MAY SE PATC460 WA4000E WRAP TAPE PER MANY. OPEC. OR PEEL 4 STICK 4'R4' SELP•ADHERNG MCd'DRNE 1 PLASHING (COIIPATEOLE UV MQtlE�7� 4. URMP MATERIAL) OVER \ I' OR LESS PIP! [" CUT AND OVERLAP 04 610E OF / SELF-ADHERNG MEMBRANE —� PLASHING STEP 01 C 3 COAT CEMENT CR LATH INSTALL FASTENERS (CLIPS, WOOD SHEATHNS STRAPS, STAPLES) AS — REOLIRED TO SECM I PIPE/ WIRE TO FRAMING WOOD STUC SHEATHING STUCCO 1; NJ S \v %R • uTu • PIFlR WOOD SHEATHING OR CMU WR5 LAYER *I, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER RA/1Cnlldl I wirEFn 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING Z (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. N.T.S- SELF-ADIiRNO M@'EiRMi' FLASWM OVER APPROVED HOLES UIRAP. ILYNNG To EXT[e12. ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP �'2 �M RING MEMBRANE uAm LAYER Z STUCCO WRM UM LAYER 9, FoRTPEER BALDING PAPER METAL LATH i'Fi' SELF-ADICRNG MEMBRANE FLASHING OVER 4'w/• SELP-ADFERNG MEMBRANE FLAOWM OVER APPROVm HOUSE WRAP. FLA61IN6 TO E1[TQb ONTO PIPE COW. MAP OF SEALANT AIR SECTION PER SECTION 7g&7 EIS2IbrIMNa and ExRrlar uae o(poNanpordwW d cement plaster Shan Comply vt UR WoPn ton requlrwnenlS of ASTM C 52612A. InaleneUm of exterior L.WN erM ft ft Shall g ASTM C 1063-12A, LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER-'-'-'-'-'- 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 111: 0003325 I *A w 7 0 i L a AmosFrF 1 PARK LOT #8 BLK #10 PROJECT# 04181.000-08103 MODEIA 3EFB "2447- ROBIE" GARAGE INITIMG: RIGHT PAGR: WALL ASSEMBLY DETAILS 60 MPH EXP. i mm D TZ- pm 12/02/19 aCAI.E:1/4" = l'-O" oklmzT WA1 BACKER ROD BACKER ROD WRB LAYER'I, tsnjr_r.n u)A+gP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEdlUEs OF FLASHING TO BE, I. BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO DE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO LALLSIDpS.Ys' CAULKING • JOINT Wt PER SECTION R703.7 ExWrlorl ft and pWxW lna Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) WOOD SHEATHING WRS LAYER'1, STUCCO WRAP WRB LAYER 7, FORTIFIBER BUILDING PAPER WOOD - 0"TUCTION -METAL LATH a' CP4 VINYL CASING BEAD 6' RAISED BIND cae �ean�L 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER a2 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "Z, FORTIRISER BUILDING PAPER 3 COAT CEMENT }&' TO Ys' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING: BUILDING PAPER OVER 'QUICK WOOD FRAMED FLASH' r - - - -1 WALL HORIZONTAL WEEP SCREED PIPE THROUGH / WALL (FRAME TO FRAME SELF ADFETALL PL _\\\�\\J FLASHING /INSTALL PER MANUF. SPECS) BUILDING PAPER � / ( I UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. -- ELEC. METEF VERIFY LO /AI�GN IV IiGVGIYG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/6ACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I_�' `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )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 CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR6 LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 6® MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP *3 WOOD SHEATHING WIM LAYER n, STUCCO WRAP WRB LAYER, FORTIFIBER BUILDING PAPER METAL LATH •FASTEN TO WOOD STRICTURAL MEMBER a T' OG. MAX V TO X' no --WALL off` PLASHING, CLEAN BEFORE APPLYSKs ®HORIZONTAL WEEP SCREED (FRAME TO BLOCK) UM LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING k MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER al STEP #2 WRS LAYER $I, STUCCO WRAP APPLY bm MIN SEE GRADE 'D' PELT ® MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRS LAYER 02, FORTIFISER BUILDING PAPER STEP #4 — ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP No (q) ELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32700 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 0003325 J 1 to IUIn o`lr 1 PARK LOT ##8 BLK 10 Inon=Tp 04181.000-08103 MODEL: 3EFB "2447—ROBIE" GARAGE I3WWQ: RIGHT PAGE: WALL ASSEMBLY DETAILS IL160 MPH EXP. l� D 7M 12/02/19 BCALE:1/4- = 1'-0' aFIEET WA2 WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WOOD WRO LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER W HAT CHANNEL j' THICK S COAT CEMENT WAY TYPE 'A' DRYWALL PLASTER 6' SAP. a TOP OF. WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING 4' POSITIVE DRAM . WEEP SCREED WRC LAYER N, STUCCO WRAP j' THICK 3 COAT CEMENT \ PLASTER ± - 1, " ' FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW i \ WRB LAYER N, '7. STUCCO WRAP '�`+�~ ' • i WINES LAYER 7, FORTPIS I i BUILDING PAPER i K,+., ,,..,,.•.:':"�-'..';a'%s� 6'6ELF-ADHEREMG �. FLASHING WRAPPED WRI5 LAYERCO 9, •a STLAMICO • CORNER OF CANTILEVER AM66-KWIC-18m `. CUSTOM CASING BEAD I I/2 n' 4• FOSITIVE DRAIN �WEEP SCREED NO GAP IN FIELD (614MN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT. SCALES I IQ'•I'-4D• NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-0% MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRICTION WEATHER RESISTIVE BARRIER , 3/4 RESILIENT WEATHER RESISTIVE NAT CHANNEL VBARRIER -2 �- j' THICK 3 COAT CEMENT PLASTER METAL LATH S/S' TYPE 'X' DRYWALL WVTEXTURED 4 PAINTED WOOD SHEATHING FINISH j' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCTTON WEATHER RE616TIVE CARRIER 9 WEATHER RESISTIVE BARRIER "2 VINYL CASING BEAD j THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH j• THICK, 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAM VINYL C�l��� not:o arsem IN -FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) RIP EDGE @b INSTALLATION EXT. WOOD PRAMED WALL "-FLOOR DECKING PRE-ENGV Tm" WEATHER RESISTIVE - BARRIER N UEAT1 EM RESISTIVE - BARMER •2 k THICK 3 COAT CEMENT TER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL j' T141M 3 COAT C PLASTER LNO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO pommmmell SELF-ADHESIVE FLASHING - - - - - FINISH LAYER (2 LAYER PEEL 4 STICK) 6' FEEL 4 STICK • DRIP 4 EDGE TO 1L(, DECK I K'XI 4/4' P.T. OR ORIULA WOOD (TREX) FILLER CONTINUOUS WATER PROOFING lot \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK—, j' THICK 3 COAT CEMENT PLASTER VINYL COINER BEAD VINYL CASING BEAD -� 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Yj MR SPACE FROM DRIP FACE TO TREX Y: GAP FOR BACKER ROD 4 SEALANT WEATHER RESISTIVE BARRIER 91 TWEATHER RESISTIVE BARRIER R DECK le"RME, EXTEND OVER DRIP 3' X 3. 