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Home My WebLink About7808 Broad Pointe DrV_ 99 2260-3EEB-ELSTON99 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES e0offlo COMES REVIEW DATE CITY PLAN EXAMINER L 12602 TELECOM r_>FUVE, TAMPA, FL 33637 Tab (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 .� BDB=/ Cam'. �muU M l�7) •ALL }/y�A, AM STA,Z anIWY �.` *OCCUPANCY - RBSmBNT1AI. GROUP R9 :CONSTRUCTION TYPE - VB •YIN. INTERIOR FNEH - CLAM B *BASIC WIND SPEED - VUI1=ISO MPH v6Ba=124 YPH -EXPOSURE _ •1_STORYRESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C AD1 ALT. AMP. ED. CL CAB. CLG CLR. CQNC. CPT. C.T. D. DEL D.G DIA. DIM. DISP. DP. DR. D.S. D.W. EA. ELEV. EQ. EXH. EXT. F.OJPX. F.G PER FFLULU OR FRDR FTG. GAR.06P. G.F.I. GL. GYP. BD. H.B. RC. HDR, IHNGUORHr ANT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPEL C13RAMICTILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DISHWASHER EACH ELEVATION BQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FI.0 LUORAIL FORESCENT FRF?UCHDOOR FOOTING GA GARBAGE DISPOSAL GROUND -FAULT CIRCUH INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER INSULLAATION INTERIOR LAV. LUM. M.G. Mm MIN. M.T. MTD. MTL N.T.S. O.O. P. P.B. PH PLY. PLYWD. PR P.T. R. RAD RAG. REF. RM. S.C. S.D. S.R SLIT. SHTHG SHWR SU1. SL SL.ca STD SWS TEMP. TIOC. T.OP. T.O.S TYP. U.N.O. V.P. W. WD. W W. ILL W.I. LAVATORY LUMINOUS MEDICENECABENEI MANUFACTURER MINIMUM MFTALTURESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM OUGHOPENBNG SOIIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR W SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WINDOW HEATER WROUGHT IRON DATE DEBCRUMON VMM 2-STORY Cl1I CONVEFMION ARCHITECTURAL SHEET DESCRIPTION M" DID SET ISSUED PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA-STAIR SECTIONS &DETAILS PG A2-SECOND FLOOR PLAN PG A3G-ELEVATION 'G' FRONT & REAR PG A4G-ELEVATION 'G' LEFT &RIGHT PG Ei-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLANS PG M1-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG V7A4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS -WALL ASSEMBLY DETAILS @MIS 20n FEIC UPDATE 02AM6 STONE ELEVATIONS ADDED CONSTRUCTION D00J'1ENT8 ISSUED 04IMS FOOTING. REVISION PER M. 0006 pyµ* INCORPORATE 1-JOIST DETAILS 4 FRAMING PLANS PER M. SOM m1AULS OONSTRUCnRE ON DOCUMENTS -I6euED 06/1mN BOLLARD DETAIL REVISED MftA3 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 813A • STATE OF FLORIDA PROFESSIONAL ARCHITECT • ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 m?A5119 TRUSBID'SAppEDTOFR'AMMGBHEET SQ. T• CALL. 0�g PL,yN MAINTENANCE 040M REVISED LINTEL SIZE • ENTRY IST"L1VWj wi Sa. FT. 2NDFLRLKIM 11353 aa.FT. TOTAL LWING 2;6m Ea. FT. GARAfiE 453 BQ.FT. am 64 Ea. FT. TOTAL 2,111 Sa. PT. eklo'PATIO e® Sa.FT. 0W&M UPDATED LEDGER BOLT 6UP 4 6PAC►G, 064M ADDED LED L&M • KITCHEN 4 SATWD" PER MARK BOLES o5A3n5 LEDGER DOLT 6PacNG REvufED YDSM ADDED BD'D LAYOUT la/31/19 ADDED OPT. 6-O CEILINGHEiGNr STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SlAA-DETAILS PG S1.113 DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.LA-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S31B-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 S6-ROOF FRAMING PLAN PG S6.