26 GA GALV METAL DRIP EDGE SET IN FULL BED OF SEALANTJ6- MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING Mt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER j' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER M SEPARATE ACCESSORII BALCONY DRIP 11 EDGE INSTALLATION AN OF ONLY) COLUMN SHEATHING WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER 4 6' GAP. \ PEEL 4 STICK 11(='x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 GA GALV. METAL DRIP EDGE Yi GAP FOR BACKER SET IN FALL BED OF ROD 4 SEALANT SEALANT,)P MIN. SPACE FROM DRIP FACE TO TREX HEATHER RESISTIVE VINYL CASING BEAD DARlIER WEATHCR RE816TIVE WATER PROOFING bt .. DARIIEIt " LAYER (2 LAYER PEE L%° EXTERIOR COLUMN 4 STICK) .axr,exa COLUMN SHEATHING WOOD BREATHING 4 STICK W SAF. \PEEL 1)Yx3' 'L' PLA814MG FLOOR aN FULLY EMBEDDED IN ROOF CEMENT 19 X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF ® • I NXI JY P.T. OR SIMULATED WOOD (TREX) FILLER SEALANT,11' MIN. CONTINUOUS SPACE FROM DRIP Y1 GAP FOR SEALANT FACE TO TREX vMYL CASING BEAD OPT. DACKER ROD. WATER PROOFING lot MODIFIED 90 LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER j' THICK 3 COAT CEMENT PLASTER S/6' TYPE 'X' DRYWALL METAL LATH IWTEXTURED 4 PAINTED FINISH j' THICK(, 3 COAT CEMENT PLASTER VINYL GQWRR BEAD J / (SHOWN FOR CLARIFICATION OF VINYL C-4 fi,,�- �d � SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATIONS COLUMN !w/"r" PT.ACT-TTMr_1 2x FRAMING MEMBER WRB LAYER 01, STUCCO WRAP ' THICK 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 02, FORTIFIBER +" CORNER BEAD BUILDING PAPER 2 1/2' WRB LAYER 01, FASTENED TO SHEATHING METAL LATH "� ; I STUCCO WRAP ® 1' O.C. MAX. �F�':. j• THICK, 3 GOAT CEMENT i WRB LAYER 02, FORTIFIBER N PLASTER ' ' BUILDING PAPER WRB LAYER •I, 6'SELF-ADHERING a METAL LATH STUCCO WRAP FLASHING �� THICK 3 GOAT CEMENT WOOD SHEATHING (ENrLODEp EW FOR PLASTER CLARITY) METAL LATH WRB LAYER 02, FORTIFIBER DRIP CAP ' BUILDING PAPER WINDOW FLANGE 14A CORNER BEAD ® FRAME 2 I CORNER BEAD (FASTENER 4 SPACING s 1' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ( � 7�\CORNER BEAD � BLOCK WRB-LAYER M, 8TUCCQ WRAP WRB LAYER •!, FORTIFIBER BUILDING PAPER METAL LATH j' THICK, 3 AT CEMENT PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 1L 15B CASING BEAD C& WINDOW ( FRAME, NO BAND) 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www.abdosigngmup.com AA B: 0003326 . 5 14 a A V "1'? PARK LOT ##8 BLK #10 PROJECT# 04181.000-08103 MODMIs 3EFB "2447-ROBIE" GARAGE EWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. 1 • _ ��IYi -L i D � 12/02/19 ECA=:1/4' = 1'-0• slacUT WA3 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER —� METAL LATH i' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH }' THICK, 3 C\.OAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 9' THICK, 3 COAT CEMENT - PLASTER IVINYL ANGLED CASING BEAD VINYL CASING BEAD Y4* GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER IS STUCCO TO SIDING: TRANSITION �WR9 LAYER n, FORTIFIBER BUILDING PAPER SIDING? WOOD SHEATHING WOOD SHEATHING wRG LATCIR -i, \ \ WRS LAYER "I, STUCCO WRAP STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD NEATNBVG WEATMER 616TIVE MAMMA -2 SAMMIN / W l"AAL 61DN6 / \ 661 IERING LLRASHM / ELF- '""G gg s i 3 ORATHERESISTIVE-1 6TART[R STRIP / \ \\ \\ ISAMEa DER I�lCSISTIVE RING 4' I&SW\\�_ R� -' GALV'D FETAL GALv'D METAL _ '� 'r M-4814M '2' R.ASN OOD TRIM FENDER - EA2 CASING / YI�OD671tl'7 FQlER GAP AAACALILKING Comm APPROVED SEALANT CLASINS SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LATER 01, STUCCO WRAP SNEATNNG— BEATNCR REaenvE DARItlER'1 WAT IR8661STIVE ISAM� WRB LATER *2, FORTIF15ER IWSXR"ALL'p 6"' BUILDING PAPER R�� FERMG METAL LATH 6TARTER6TRIP— (EXPLODED" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD @) RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' = I' -O' 0 L&X 6RIMSIMULATEPR—' ' — � AZ � eEm va+rL eaesrG R RIO�DE meBACICE\\ 1 6R �p.AC*a ING \ I r I 7� 1 ; �p 41T PLA6rlIQ \`\ uEATNER R':DISTWE DAIOtl. M UMATNER RESISTIVE IMAMMR -2 SIDING TO STUCCO `BEA"Itm.616TIvE ® FRAME TO FRAME D4""1eR TRANSITION 1 7 }' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME f / ._._..�......_� WRB LAYER 02, FORTIFIBER - BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) 2 ^ w.AGNIN �Rlrr, BEAT4ER W616TIVE lSARRIER 9 TO LAP V MK ABOVE TOP a'r PLASHING rUEATIER RESISTIVE BARRIER 9 L BEATHER RESISTIVE MAMMA a GALVV FETAL •2' R.ASNMG 61; M�'ID�ER URATHER PM16TIVE B!MltlER q E•2 S[ADyMYL CAi BEM IWID) PVC U1RB LAYER fl, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER Co' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY )'a' GAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT . / . TO WINDOW METAL LATH WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 1 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP ' WRAP ---------------------------- —--------------------- —-------- ----------------------------- P A EZ 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 SHEATHING SELF-ADHESIVE FLASHING — — — — i44i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA 8: 0003325 Q a J Q 4^ 3 4 PARK LOT #8 BLK #10 PROJECT# 04181.000-08103 HODEIe 3EFB "2447-ROBIE" GARAGE BVWC;: RIGHT PACE: WALL ASSEMBLY DETAILS 60 MPH EXP. -2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE I` —1/8' TEXTURED I FINISH ® WOOD I �� 1/2' TEXTURED FINISH ® CMU —METAL FASCIA WRAP Y$' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL ' I (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY ®ELEVATIQN ®FLAN A 1/8' TEXTURED _ FINISH • HOOD, I/2' TEXTURED ` FINISH • cm x METAL LATH x x x x x x x x METAL FASCIA YAFAI' WQQC) SHEATHMG x x x x x x OR CMU UAm LAYER h, x x x x x x SRO WRAP(FRAME q,LLY) x x x x x x x x x x x x WM LAYER 42, FORTIRBER x x x x x x x x x x x x -_ BUILOMG PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2,6 sly aAND irk ROOFING 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 w DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT FLAN B ONLY. FOR WALL OFF x SET OF COMPONENTS) PROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL ((NOT INTO STUCCO) 11/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH m CMU / 2xfo 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 6'-8' O.C. MAX. 2x SUB -BAND Wl%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x x x/ }xx xx xx x x �xxxx `�I�.x x xx/ x SUB BAND DETAIL ® WALL SUB BAND DETAIL 0 WALL WWKIC K- O UTK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tYx4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wll4'x4' NOTCH E END, WRAPPED IN PEEL 4 STICK "ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA s: 0003328 1 �t 5 L9 A 08'r'1' PARK LOT #S BLK #10 Pl%OJWT# 04181.000- 08103 MODEU 3EFB "2447-ROBIE" OA1tAGM awINO: RIGHT PA08: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. Is a � 12/02. CALE:1/4" = 1'-0' *1=T WA6 TE-1 — — — — � 25'-2" 3'-B" '-0 92 I 0'-0• TOP OF SLAB m -coo I 4" CONC. Cw oc $ Iw SLAB w 11 M A. 18xt8 I FM-16x18 II 3 1NI FT I A FCW-12xl2 �1 15'-6• -24x24 13'-6" ii 71 1.1 w 4" PVC CHASE 0'-0" TOP OF* 1 i SLAB ELEC. CONDUIT I I fol FOR KITCHEN ui ;p ap � ISLAND II'4 0 O 1 iitO �4 1.1 14,-9. a,-5. 2'-4" i 1 4 -2.1 m UP TO 2ND FLOOR (FIELD VERIFY I EXACT LOCATION) I 1 8 1 1.1 4'-2" 12'-0" 13'-6" 11 F-24x2 EXTEND ,. F-24x24 1 rl — — f SLAB 1 1/2' I I� N CWC-12x12 J I i I L al I $51/2 ao 3 R g. I 1mI 1 6 0" 13'4" I a LL ^� -31/* w XI EXTEND I I I z p( a OOg "1 SLAB 1 1/2" I a I O LM-16x18 UP 2 1.1 m 11 $71f2 11 1 c q in w 6 4" 3! 