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 DETAILING 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 RFI's IN WRITTEN/DRAWN FORMS IN A T=1Y MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE EEN GENERATED FOR UNCLEAR ASPECTS OF THE uONSTRUCrIONBASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774b 78 FAX:407.774.4078 wwwAbdesW0oup.com L AA k: 0003325 Mill IL sysniv. as LAT: ABBOTT PARK LOT #28 BLK. #8 I rRoamITO 04181.000-28083 3EEB "2260—ELSTON" 0A>RA08 swtrro: RIGHT PAGM: COVER SHEET 160 MPH EXP. C y i� RDIT DATM 11/26/19 sCALM 1/4"=1'-O" arc GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bth EDITION, (2017) AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR BTH 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 R3012.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANO/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 8, 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 UNTILPERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES ANC CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 M INCHES THICK, OR 2D441NUTE FIRE -RATED DOORS. 3. AS PER SECTION R30251: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 W SHEET STEEL 1' MIN. RIGID ON -META WC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5184NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. t stEwoRx 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 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." TSIBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED MOD TRUSSES (TPI 1.2D14) 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 8- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOK WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUIII8RNi 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3GPM 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 P30D5.2. B. 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, E%1EIIIOR WALL CONED 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 EVEROR FINNM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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-C1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063.1 to & 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. FM REWrANTCONSnwc= 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 A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBIUTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1. EXTERIOR CEILING TO BE 112' 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 i 1/4" TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesWWoup.com L AA •: 0003325 8 7 Q c E QL [svaD:v ae IATe ABBOTT PARK LOT #28 BLK. #S PR JECT - 8 IWDMT- 3EEB "2260-ELSTON" GARAGE BVID4 k RIGHT PACE: GENERAL NOTES 160 MPH EXP. C on. DAATE: 11/28/19 SCALE: 1/4"=1'-0" Bloc" GN 2S'-8. , a o:ll:!:!:!:!t:!a i•I' T1' C ' 11, �i �• D1 •. �I Jig �• o D ,!, oD olllo ,!, 0 ;•: I•: FIRST FLOOR PLAN SCALE, 1/4' . I'-0' EXTERIOR MASONRY WALL 15RG.I4E16HTS 6'-0' BRG. 11'-4' BRG. INTERIOR LOAD 61iCs WALL SQ.FT. CALL. S ST FLR LIVING W1 Sa FT. 2ND FLR LNIG w3 ea FT. TOTAL LNNG 2a60 $a FT. GARAGE 453 SQ,FT. 1NTRY 64 SQ. FT. TOTAL 2,111 60. FT. 5k10' PATIO SO $a FT. MMC�EFOIIi� 011� 101111E 201E 1MI/Nmoo IBWIR AID TVE IGOTAOE MIN, WINDOW 10 5 31/40 CRITERIA EXTERIOR SWING IB 5 36/-41 DR. MIN. CRITERIA SGA. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 1 112 5 31/-35 BASIC WIND SPEED MPH = 160 Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, W.=C, MEAN ROOF HT. = 23'-0' PRIEiSURE3 HAVE BEEN WDDUM PER SECHON R301.2.1 OF THE FBCR STH EDMON (2017) TO MEET nMM MLOWABLE OR NOMINAL HIND LOAD VALUES FROM THE PRODUCT MANUFAC NOTE: -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERPY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/V (35 MM) IN T1404NES6, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6' (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 bkYI2.1mm)GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOM6 BY NOT LESS THAN 01,'lB.9mn) TYPE X GYPSUM BOARD OR EQUIVALENT. UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY 6OPFIT6 PROTECTED ON THE ENCLOSED SIDE WITH IQ INCH GYPSUM BOARDS. FBCR 2011 (6TH EDJ 302.1 A N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoo4ftmup.com AA #: 0003325 h ill fl E suaDIV. a Lom ABBOTT PARK LOT #28 BLK. #8 PROJWT111 04 - H0D2524 3EEB "2260—ELSTON" GARAGE SRII,TO: RIGHT PACE: FIRST FLOOR PLAN 160 MPH EXP. C (2) LAYERS OF s/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERLAL RIPS FOR SOLID NAILM 87411E DATA. ISR T'2' 9, 9'-4 9/4. 2N0 PIN. FLR 91 14 TREADB • / ID'• I' MO61WCa SYST6M (SEE FLOOR / FRAMMG 64EET) 8'-RD' BR6. H4T. MAX. I® / Q W r / F7 S Is�RNERS 1A N� CCOR'1 TO Fec Ieo+r1AR_ ArN R:D. raoru MN TREAD.10' MAX RRER.I 3 INCLOND ACOIONSLS 1rAtS W WR NAM 3/4' )/Y' MAX. VARIATION N /� TO Q ON" ww � ON f {RD ND� EACHWORR AW�� i Q W Sm ON VY d1MIl1 lONqo. I40OR Awl VARIATION N ANY RISBR/RREAD MAMMAL CNCLLAR CROSS roU IALSW V4 ON F"OVMrEOOWV m 3,4P" / PANTRY ORASPPmWNmCAoMR,II° O,. MIN. RMPRAIL W. (3) 2X12 S.Tl. STRINGERS DBL. TOP 64 '-0' FIN. FLR PLATE 0 2X4RE-MMN6• EA 2 X 12 670UWAR ROd MASONRY NAILS • 2X4 SEG)RE umd 6'.8' or- P.T. SLEEPER INTO SLAB WITHIN V OF EACH END. s2- O.C. MAX. BAR DETAIL A G a'-0 @,)STAIR SECTION LE. 1/2'" '- .- THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL 6 36. AS PER FBCR R311.182 W/ 2X4 RE-INFORClJG NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: L HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14'1 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 1601.8.1 / F.B.G. 2011 HANDRAIL SECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdosWoolgcom AA S: 0003325 J � q5 WWtJ i[T3DIV. Ae LAT: ABBOTT PARK LOT #28 BLK. #8 PllOJ=T 04181.00t28083 1[ODESIA 3EEB "2260—ELSTON" GA>RAOs DWING: RIGHT 11PAOX: STAIR SECTIONS & DETAILS 60 MPH EXP. C DATM 11/26/19 sCAl,L': 1/4"=1'-0" okmc T Al 14'- 2' 2'-4- 131-21 SWIM IIAN MCIM06 • • • IIIIIIII!!!!i!,o 29-SH 79-8F4 EGRESS EGRESS F-4- SECOND FLOOR PLAN GCALE, 1/4 - 1:F- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdmigngroup.com L AA #: 0003325 MIMI, [ABBOTT PARK LOT #28 BLK #8 0418LO0 -28083 MODMIZA 3EEB "2260-ELSTON" OAXAGX SWENOt RIGHT I PALM - SECOND FLOOR PLAN 160 MPH EXP. 23'-II' 5LD HGT4 SHINGLE RIDOF 19'_A' 21,117) FI R 11'_d' wn FI C SHUTTER OR 111111III Lill lill �� ■■'1'' ■■ FN. FLfPZ, _- T. © WIPAISE. - —) —1 R MEN IIll�lAMR ..._. , L- ` • —•_ FRONT ELEVATION SCALE: 1/4 . I'-m' TEXTURED FINISH SPANISH' 5 1� OPF RI�T — TYP. Il'-4. 