4" FM t6x18 — 4 F1417118 1'-4' T-0" l'-0' 2'-0" 16'-0" T-0. 9'-8" 2U-0" 29'-8" FOUNDATION PLAN SCALE: 1/4 = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +..0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION-4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2"FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.BIINDICATED #5 BAR, [,INDICATES #6 BARMNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13' RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13IASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm 1,500 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 i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 601 EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FMA2x18 12" CONTINUOUS 19, - (2)#B's FMA6x18 16" CONTINUOUS 18" - s - (+)0"-0" FMC-16xl8 16" CONTINUOUS IS, - s VARIES CW-12xl2 12" SEE PLAN 12" - s - + ^-0'• CWC-12x12 12" SEE PLAN 12" - s VARIES TE-2 12" SEE PLAN 8" - s F-24x24 24" 24" 12" s $ TE-1 8" SEE PLAN 8" - s _ .4^ 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdosigngroup.com AA S: 0003326 S 0. PARK LOT #8 BLK #10 PROJECT* 04181.000-08103 MODELe 3EFB "2447- ROBIE" GARAGE BWMG: RIGHT PAGE: FOUNDATION PLAN 60 MPH ME DAB 12/02/19 eCALM I/4" = 1'-01 BHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z •v STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED v —, rf a CELL SEE PLAN FOR SIZE AND CELLSSPACING < o. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ' v o REQUIREMENTS — GARAGE DOOR a0 J w {--r--- ... 1 1v -�— •", J RECESS J a a I I FM— 0 Z 8" CMU WALL O 8"CMU WALL > I 1 CORNER BARS, SAME SIZE AS BAR W Lu B" 0 O °• 0,-0„ IN FOUNDATION WITH 30" LEG EACH B WAY W UU +- 0'-0" TOP OF SLAB AT ALL CHANGES IN DIRECTIONS N t� f--fir'-'4---°u TOP OF SLAB I ..• SO THAT THE STEEL REINF. IS CONTINUOUS °-+---r•— MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • .!' � MASONRY a EXT. PORCH SLAB • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) " EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE I•�.° a. CONTINUOUS STEEL MONOLITHIC - FOOTING REINFORCEMENT SEE SCHEDULE - ° 7p. UNITS SET AT ELEV: WI 12. ISOLATION JOINT (WHERE i tr-- i "� 6" CHAMFER (2-STORY) 18" p4 24" 12" ISOLATION I 4"CHAMFER (,STORY) 1' . • -_� 6" CHAMFER (2-STORY) "`•'"" . p'.p APPLICABLE) Z SEE SCHEDULE �,5 30^ JOINT JOINT (WHERE APPLICABLE) Z i a EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE „ 06 36" #6 36 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (19, 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE:3V' V-0" CORNER BARS DETAIL DOOR OPENING SCALE:3l4 1'-a' @ GARAGE 4 SCALE: 314"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT NAILS, 4^ BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN OVER LAP TO OCCUR OVER STUD OCCUR, OVER OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB Wl PLANS FOR SPACING. SINGLE GALVANIZED PIPE > NEW REINF. BAR SPACING. SI1/2'W" WEDGE ANCHOR W/2"NGLE BTM. PLATE BTM. PLATE TO BE PT. W/FLANGE BASE O a SECURED W/ 2- PART � g TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB a EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED. MIN. @ 16" OC WI10d MASONRY R g 8 UNO MANF. USP SPTH4 OR SPTHB BTM MAX. NAIL 16° O/C STAGGERED. ADDITIONAL METAL ih O FOLLOW ALL K SPECIFICATIONS FOR AND TOP PLATE ANCHORS W/ CONNECTORS NOT SECURE FLANGE TO W ( USE AND 10d x 1 12" COMMON NAILS FILL ALL HOLES, 00 NOT USE REQUIRED WHEN NO SLAB W/(4) 1/4" X 21/4" H PREPARATION OF 10d x 3" W W UPLIFT IS PRESENT. TAPCONS. 2 HOLE. SEE SLAB SCHEDULE SEE SLAB SCHEDULE Lu a QQ" TOP OF SLAB - TOP OF SLAB ?" 4" CHAMFER II -STORY)`• ° 6" CHAMFER (2-STORY) • ar ° EQ. EQ. EE SCHEDULE EQ, EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION 8 WOOD WALL MITHIC FOUNDATION SCALE: 3/4"=l'-0" SCALE: 3/4"=1'-0 (NO UPLIFT) D-� (W/ UPLIFT) SCALE:3/4"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL WI PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT, PLATE TO _ a BTM. PLATE TO BE PT. PLATE SLAB W/10d MASONRY NAIL PROVIDE DBL. TOP 16" O/C STAGGERED. ADDITIONAL METALrr U CONNECTORS NOT a REQUIRED WHEN NO 0: to UPLIFT IS PRESENT. O 8" CMU WALL ._ p,-0" POURED LINTEL CONT. (fYP.) "CMU FILLED CELL (TYP.) - TOP OF SLAB -•-2X N11 SEE SLAB SCHEDULE WALL FRAMING WGROUTED .- SEE SLAB SCHEDULE 12" DIA. USP 7250SD BOLTS 5' TOPOF SLAB a• Z • MINIMUM EM'ISOLATED"COLUMN PAD CELL, 4" FROM ENDS AND °a• •'_ °.:' CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX i POURED MONOLITHICALLY WITH „ -- - - FOUNDATION AND SLAB SEE SCHEDULE T SEE SCHEDULE FOR WxD, BAR SIZE a/ FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 SCALE:3/4"=1'-0" (NO UPLIFT) 10 FOOTING AND COL. PADE.34-,-0 BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.ibdWgngroup.00m L AA M: 000U25 � S @gpQ �p 4 aes� Ile iLi J Adalr'1' PARK LOT #8 BLK #10 PROJECT# 04181.000-08103 HODMU 3EFB "2447— ROBIE" OARAOS 8WING: RIGHT PADS: DETAILS 60 MPH EXP. STEEL REINFORCING IN GROUTED i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" EAD W/+1^NOSE i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o > 8"CMU WALL PAVERS 0'-0' A #4 REBAR (TYP.) 8" CMU WALL TOP OF SU810 - - .! TOP OF SLAB N C� SEE SLAB SCHEDULE cwj a 12" RADIUS OR CHAMFER - o o y SEE SLAB SCHEDULE •- • ,• 0_O w Ill a ..-� .-0A. TOP OF SLAB SEE SCHEDULE 1 to Q (6 • FOR WxD, BAR SIZE AND BAR QUANTITY w i w g ZANDBARQUANTITY EE SCHEDULE ma SEE SCHEDULE FOR WxD, BAR SIZE wk OR WxD, BAR SIZEAND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 A AT ALL PAVER AREAS SCALE: ,2"=1'-0 SCALE: 12"=V-0" LAP TOP PLATE A MIN. OF 48" - AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 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 USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS WI 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE ST. PLATE TO SLAB W/ 12'k0" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. @ 1G' OC MAX. SLAB SCHEDULE EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING SEE SCHEDULE FOR WxD, BAR SIZE ` AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 scALE:3/a^=,'-a' (W/UPLIFT) Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q C1 V � J O ) Z 8" CMU WALL i 0 M SEE SLAB SCHEDULE J 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) • i MATCH STEEL REINFORCEMENT iv PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY zLu Lu BAR SIZE 48 BAR DIA. f #3 #4 24" #5 1 30" #6 1 36" PVC CHASE , THRU FOOTING SCALE: 3/4"=1'-0" NG REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX- 407-7744078 www.abdosigngroup.com AA B: 0003325 RM11111 i L PARK LOT #8 BLK #10 PttOJSCT# 1 04181.000- 08103 MODMIA 3EFB "2447- ROBIE" GARwoa BWMG: RIGHT rwaa: DETAILS 60 MPH EXP. VI Dw WT 12/02/19 8CA=:l/4" = f-0" skim= S1.1B 2s'-10" 20'-0" 14'-2" 12'-0" lk— Eel lk i� m 4 M i N Y N 4 N i7 4 m M Q M V 0 v CJ N v 4 U s'-8" 18'-4" FIRST FLOOR DOWEL PLAN SCALE: 1/4 = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.00m AA #: 0003325 J 8` o alr'i�� PARK LOT ##8 BLK #10 PH OJECT# 04181.000— 08103 MODEZ 3EFB "2447- ROBIE" GARAGE 8WING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. TIE VERTICAL REBAR TO HORIZONTAL REBAR W! 10" HOOK Z f GROUTE.,NOBEAM VARIES PER ELEV. .