21,10 FLR _ IT'-4' 2ND FLR B� Imo',. NGT. 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FLR RIGHT ELEVATION SCALE, V4 . F-0' TEXTURED FNISH 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.ebdeftigmup.eom AA k: 0003325 a IIMp J Q MMMIN ABBOTT PARK LOT #28 BLK. #8 PROJmCTN 04181.000-28083 moaal. 3EEB "2260-ELSTON" GAMAom BWDM: RIGHT PAOm: LEFT & RIGHT ELEVATION "G" 160 MPH EXP. C I� ND - aS7m$ � DATM 11/28/19 sltmmT A4G ELECTRICAL LEGEND SYMBOL DEPNITION NOTES aw OUTLET m AMP "MA Pali nVV OUTLET I TINY OUTLET I*op OWLR wow TO BUTTON —iA OR --�YJ NOVOUTLET � �0 � N16EIPIEII (TAMPER TAM TYPE) 2MY OUTLET (4) •Es CONNECTION EM. ENTEIIROW YRMNG FAULT v1 Gamy NIERYTER �' BRANCH SUETCM 3-RAY OPER �4 SWITCH 4-UlAr OPER WALL IIaNM LRNT CEILING LEANT © LED 04 LISNT LED VAPOR GYP rp�wcp I. O VP VAPOR FROM LENT OACpSED CAN eVlw FAN 1 CHIN PER sa FT. fir' FAN EII.IOIT I CFM PER RQ FT. FD(11Em (RPEC'S T� M ® 2-SAA Y161P AR0130 ) NC13D t FNTJ —J 2' KAICIIESCW 4' PLUOI8SCR4T 6 4' TRACK LIGHT PAWL .�. 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FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' s I'-0' POUR COMPA TRANSPOB'TER PROVIDE W AMP, 120/240 VOLT. I PHASE SECONDARK ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) N 1-1/2" CIA SCHEDULE E0 PVC CONDUIT OR PROVIDE 3 VID ALUMINUM (AL) N 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COIRANY. COORDINATE WTM THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3•2/0, CU. THEN 4 1% CU N 2' CONDUIT OR 3 MM AL, THEN • 1% CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT A OVERMANW COMBINATION SERVICE Bo All" DISCONNECT WATCH AND OdW240 VC M ELECTRIC METER IN I AOSE NEMA 3R ENCLOSURE! PANEL B0Al2P 'BOWL NCE Ex"pp t ENTRANCE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 A4 CU SdIVIM CROWD 0014NICTED TO CONCRETE ENCASED PCOTER STEEL PER ELECTRICAL PROVISIONS OF THE mGR btM Eon1aJ raon), bW' DLA X S PT LONG COPPER CLAD 601110WD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdes*igroup.com AA 0: 0003325 Ell 8 q ... 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LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407-774.4078 wwwAbdosWigroup.com AA E: 0003325 J fa 7 IE 6 y sv1sDIV. as IN Loan ABBOTT PARK LOT #28 BLK. #8 >rllOJECT 4 81. — 3 1[ODELe 3EEB ))2260—ELSTON') GARAOR 9Vn3 GT RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C I I I I OWM PAN Fil - - - - - - - N T L v. L V. m 0 I — I � I 0 OPT.: 1 N I vrR I I ' — — — ------ ----------- I LAV. ONK 1 > J 2' 2 l j 0 I I — RANGE WC 2' LAV. LAV. 1 I/2' UWOHER 2 1 TUB I I I iu 1 I 3 WC 3' IIIII II I --� 3 I I I 1 L --J I A 1 1 KITCHEN SINK I I I I1-------------- LLV AAV --- I I I I L 7 1 VTIR I r 9' �--------- N 2. I r-------- 3' PED I 3' 3' OINK T' ur- _ Co TO MAM PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE. V4 " I'-O' SCALE. 1/4 " 1'-V' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.•bdesigr�oup.eom L AA M: 0003325 �4J11 �•pqj 1st"wiv. a4 Lo9! ABBOTT PARK LOT #28 BLK #8 pno"=T# 418 . 8 MODEI4 3EEB "2260—ELSTON" GA1uGE sr1113M RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C No DAM 8CAIA. 1/4"=1'-0" w*mcw P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAIS 4 MASTIC, AND INSTALLED AS PER FDC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 6TH EDITION (20M) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWER6, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILNGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/8MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCE86 DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO M@G. RECOMMENDATION& AND MC 6T14 EDITION (20l) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS 814ALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTEGH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® 61DE-WALL OR I WAY DIFFUSER — 60LID LINE. SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR 080 O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PAS6-THRU AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANG W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO LONG. CONDENSER AIR RETURN W/ (2)-3/16'X2' TAPCON6 UNIT SMP6ON UIS ROLL STRAP PLENUM y OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y 4' CONICI�TE BLAB SECURE STRAP TO UNIT W/ (2) bXl I/4' BHT. MTL. SCREW& AIR HANDLER EXTERIOR WALL y CONDENSER UNIT 3/4' PVC CONDENSATE DRAM LINE EVAP. TRAY y PVC, SLEEVE TO LINES BELOW BLAB CONNECTION TO PAD T REFRbGERANT LINES TO NOTE, MAN COND. DRAM 3/4' DIA. PLATFORM RETURN CONDENSING UNIT OVER HEAD • 12' FROM STRUCTURE TRAP DRAIN LINE AND TERMINATE N Al APROVED DRAIN, AS PER FOCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS 6COMATED NICKEL BRONZE FL. PL. FM. FLOOR OR WALL COUNTERSUNK CO. PLUG BRAGS PLUG —� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K "SAM 66000 INSIDE SERIES NICKEL BRA66 TOP CAULK P.VG OPTI/SPEC vFL00R SLAB CLEAN —OUT (TYPJ FIN. GRADE OR PAVNG SEE SPEC. r-6'xa' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN —OUT (TYPN ) FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 • I'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407.7746078 FAX: 407-7744078 www.abdoeigngroup.com AA 0:0003325 1 • sumviv. as LOP ABBOTT PARK LOT #28 BLK. #8 ROJWT 180DE3t 3EEB "2260-ELSTON" OA1tA0E OVVIN0: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C AMMEM STATE OF FLOFMA VDE 0 ' 2 A, A11NOYS'O DATE`, 11/26/19 E(cALr. 1/4"=1'-0" EUICZ= M1 SECOND FLOOR MECHANICAL PLAN SCALE. V4 . I'-m' 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abde*W*oup.eom L AA 0: 0003325 8 �p susaiv. a Lop ABBOTT PARK LOT #28 BLK. #8 !1lOJECT 04181.00t28083 DWDX . 3EEB "2260-ELSTON" GARAos BWDM: RIGHT FAGS: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C AFK*UBCT= �A7E OF�OFF DWI ROLMD A ABOUONAORA AR NO Y472.9 , D 11/26/19 SCALE: 1/4"=1'-0" s>lsss'r M2 �r�o��l 2X4 TOP PLATE PLAN T PRE -PAD TRUSS IA' CLfa BOARD V2' DRYWALL �_ T-tr SECURE DT. — PLATE TO SLAB Of lod MASONRY NAIL a 32' Or - MAX PIN. PLR 2X4 WOOD STUDS *24' O.C. ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE N01 THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' OIC. 1 TYP. INT. WALL NON—BRG. D1 SCALE. 3/4'.r-a FIBERGLASS 614INGLE6 OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON J' OAJ5. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE irk MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GYPSUM DO OR V2' HKaH STRENGTH CLG. BOARD —Pt ELEvAATI SEE ENERGY CODE FORMS INSULATION R-VALUED REFERENCE STRUCTURAL m, PER ELEVATION TYP. OR R-4.1 IN6ULATIgJ —� �WINDOW ATTACHMENT AS PER MANUFAGTUREB SPECIFICATIONS REFERENCE STRUCTURAL het P.T. PURRING---� STRIPS • 24' OL. vcm� 1/2, GYP. WL. BD.—� WOOD BASE 0'-0' PIN. FLPLI a tl. ti.. ..a � 4' rA W/ WINDOW OPENING n a' DLA. aLEEVE. Do NOT our DODO BEAM NOT OR SOLID GROUT THE BOND all (I). a BEAM (2)C924M - RZBARS PIPE THROUGH BOND BEAM SCALE. 3/4'.I'•B' FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON OAUS. SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENO TOM MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOFFES 2s12 TO LESS THAN d:12, A a 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, 3/4'd'-C' IS REQUIRED. FOR ROOF SLOPE$ OF 4s12 OR GREATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 40613 TYPE IV, OR ASTM D 6'15'I M' nme. 2 COAT - PORT:.A/D CB'4R commmY TO MAaCNW sm PMC UJI&A om aY Le! I IQ&v. alm drab. PM APPIIONK R2O. /-29N GAS LINE THRU BLACK vr.rr FISEMLA66 SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R605.IJ ON a, OAA. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE 1.41. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENO. GABLE TRU66 WEEP SCREED COMM MAD Y CMI m aTRIOMAL row MNI•OIClflt bo P.T. a0 ATTACF1117 TO PLL CALL AS PM AI•!"WAL IM& WALAW a ma s GARAGE DOOR JAMBS D1 SCALE:11/2'•1'-0' 2x BLOCKNG BETWEEN PER STRUCTURAL DET4 STIFFBACK AT ALL UP -POOR PER STRUCTURAL DETAILS PRE -ENO UD.TRU66 CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ BEE ENERGY LADE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/6' R GYPSUM BOARD OId' NIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—v' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN PLR,L a . 6' CMU <' .'d d n W/ WINDOW OPENING r� R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL W2 P.T. PURRING — STRIPS • 24' oz. 1/2' GYP. WL. BD. WOOD BASE — FIBERGLASS SNNGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, NBTALLED PER SECTION R905.IJ ON J' O.S.B. SHEATHING OR p CDX PLYWOOD SECURED PER m. FASTENER SCHEDULE TYP. MTL. DRIP EDGE aN. 2x PA601A PER ELEVATIONS VENTED 60MIT PRE -ENO. GABLE TRUDB WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR B TYP WALL SECTION OPENING s 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4*-1'-®' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWocuP•eom AA 0:0003325 8 a 3 Tj SVSDIv. a IA1Y ABBOTT PARK LOT #28 BLK. #8 PROJMCT 041BLOOO-28083 9tOvau 3EEB "2260—ELSTON'F GANA*= DWINO: RIGHT PACE: DETAILS 160 MPH EXP. C �AFWHrrWrs D C� 19 ROLAID A ABOUCHACRA AR NO 90M DA 11/28/19 OCALM 1/4'=l'-0" w*mm T 164 D1 FIBERGLASS SHINGLES FIBERGLA86 614INGLE6 OVER 630 FELT PAPER OVER " PELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RW5.L1 PER SECTION R8051I ON J' OJ38. SHEATHING ON J' 0,6D. SHEATHING OR k CDX PLYWOOD OR P COX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER 6CHEDULE PRE-ENG WD. kftR PRE-ENG LLD. TRUSS-- 24' O.C. MAX. ULEVATION 24' O.G. MAX METAL DRIP EDGE METAL DRIP EDGE— BATT INSULATION 2x FASCIA PER REFER