- Z el aQ a 0 CLEAN OUT REQUIRED FOR INSPECTION Q f0 #10 v Ix l" M 0'-0° FIN. FUR. TIE ERTICAI REBAR o - TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z_� >U #4 24" n U #5 30" #8 36" #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" - 0 W U > a NEW REINF. BAR 8 SECURED W/2-PART 0_ a I EPDXY. MIN. EMBED �g 8", UNO = Q FOLLOW ALL MANF. U) U ( SPECIFICATIONS FOR _ 0: USE AND Q PREPARATION OF Z w HOLE. a STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 314"=V-0" OFFSET METHOD CONTINUOUS P#4 48 BAR DIA. 18" METHOD 24" HORIZONTALNERTICAL 30" REINFORCING 42" 42" SCALE: 314"=1'-0" #5 BARS ■ .. 8" ,, CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONAID LONOWOOD, RFA m L PH: 407-774-6078 FAX: 407-7744078 wwwabdeign A#0roP•cO A36 VD as • qq m I 44 0 2 0 qg i sumhodor 1 PARK LOT #8 BLK #10 PROJECTi, 04181.000-08103 MODEZA 3EFB "2447— ROBIE" GARAGE SIMNG: RIGHT PAGE: DETAILS 60 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 112" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK Q (2) 2X8 BEAM SCHEDULE MMZM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I S O.L. = BOTTOM OF LINTEL I T.OA. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�I) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 30DO Bz78 (1)#5 (1j#5 NIA GROUTED SOLID 882 MASONRY 3000 Bz8 (1) #5 WA GROUTED SOLID CBI CONCRETE 3000 8x31 (2)#5 (2)#5 1 #3 18"O.C. GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS /8B SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8118 ■•as slsas ePlsas wgom etas smm a 74' (42') PREDAST 2231 4'4' (41* PRECAST t9ee 4'4' (54') PRECAST lea BJ' (64") PRECAST 1217 V-10" (70') PRECAST 1082 S4" (78') PRECAST me r4" Mn PRECAST 743 V4" (1121) PRECAST 564 104" (1281 PRECAST 475 114- (138') PRECAST 382 Ir4' (1141r) PRECAST 337 I" (Ian Pw4w 288 14'4" (Ian PRECAST 279 14'4" (178") PRESTRESSED, Nit 164' (18P) PRESTRESSED N.R. TTW WM PRESTRESSED N.R. 19'-4" (Z r PREB1R61MED MR 214' (288') PREENED NR 2r4" (041 PRESTRESSED N.R 2P-0" PAS ®r"Trm==m�r1=1! ODDODOm', Ohm OmO�. 000voom D�mOmE omovc�oo ©o�t�r. oom 0m00000 ��00000 m©�0�00 0movo m�000mv mm000t�i'"Q! omma�000 O0m0��Q oomv©oo oom0000 oom0000 oom0000 0000noo ©omoaoo ®Oro"" ©oom0000 MMMMOm""O �uZzomm""m0 ®� ommoMs 00�00�0 0��0®00 0�0�®mod "K:MK � 0ae) MR [wTawl m IaM 4M 1oc (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM WEE LOAD TABLES' BY CASTCRETE MAY 2DIS EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICAT11 SAFE L LOADS FOR 8" PRECAST PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS bWr-bWN I SAFE LOADI I ATMIN611111111111111SAFE LOAD - POUNDS PER LINEAR FOOT 3'4' (42") PRECASTt411 1024 I666 S4' (4n PRECAST e4T NB") PRECAST 783 I309 r-0' (4S') PRECAST 4'$ (54'1 PRECAST IW1 Ion 00 1549 PRECAST F-V PC) PRECAST 411 746 B4' Por) PRECAST B-,0' (M PRECAST 330 618 F-110" Mn PRECAST R-C (TB') PRECAST 5D7 721 490 44r Mn PRECAST T4" On PRECAST 424 534 383 r-r On PRECAST V-C (11r) PRECAST 326 612 230 S-C (112") PRECAST 1174s (12r) PRECAST 234 401 180 I04• (126') PRECAST IV-C (13r) PRECAST 200 462 154 1114" (13r) PRECAST 174" (144') PRECAST 244 402 137 1r4" (144n PRECAST 17-C (14n PRECAST 217 324 110 1" (18n PRECAST ,4'4' (1W) PRECAST 205 203 100 14'-0' (1W) PRECAST WO (176") PRESRBESSED N.R. 254 91 W4" (17W) PRESTRESSED 784' (IM PRESTRESSED N.R. 250 83 ISW (164') PRE8TRE88® 1rd' (20B') PRESTRESSED NR 194 64 tr4' W n PREffME88ED 11i Mn PREFIRE88FD NR 148 52 1S4' (232') PRE 21'-C (?a6') PRF87PE88FD N.R. 125 42 214" Wn PRE61PE88® 22W (011 PRE87REBBED NR 116 40 22'4' C2847 PREQII 24'-0. 0a6") PREBI1E88ED NA 111 33 24'4" mn PRE8110a m (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVDE MWIMUM C OF BEARMO PAST EACH SDE OF NMOOW OPENB/0 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH:407-774-6078 FAX 407-7744078 wwwabdeslgngroup.com AA #: 0003325 1 aumoap,�,LOT: PLPARK l LOT #S BILK #10 PROJECT# 04181.000- 08103 MODEL: 3EFEI "2447-ROBIE" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 60 MPH EXP. IDA 12/02.119 HCAXA:1/r = 1'-0* PUNT 8I'IEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" °D 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8" PLACE STEEL HEIGHT. OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND (� AS DEPICTED HEREIN. 1#5 STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL INS/ COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 8" A 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. VERTICAL REBAR WI 10' HOOK p0y' FF.� Bx18 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • 8x8 BOND BEAM TOP OF • N\�G W! (1) #5 BAR BOND BEAM .` 30" TYPICAL = F FILLED W/ GROUT I .�Y\O U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE #5 BAR IN BOND BEAM SEE SEE NOTE 5 5�0 B �16-1T/11�1/ ��TE W B1«2;E LENGTH BAR = W IDTH OF MASONRY PP�0 NOMIHEIGHT k OF #5'S, TOP ¢" OPENING - 2" BEAM DESIGNATION CORNER BOND BEAM COURSE OR REINFORCING OF BOND BEAM IT IS THIS ENGINEERS INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=+'4" THAT XFXX-1T/IWOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3l4"=1'-0" AND XFXX-1T/OM10B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECASTHEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 05 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3116 TAPCON PRE-CAST'a OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND I 1p• O.C. MAX. MIN 1-114" L" EMBEDMENT 4 2x8 (MIN 2 X 3) 2 °!16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE. 145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT'2X4 SOLID BLOCKING BAR TO BE PLACED IN 114") 8" FROM EACH END AND SECURE TO SHEATHING W! /7116" UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWALL SILL CONSTRUCTION CORNER BARS l 4 } ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:,1n=1-0 3 SCALE: 314"=+'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I a I — SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLEDLLED CELL BOND. BEAM � 8x8 CMU PIER PROVIDE #5 BAR WI SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 ' " SCALE; 3/4'= 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3r4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-774.6078 FAX: 407-774-4078 www.abdos)gogmuµoom L AA #: 0003325 A 4 auXd"T 1?f� PARK LOT #8 BLK #10 PItOJffiCTop 04181.000-08103 MODMIA 3EFB "2447— ROBIE" GAzsAGIC 8 Wn40: RIGHT PAGE: DETAILS 60 MPH EXP. DA1'�"" 12/02/19 SCAM I/4= = f-01 B*E cw S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 N IOd x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & SASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Y2NS )¢") SYP. USP HTT4 W/ SM' SIS3.1A PT., WOOD POST DIA. x 5" EXP. BOLT r---------1 FIRE L-------- FLgOORB�"2X4 NAILER FOR DRAFT PRE-ENG.STOPFLR. TRUSS ELEV. VIED PRE-ENG. FLR. JOISTS �I 3/4"PLYWOOD----4" DRAFT STOP PRE-ENG. FLR. JOISTS I TI 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIES DRAFT STOP DETAILS z xzze a : e s:z¢ zma z=z=s 4aza 2x4 WOOD WALL W/ x = x x a SYP. NO.2 STUDS. PLACE DBL STUDS Ii UNDER EACH JOIST zrx:z s=xszzazz�z� cams zxsxsers�s=saaa ea=axxxaea aaxxaa:zmp - a xsm x aaae x a asae a m�a/e a mae :aasaarsa aaaaa:�aam as I II :aaaaex=s a=�mx®z� LL I II -xx�xaaaa aaaaxkm�xiei I II I If -a aaasxaa�a aaa��m�xp� I fl aaaasxzms as®�s�eal I 1 1 3Zo � a. �.� ego 4 1 z®az�axx�axm xzzaxxx� 20 WOOD s asa� WALL W/ I SYP. NO.2 : z azaaa: a STUDS @J x 12" O.C. I 2X WOOD WALL === — - W/ SYP. NO.2 == STUDS. PLACE 4 DBL STUDS •1 —' UNDER EACH JOIST FJ7 FJ7 FJ5 _—= FJ5= FJ5 W/(4 tOdX11Q"NA8.8 TO W/ 4 3H8'TAPPE`R+ CJ3H Q CH1H a a EJ•�z—fix U U - 2x4 WOOD WALL W/ SYP. -NO.2 STUDS 0I2=O.C.-- ----- N ---HJ4 ----- FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" IJOIST APPLY DRAFTSTOPPING ALONG THIS TRUSS AS TO LIMIT AREA TO 1000 S.F. FBCR 302.12 1443 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 W Wwsbdesipgroup.wm L AA N: 0003325 3 9 $k p9�p K 0 au 011I'rr PARK LOT ##8 BLK #10 Pnoa=T# 04181.000-08103 MODEL: 3EFB "2447—ROBIE" CARACE 8111INa: RIGHT PACE: FIRST FLOOR FRAMING PLAN ELEVATION 'H' 60 MPH EXP. D � 12/0J/19. SCALE:114• = sN.EET s3 A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS. FL#17680 B{2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 1X2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV, COMMON NAILS, 1X2 SECURED W/ 10d GALV. COMMON NAILS 17 O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP 42 2" x 4", 6", W x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:71 OLSS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:131 OLBS (2 STRAPS) TYPICAL TRUSS/ 1a 1b GIRDER CONNECTORS) 3rs-0 BB✓E$ BAMBLOOC THaom 4500 3/4-WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 314" T & G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE WOIST 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 112" GYP. WL. BD. 4 I -JOIST CONNECTION @ L.B.W. SCALE: 3/4"=V-0" (NO UPLIFT) DEPTHG EDGE —HOLE EDGE >5/8" —HOLE DIAMETER <2/5•D SOL. STUD OUTER 1/3 OF SPAN ONLY EDGE >5/8" ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR-� WITH (9)1 Od x 1 1{7' NAILS TO TRUSS EA. PROVIDE 4" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#17680 PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING - FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x C-T MAY BE ADDED W/ I Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �— (A) USP LUGT2 W/ (5)1/4"x3" POWERS WEDGE BOLT& (16)16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6' WEDGE BOLTS AND W, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED IX2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SEE BEAMSSOLID, 8" EACH WAY OF BOLTS ,2" OIC CHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) 2a 2b TYPICAL ROOF SCALE: -aa_, s GIRDER CONNECTOR(S) Sms BAOMBLOCK TYBOO�B d500 3/4'WOOD PANELS 8000 (2) 12' WOOD PANELS 80 (2)12" WOOD PANELS 90 2x LUMBER LSTA1220 GAUGE WI 10dx12 HOG COMMON NAILS. 'M EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK ezr IW/ 5/8" A.B. WITH IN. 7"EMBEDMENT O SLAB & (20)16d x-1/2" NAILS TO POST.,OST TO SIT DIRECTLYN TLHTT6 SLAB 4, �LVUWOOD POST CONNECTIONS 5 SCALE: 3/4"=l'-0 _ Q A - USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 01 B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 BTM. HOLE DIAMETER BB - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. PLATE < 315•0 DBL STUD EMBED (22) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 C • USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) W4' WEDGE-BOLT{J-BOLT, 5" MIN. EMBED (12) lod GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)10d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. STUD NOTCHING TO JOISTFL#25749 WOOD LEDGER AND BORING LIMITS ATTACHMENT DETAIL 9 SCALE: W4"=l'-V' 6'-0" MAX (W/lX4) �R 10'-0" MAX (W/2X4)* # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 114" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/101Od TO TRUSS AND (4)1/4" x 2 iW' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 scALE:3la"=r-0" lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C —� —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'4" O/C MAXSECURED W{ (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERsecnoNTYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 24" 24' MAX. w/ 1401ST WEND SPACING 8" MAX. END w/IJOIST TYP TYP bmFATHING ACIN S E FRAMING PLAN NO OF MAX MA% MAX LEDGER BD. 12' EXP. (2) 2x8 SYP P.T. d ERD(OM _ (2) 2%12 SYP P.T. UV EXP. BOLT/J-BOLT W/ 2' LEDGER BOARD LEDGER BOARD TO BOLT/J-BOLT W/ 2' WASHER & 512' TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & 51/2" IN. EMBED. (TYP) WITH IJOIST SOLTS/Jb01-TS ARE PLACED MIN. EMBED. (TY'P) INTO GROUTED CELLS, WALL AROUND BOLT. FROM 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF 2 4*.W. 2 3. ALL BOLTS TO HAVE WASHERS (2) 7X12 4. FXP. BOLTS" 0LTS SHOULD SYP PT NOT BE ANY CLOSER THAN 8' ©2 5.O i S.ONLY LEDGER IN DIRECT (2)2X8 CID (REAR LEDGER)WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE @DBPAONO CB/IRALP ACM A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 314" 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL 1 O SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. At, TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'9P' BRACE SEAMS) 30'-1"TO 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE (1) .X' BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) ONT. 2x4 SECURED W/ (2)10crs 0 EACH TRUSS TO BE INSTALLED 1,I O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG1D TRUSS SCALE: 3/4"=l'-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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1 AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 84ALLTIEEERNATE MATERIALS _ SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngfoup.com L AA #: 0003325 A J g IWO x 40 Bs sm AtitSoapr?71 PARK LOT #8 BLK #10 PROJECT# 04181.000— 08103 MODEIs 3EFB "2447—ROBIE" GARAGE 8WING: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH EXP. C DART E. 12/02/19 ECAXX-1/4' = 1'-0* ez'IEET S3.1A NOT USED '� USP LFTA6 W/ (16) 8d COMMON NAILS 2x STUDS USP LFTA6 W/ (16) 8d EACH END COMMON NAILS, EACH FL3"7244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. j WOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HDG NAILS FL#17239 WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL SCALE: 314"=1'-0" 8' CMU WALL REINF PER PLAN PER ELEVATION 0 ;� a�I w F� PER E VATION (2) 2x4 P.T. W/ MASONRY NAILS 12" O.C. 1X2 FIRE -STOP I #8 WOOD SCREWS x 2" LONG