TO ENERGY ELEVATIONS CA'CS FOR VALUES 2. FASCIA PER—/ VENTED I® O.N. 5/8' GYPSUM BOARD ELEVATIONS SOFFIT TYP. � STRENGTH WARD VENTED —/ IX2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL / -4.1 INSUL. REFERENCE J STRUCTURAL I I w I I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL 3/4' T 4 Cs SUBPLOOR 1/2' THICK 2 COAT J Q GLUED AND NAILED AS PER NAILING 1/2' THICK 2 COAT— PORTLAND CEMENT SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO DIRECTLY TO MA60NMY MASONRY R IX2 FIRE -STOP DO FIRE -STOP — SEE STRUCTURAL SEE STRUCTURAL— R L ATION 5/S' GYPSUM BOARD OR I/U' 14" STRENGTH CLG. BOARD L VATION IX2 FIRE -STOP DO FIRE -STOP—" 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP Q w w BATT NSULATION REFER TO ENERGY CALCB FOR VALUES 5/8' GYPSUM BOARD OR b'2' HXLH STRENGTH CIX& BOARD b(2 FIRE -STOP R-4.1 INSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE V ll�jmlt LEV TION 5/8' GYPSUM BOARD OR 1/2' HIOH STRENGTH CLG.50ARD R•4J INSUL. El 113 R•4J NSUL. W W w W at G` LL a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL bQ P.T. FURRING STRIPS • 24' O.C. ,.a., I/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO b0 FIRE -STOP Ix2 P.T. FURRING STRIPS • 24' OrC w CMU W* GYP. WL. BD. WOOD BASE q' q' n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407.774-W78 FAX: 407-7744078 www.abdostgngroup.com AA 0: 0003325 I a 8 q �J a swan►. & Low ABBOTT PARK LOT #28 BLK #8 PRO aaacT 0 3 MODRU — 3EEB "2260—EISTON" OA tAGZ sV►aQOe RIGHT 1PAOM DETAILS 160 MPH EXP. C DF-awTA 11/28/19 sNSA=:1/4'=1'-0" smam D2 ® "L•ee«taE 2w4 ON-J/ RAT TO DLK V wT NA & WDES, 2X6 GARAGE DOOR DUCK aU (6) ® X%W A -DOLTS 4' 010HO EW MSL W 2,41% UWiR AND NUT .... V@LLY ROOM BOOR TO GARAGE DOOR NOR IN JON% PRIOR TO FILLMG. 1-2xb PT BLOCK a cal.O► ® DOOR NEADER WI) JP)W J-50LT6 4' 011MO EW UV 2')Q'W WASHER NU AND T. -� MANIFAGnMENO INSTALLATION M6TM=I" UNSRE GARAGE DOOR t BUCK ATTACHMENT 2X4m SECURE TO BLOCK IY i{s' 2X4a 2X4� S MM. SHANK SIZE SEA BLOCK LLV Ills' SECURE TO DLOGK W/Y♦' .145TAP 145 PTO TAPCONS(MM. SHANK SIZE MIN. HEAD SIZE 300 (MIN. SHANK SIZE .148 145 MIR HEAD SIZE 300 8' CM MIN EMBEDMENT I Y;) WITHIN 8' OF EACH END t MR HEAD SIZE 300 MM. EMBEDMENT I YW) NOTE, STRUCTURAL 2X A DRYWALL 18' OG. MAX SPACING. ��, STRUCTURAL 2X WITH EOF AGHIYEND t NOTE: STRUCTURAL 2X WITHIN S' OF EACH END t MUST BE ON OUTSIDE + I'X4' OR I'XZ' P.T. NAILER MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH N OUTSIDE b' Or- MAX SPACING. MUST DE ON OUTSIDE + b' OG. MAX SPACIJCur. SECURED THROUGH bc4 P.T. OR S'i X4' MIN. SECURE THOU FRAME 4 SECURE TO BLOCK LLV2-i(+' NON-STRUCTURAL Ills' TAPCONS 2X6m SECURED ire' 2Xbm SECURE TO BLOCK WA-1/4' NON-STRUCTURAL V.' MR. EXTEND I-Y4' INTO BLOCK TAPCON MIN. 1-Y4* (MIN. SHANK SIZE J45 SECURE TO BLOCK w2-vNON-6TRUCTURAL TAPCONS TAPCON MIN i A TAPCONS(MIN. SHANK SIZE INTO EMBEDMENT INTO BLOCK EMBEDMENT W/ -%' TAPC0NS EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CM11J (MIN. SHANK SIZE J49 EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE SOD a (MIN. SHANK SIZE .145 MIN. EMBEDMENT 1 Y4') DRYWALL MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4') CMU MIN. HEAD SIZE 300 MM EMBEDMENT I,Y� WITHIN 8' OF EACH END 4 b' O C. MAX SPACING 'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END t If' DRYWALL WTHM 8' OF EACH END 4 ' DRYWALL 'X4' WITHIN 8' OF EACH END t 2X8,® b' O.C. MAX SPACING. 