C 3" O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN 1 3/4" SCREW PATTERN EE FRAMING SPLAN) — DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.IA, SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3/4"=V-0" G) #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN oil BL. 2X8 SYP#2 LEDGER, SEE BOLT SCHEDULE, 10I53'1A. Ni 8" CMU WALL REINF PER PLAN 314" PER ELEVATION LL SCREW PATTERN 0x 0 Qa P R ELEVATION m� 2x4 P.T. CEILING 24" FRAMINGIST(SEE NAILER W/ MASONRY NAILS ® 12" O.C. IX2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL A TO EXTERIOR WALL SCALE: B'4"=V-0" NOT USED 5 NOT USED NOT USED 6 7 PRE -ENO GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. SHEATHING SEAMS) (BLOCKING O PRE-PREWOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX 0 2X4 DIAGONAL BTM. CHORD PERELE ION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRU88 7O7OP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 12" DIA. ANCHOR BOLT W/ 2' A - USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4x414x6 SYP N0.2 WASHER SET IN HIGH W/ (14)10d GALV. COMMON SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MTW-12 U < 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS WI (14) tOd GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 20 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING "0' USP SPTH4 OR SPTH6 BTM 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ZZ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONS. 2x4 SECURED ( - EACH FILL 10d x 3"L HOLES, DO NOT USE WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSSMOOD POST CONNECTIONS 01T- TRUSS TO BE INSTALLED ®10'-0" O.C. MAX. LE EPDXY 5-12' EMSED. MIN.0 16" .t 10a 10b I Oi"i OC MAX. SCALE: 3I4"=1'-0' GABLE END BRACING W/ PRE-ENG r."GABLE TRUSS @CMU WALL `` , TOPMCON,IEC1g4 < < USP MTW-12 U: 1195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 • • . B -USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C -USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W! (4) tOd GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) US- A.T.R. TO PH04A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 PTo C,,�, Ss SCALE: 3/4"=V-0" ABB - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA, x 6" EXP, BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 518" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 6 (20)16d x 2-1/2" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abd•eigngroup•com L AA M: 0003325 y � O aeg� A 081r'1' PARK LOT #8 BLK #10 rm0jZCT* 04181.000-08103 MODZIa 3EFB "2447— ROBIE" GA %AGE BWMG: RIGHT PAGE: DETAILS (I -JOIST) 60 MPH EXP. CJ DA 12/02/ 99 sCA&M i/4" = 1'-0" B*MZT S3.1B SECOND FLOOR DECK PLAN SCALE: 1l4" = V-0" d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774"4078 www.abd•signgfoup.com AA M: 0003325 q � 6 oia l 1 9 I s` oaor' . PARK LOT #8 BLK #10 PROJECT/ 04181.000-08103 MODEU 3EFB "2447—ROBIE" GARAGE EWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 60 MPH EXP. DA E: iz/oz/ia SCAL.E:1/4' = 1'-0" sign= S4 DBL. TOP PLATE CONT. (3) 2x12 HEADER PROVIDE ON 1/2" PLYWOOD FILLER(S)..NAIL CTOP PLATE I- ALL TOGETHER W/ 16d CONT. LAP TOP PLATE A MIN. OF 48" COMMON NAILS, 2-ROWS, 6" — — AND NAIL WI 16d COMMON 2x HEADER SEE PLAN FOR SIZE ` NAILS, 2-ROWS, 4" O.C. BTM. De AND QUANTITY PROVIDE 1x 2x6 BLOCKING FOR SHUTTER O.0 N LAP TO OCCUR OVER STUD WOOD OR 1/2" PLYWOOD INSTALLATION. PROVIDE 1/2" FILLER(S). NAIL ALL TOGETHER a PLYWOOD FILLER(S). NAIL a Q o W/ 16d COMMON NAILS, ul ALL TOGETHER WI 16d rn X 2-ROWS, 6" O.C. N CCOMMON NAILS, 2-ROWS, 6" f 2re 2:10L 2ft SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3W' DIA. x 8" MIN. EXPANSION ® WINDOW BOLT W/ 3x3 OVERSIZED JACK STUD 2x NAILED INTO WASHERS PLACED INSIDE AND OUTSIDE PLY OF E O.C. 4" FILLER BELOW W/ 16d MIN. CONC. EMBEDMENT SECTION A -A COMMON NAILS, 6" O.C. 8&FRAA NG I I ❑ ® SHORT 2x STUDS BENEATH WINDOW SILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL (5) 2x STUDS IN CORNER. NAIL 2x MID -HEIGHT BLOCKING ALL TOGETHER W/ 16d THE (3) CORNER STUDS AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 6ITOP TOGETHER W/ 16d NAILS, 3" W/ (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. O.C. END yoy. SIZE AND QUANITY I- PROVIDE tx WOOD FILLER(S). ❑• NAILS ALL TOGETHER W/ 18d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6" USP RT16A WI 10d x 1 1/7 O.C. GALV. COMMON NAILS, FILL USP SPTH4 OR SPTH6 OR PLATES ALL HOLES SPTH8 TOP 8 BOTTOM ORNER,2x STUDS 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x ICAL SPACING SPECIFIED FL#17236 (4) 2x STUDS IN CORNER. NAIL cm AND NAIL W/ 18d COMMON 1 1/2"GALV. COMMON ON PLANS THE (3) CORNER STUDS NAILS, 2-ROWS, 4" O.C. NAILS (AT EACH STUD) FILL TOGETHER W/ 16d NAILS, 3" EVERY HOLE. DO NOT USE T O.C. 0 3" LONG NAILS FL#17244 / Ic �o BTM. MEMBER OF TOP � Lm PLATE SPLICE MUST LSTA18 WI10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (9) EACH END TOTAL OF 10 q" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO ONLY FL#17244 JACK STUDS SEE SCHED OR # STUDS NDER FADER 0 SEE SCHED OR # FULL . HE 2x STUDS 4" =D 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYP. 32" O/C 6" MIN CONC.EMBED. TYP. 16" MAX. 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2)16d NAILS EACH END 16" MAX. 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)2x12 (3)2x12 uWaPACM01C0& 8=6PACMS2C0.G 0-2ft a � 2 2x4 2 2x4 2 2x4 SPAN 0-2ft KINGS i 2 SPAN 0-2ft 3-4fl KINGS 1 2 ( x ( ) (2) (2) O 3-4ft 2x4 2x4 2 2x4 2 2x4 2 2x4 ( x3-4ft ( ) 5 - 6ft Zx4 2x4 2x4 2 2x4 2 2x4 2x4 2 2x4 1(2x 5 - 6ft 3 5 - 6ft 2 x 7-8ft 3 7.8ft 32x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x47-8ft 9-10fl 5 9-10ft 3 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 10-12ft 5 10-12ft 48.10ft x x x 10 -12 ft 2x4 2x4 2x4 Zx4 2x4 2 2x4 2 2x4 2 2x4 x x TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"=V-0" 16" MAX. PROVIDE (3) STUDS @ —"' '�-- NAIL STUDS NAIL STUDS —'- —PROVIDE (3) STUDS CORNERS LAP TOP TOGETHER W/ TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12d @ 12" O.C. 12d 0 12" O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS PLYWOOD SHEATHING, "ROOF/WALUFLOOR SHEATHING CORNERS LAP TOP SEE"ROOF/WALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D 16" MAX. C 1 EXTERIOR MASONRY / WOOD PROVIDE (3) STUDS CONNECTIONS CORNERS LAP TOP PLATE MEMBERS 2 PLACE 30# ROOF FELT BEHIND SCALE: 1 In*" '-0" VERT. STUDS SO AS TO NAIL STUDS—J SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 1211112" O.C. 1/2" DIA. USP GALV. PFM BREW 1/'Z" DIA. USP GALV. PFM ANCHOR 5" MINIMUM BREW ANCHOR 5"MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOFMALUFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 6" FROM ENDS AND FASTENER SCHEDULE"C3 VV 19, O/C, VERTICALLY MAX 18" O/C, VERTICALLY MAXFO NAIL STUDS TOGETHER W/ 12d a 12" O.C. SHEATHING ON I A INTERIOR OR Bm N /I EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS Tn APPAPATP Wnnn eun 1441 N. RONALD REAGAN 13LVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 000332E ell ill 4 R re PARK LOT #8 BLK #10 PmojwT# 04181.000-08103 MODSIA 3EFB "2447- ROBIE" GARAGE 231111INO: RIGHT PADS: DETAILS 60 MPH EXP. D 12/02/19 a><tSST S4.1A SECOND FLOOR DOWEL PLAN SCALE: 114" = P-0" 1441 N. RONALD REAGAN St LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdeslgngmup.com L AA S: 0003325 PARK LOT #8 BLK #10 PROJWT# 04181.000-08103 MODMA 3EFB "2447-ROBIE" OARAOE 8WUM: RIGHT PAOE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. F9XAM A- ABCUe1i M L AR NO 9V23 DATE 12/02/19 ECAZX:1/4' = 1'-0' SHEET s4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 100 x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 100 x 1 1/2' HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 100 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 20 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 @ IV O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 9-W, FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK DESCRIPTION REMARK 1Q (2) 2)(8 BEAM SCHEDULE INDICATES OPENING BELOW I T.O.S. = 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, OIC = ON CENTER, F,E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (Pal), SIZE REINFORCEMENT STIRRUPS REMARKS BTM. MID SIZE SPACING BBi MASONRY 3000 Bx18 6 j(2) (1)#5 NIA GROUTED SOLID BB2 MASONRY 3000 Sx8 5 WA GROUTED SOUD CB1 CONCRETE 3000 Sx31 5 (2)#5 #3 8"O.C. GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ©RM9``NIM SAFE LOAD - POUNDS PER LINEAR FOOT SAFE TOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH a* �KM_ LENGTH 8lN 8FB RCARI TYPE LENGTH w47 me 4F1att VIM eFINi BMW 4FA,i rpm sPSFtt r14m ffmtt rpm watt VN417 rd• (42') PRECAST 2231 rd' (� PRECAST 1096 1034 1686 rd' (42') PRECAST 1w MM sm ON m 0132 Tao, ,m 2m am 4m ON 0132 70M 4'-0' (46') PRECAST 1966 C-T N6") PRECAST 766 763 13D9 4 r (4r) PRECAST tm sw 3m sm 4m Iw Ma tm m6 sm sNa 4m Im Ma 4'-r W-) PRECAST 4699 4'd' PC) PRECAST 692 w 1079 rd' (8r) PRECAST 1w ma 2M7 3a 4m 4111 Ma tM/ MM VW 22M 4w 4711 6w V-/• (64') PRECAST 1217 rs' (64") PRECAST 411 411 746 8d' (647 PRECAST IMs tit ws 2w Mw m1 4w 1M0 ,716 22a Mae sm 3m 4w V-10' (TO') PRECAST 1082 V-1a (m9 PRECAST 340 339 616 r-10' (W) PRECAST m M. MM am 4133 w 1m 2w 2r SM MM 41a 8'd• (7B' PRECAST 908 ad' (781 PRECAST W7 721 490 ad' P69 PRECAST m , m, m m UN 1w aM tao mt m2 rd' ls9') PRECAST I Td' (909 PRECAST 424 534 SO Td' M PRECAST , 2w 2m MM m III 1m 1M4 2w 21M 260. m4 9'•4' (112') PRECAST 664 9'-r (112') PRECAST 328 612 230 ate' (11r) PRECAST Mf tab t NN t61 MM 2w M m 1Ms aM 1w =4 2m tad (126� PRECAST 476 tad' (126� PRECAST 284 401 180 tad' (12D') PRECAST m w m fw ton , m, w 1+4o to 71M MM 2w 11'4• (136') PRECAST 862 11'-r (136� PRECAST 2W 462 154 11Lr (13r) PRECAST w 10 1M7 1M /7M 6M tm 1m thaw MM 17-0' (1M1 PRECAST 887 17-0' (iM� PRECAST 214 402 137 12'-0' (1M� PRECAST ~ 7N w t 130. tw w w tm 1 181 Ma 17-C (lW) PRECAST 266 1" (16a) PRECAST 217 324 110 ISW (116a) PRECAST B410 m w 7M m 1 ,m w >b ftM w , NM14'-0' (166� PRECAST 279 14'-0' (16V) PRECAST 205 293 100 1rd' (16n PRECAST m m 7x m tm m m ,m , t IM714W (IM PRESTO NR 14'd' (176� PREB'I1i�8FD NR 2B4 91 ird' (176� PIYl1AE88� m U4 m m m a2 w w t w t fist 1734 19�• (161� PRF97RF88ED NA IF-C (164l PRESR D NA 269 83 IV-4' (134-) PREST 2N m MD m w m m Mt tr-C (4106� PRFbTR608ED NA trr Rom') PRE NA 194 dt trd' PRESTRESSED IV 1M w m 4a w a 7a w tw u7t ba 1a 19'"4' (29T7 PRESTRESSED N.R. 19W M PRESTRESSED NA 148 62 IVY" Mn PREBTRESSFO iM ,M m m w 4M 447 m M N1 W , m 1W 214' (2W) PRESTRESSED NR 214' Mn PREBTREBBEO NA 125 42 21w on PRCdTIIEII � W m 3M m sa w RI 40 'Iat m w M tw 22'd' W) PRESTRESSED N.R. 22'-0' (2#4� PR 88ED N.R. f16 40 22'-0' (264� PRESTRESSED 137 1n m M2 m w m IV t" m la w w 41s aM w 4M w w m M7 24'd' (266') PRE NA 24'd• ( PRE NA 97 s3 24'd• Rom') I'Re 1N m M6 4M w 7M a a m m w m tm ,az (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUE$ TAKEN FROM WFE LOAD TABLES' BYCASTCRETE MAY 20IS EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EKOEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MA"ACTURE8 6PEGFICAMONS • PROVIDE IMNWM r OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 oom000� IOl�mOmO� 000vdom 0m00�00 m�m�00� 0©saomov moo�� ®0000© m®�0000 ma�a000®0 mm00G7C�!^C71 0000©DO ommom�!c�! oa»tmma��o 0©00�1l00 O�00m00 a�avm�o�amo OID�OC7a'� 0 oa©©o�aav© oa>a©©©©o ®omm�om av©ooto©© ava>�oor�a>ao ©©oonav© o©a>vao0a»© 1 4� �f * d� U.N.O. PROVIDE B02 WHERE "+ ROOF TRUSSES BEAR, � % TOP OF WALL EL 17'-4" H 4 I I d I 9 r----i 1 I I ( tl 8 1 I A P' Q �� l �'�" � ��•y GT i 3 ( � 4%m 8F8.1T/0M/0B jr 9 1 I a ( 8FB-1T/OM/OB 8FB-1T/OMI08 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAQAN BLVD, LONQWOOD,FL32780 PH: 407-7748078 FAX 407-7744078 t#,#wabue•Igngroup.com AA N: 0009326 � 40) Y h a Ao8'r?� PARK LOT #8 BILK 10 PROJ&CT7/ 04181.000- 08103 1(OD>EI,s 3EFB "2447- ROBIE" awAwea 9wnl7a: RIGHT PAdr: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. D �`. 12/02/19 aitm»:•r s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3)Vx5X") SYP. USP HTT4 W/ 518" 5/S3.1A PT., WOOD POST DIA. x 5" EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = l'-0' 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774,8078 FAX: 407-7744078 www.abdesigngroup.00m L AA N: 0003325 I gg 3 3 a a Moalrr PARK LOT #8 BLK #10 PROJRCT# 04181.000-08103 MODZIa 3EFB "2447—ROBIE" GARAGE 8WING: RIGHT PAGE: ROOF FRAMING PLAN ELEVATION 'H' 60 MPH EXP. • (I OR 2)USP RT16A WHEN INSTALLING (1)USP RT16A ON THE INSIDE TRUSS ANCHOR WITH (1 OR 2) USP OR WITH FASTEN EACH STUD TO DBL. TRUSS A HOG NAILS TO TRUSS ANCHOR WITH TOP PLATE N USP SPT24 PLYWOOD SHEATHING, SEE PLYWOOD SHEATHING, SEE TRUSS AND 10dx3" HDG NAIL PER MANUF. SPECS. "ROOFIWALUFLOOR t0dz1 tl2" GALV. COMMON "RCOFNVAILIFLOOR NAILS TO NAILS, FILL ALL HOLES. TOP PLATE. FIRST ONE SHEATHING FIRST ONE SHEATHING FASTENER SCHEDULE" FASTENER SCHEDULE" APPLIED TO INSIDE FACE APPLIED TO INSIDE FACE OF WALL. IN ADDITION,7 OF WALL. IN ADDITION, ADD (4)16d TOE -NAILS, 2 ADD (4)16d TOE -NAILS, 2 EACH SIDE OF TRUSS. EACH SIDE OF TRUSS —� 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 Nf_050:5: SECURED W/ (2) t6d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED WI 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD A ALLOWABLE UPLIFT = 1160 LBS (1 STRAP) SEAMS B ALLOWABLE UPLIFT = 2320 LBS (2 STRAPS) alb TYPICAL TRUSS/GIRDER CONNECTOR S SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO SAYS *4r O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2m PLATE TO WALL W/ 318'W' THRU-BOLTS 0 32" O.C. MAX THEN SECURE GABLE PLATE W/ 12d's 8" O.C. MAX OR SECURE GABLE TO TO DBL TOP PLATE W/ USP HGA10KT ® 24" O.C. MAX I2x STUDS 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2) i6d Ile PRE-EN TRUSS (TYP) @ 24" O.0 A MAX FOR STRAPPING VERIFY W/ TRUSS PLAN 2x STUDS CONT. 2X4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED 0! 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ FRAME WALL 5 SCALE: 3/4"=1'-0" PLYWOOD GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED WI 10d TRUSSES � 24" OIC, GALV, COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL 2x STUDS AT ALL ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP OWGS.) FASTEN EACH STUD TO DBL. TOP PLATE W/ USP SPT24 NAIL PER MANUF. SPECS. TOP PLATE ROLLOVER 3 STRAP DETAIL SCALE: 3/4"=1'-0' 4 NOT USED 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 401-7744078 wwwAbdoeigngroup.com AA #: 0003326 5 O s Aoalr I PARK LOT #8 BLK #10 PROJECT# 04181.000-08103 MODEU 3EFB "2447- ROBIE" GARAGE 8VM4Q- RIGHT PAGE: DETAILS 60 MPH EXP. RD • � .l GABLE -END HIPNOW � w ROOF WIND DESIGN PRESSURES" NET(GROSS) ASCE 7 10 ZONE 1 = 23.79 PSF ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67,16 PSF (77.16) 'A"= 4'-W END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH BID RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS ® 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 (i6-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL 8 TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS MC CLICAT US EXTERIOR SHEATHING USE 1IT' COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Pv Z w Z CD a W Y @ Z U NO 0 0: N 8d RING SHANK GUN NAILS ® 4" O.C. .. TOP 8 BOTTOM EDGES a 2 O . 2 � CJ LL U J O D y 4 cn z J Z � w 0 W ZYZ aU cl) 0 O `v Z K J_ to U W LLLLLLUJJJ ~ a O� O $LU O a ._-� mom: 11 lillmhoI!kl ROOF SHEATHING LAYOUT ANDEND BRACING FOR GIABLE END FRAMING 8d RING SHANK GUN NAILS . 6" O.C. IN FIELD\ TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B.jN FIELD Jj TYP, 3/4" T8G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUMAGGREGATE SIZE SHALL BE VC. STRUCTURAL DRAWINGS SHALL BE USED N CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTHORWERTHER NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, eU EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 34'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER Fb -1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF POLYETHYLENEMEMBRANE PROVIDE 8-MI CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERAII9LABBONILROUND WHERE INDICATED W UOUPED ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMSLA 81NCHE AND SEALED WITHARRE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 EXCEPTWHEREA DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %* OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS" MINIMUM NAILING PER FBOR 2017, 681 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pet 20 psf TOP CHORD-ROMcopcI 10 pet BTM CHORD -rwrtc -eM DEADLOAD DEAD LOAD UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE *NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASS .1-1982. 18 pH TOP CHORD pat TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 pef ASPHALT SHINGLES) (1 patty/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 pet DEAD LOADD STM CHORD IND UPLIFT: 10ps1 5 5 PST BTM CHORD TO RESIST WMINIMUM 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 psi WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 psf WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 66 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25' #6 BAR - 36' #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WIND: DEAD LOAD SPEED =100 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pst, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS S ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20PSf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf. BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pef, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE LE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION O MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 5/TMS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY' OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Iran = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST cnrALoc. FOUNDATION/ SITE PREPARATION: " " FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pM, FOOTING TYPE M" OR S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO FILLED. BE BE SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING, SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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. STRUCTURAL STEEL CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED IS'* PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIMESTNAPED WHEN CONCRETE IS BATCHED. THE MkMMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SIWLL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE LS A DELAY IN SUCH THAT BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3° FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATK)NS): B FOR CONCRETE EXPOSED TO EARTH ANDAR WEATHER: 1-1R" FOR A6 AND SMALLER 2" FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER SIC FOR SLABS, WALLS AND JOISTS 1.172' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 ASS, Fy = 36 kol FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 kel. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 8, TYPE E OR S. Fy = 35 MI. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED N THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SWILL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APR1CATpN S� TYPE 9PACWG REMAgL4 APRICATKIN 9� TYPE 9PACWG REMARIB 14 PT FURRING TO CARE HARDENED cox GARAGE DOOR BUCK tWDM TAPCONMASONRV 1IP EMBEp.,1°Et ST., MAeONRY ICONC. MI-II-ONG, e. TOMABONRT/ .. NO WASHER FASTENER B, IIWEDGEDMT. SGD.&. EXT. DOORS 1 x ,SEEWTEe CASE HARDENED WK M11-11G. R•LdV POIC -T E- WP1001V,DWRI FASrfNFD INTO MASONRYICONC. GAUGE DOOR BUCK I.- 1R•oKWI WASHER PANSN]N BOLT Y1"O'C P EMBED.,PEND DST, TEDGE DIET. WINDOW BUCK CASE HARDENED MOIL 0"dC WINodAOWfU FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING Pr,sEENoree 11rrLONo. TAGOEREo WTOMAeeNRYxxxD MAxprwvrcaNc. REQUIREMENTS EXi. SWING DOOR RI Y109M. RAPCOM /00K: 11R"EMBED, BEND. NONEEAPoNG WOOD 1R- E%PANSgN 1•EMBEO.e END t1•dC BUCK 1x Pr SEf N01E0 NO WASHER FASTNER DIST., I IR' EDGE DST. WALL TO CONG 9IAB WIWASHER BOLT pIST.,TEDCE pIST, 4 PT WM4x1Yl BUCK 0.139°PAF A3IS• BOIC FEND. DST, I PT T091EEL LOL..9EE W/WASHER STAGGERED EWE DIET. NOTES t? I 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 MANUFACTURERS SPECS AND / OR NDA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SWILL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, L44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abdosWgroup•com AA M: 0003325 J ru 4 LpyE(�1 W N f 3 a oil -LLL-9 laA oalr?- PARK LOT ##8 BLK #10 PINOJECT# 04181.000- 08103 MODZIU » 3EFB f 2447- ROBIE DAMAGE awndG: RIGHT PAGE: DETAILS 60 MPH EXP. C