4' OR I'X2' P.T. NAILER IV O.G. MAX SPACING. 2XOm a OR I7Q' P.T. NAILER b' OG. MAX SPACING SE 60 BLOCK WR-i(e' ' OBJS X 4' MM 2X8tm SECURE TO BLOCK W/ 46' r SECURE TO BLOCK W!I-V4' Ne' O$8. X 4' MIN. DOOR CASING MM. SHNJC SIZE .145 MIN. HEAD SIZE MO DOOR CASING TAPCONS MIN. SHANK SIZE .149 DOOR CASING TAP0" MIN. SHANK 812E J, DOOR CASING DOOR JAMB OR WINDOW MM. EMBEDMENT I Yi) DOOR JAMB OR WINDOW MM. HEAD SIZE 300 MIN. HEAD SIZE 3Oo ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANFACTUREB DETAILS. MIN. EMBEDMENT I V.) DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y.') DOOR JAMB OR WINDOW MANUFACTURES DETAILS. IV O.C. MAX 9PAGING. WTHM 8' OF EACH END t ATTACH TO 2X PER WTHM 8' OF EACH END 4 ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB JAMB NOTE- SHIM AS NEEDED TO PLUMS JAMB b' O.C, MAX SPACING MANUFACTURES DETAILS. 18' O.G. MAX SPACNG. MANUFACTURES DETAILS. (DO NOT EXCEED Y4') (DO NOT EXCEED Y4') womre,nawemm roruesksmown, Momirp DOOR JAMB TO BLOCK +3 4 OR +5/4 DOOR JAMB TO BLOCK +1-166//>,Q' DOOR JAMB TO BLACK +3' DOOR JAMB TO BLACK +3-7/18' A w +3 0 +6 4 /n1 wINDOw To BIDCK +1-15/18 " iyi G w K+ 7 1" . E: kTb. t' . 2X4,- SECURE TO BLOCK UY 96' TAPCONB OR (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I X') WITHIN V OF EACH END 4 b' OL. MAX SPACING. 2X6,m SECURE TO BLOCK W/2-2)(s' TAPCONS(MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4 ) WITHIN VOF EACH END 4 8. CyU b' O.G. MAX SPACING. Ji. DRYWALL 2X8,m ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK G112-Il(s' CASING; TAFrA" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yt') ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IVO.G. MAX 6PACMG. 2X4.m SECURE TO BLOCK W/ IXe' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 A') WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X b• O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO 15LOM 111/2-W NON-STRUCTURAL Y&I TAPGONS TAPCON MK I-V (MIN. SHANK SIZE .149 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM MIL EMBEDMENT OW) 8' CM VOF EACH END t )f• DRYWALL b' OG. MAX SPACING. 2X8m a I'X4. OR 17O' P.T. NAILER SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHANK SIZE J49 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN.. EMBEDMENT I V TTACH TO 2X PER WITHIN 8' OF EACH END4 MANUFACTURES DETAILS. b' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ys') NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y1) DOOR JAMB TO BLACK +1-1//2" DOOR JAMB TO HIOCK +2 ��f �, w11LDow TO BLACK +1-1/2' n wnHDow TO BLU)CK +2 1/4" 49E, N.T$. u' LE. KT$. 2X4= SECURE TO BLOCK W/ ills' TAPCON6 (MIN. SWANK SIZE .148 MR HEAD SIZE 300 MIN. 17'IDEDMENT 1 Ys') WITHIN )6' OF EACH END 4 NOTE, STRUCTURAL 2X 16' Or- MAX SPACING. MUST BE ON OUTSIDE t 2X(pm SECURED THROUGH SECURE TO BLOCK W/2-W NON-STRUCTURAL Ilia' TAPGONS(MM. SWANK SIZE TAPCON MIN. I Y4' J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MIN. EMBEDMENT IA.,) 8• CMU WITHIN 8' OF EACH END t )i• DRYWALL IV OG MAX SPACING 2X8=® PX4. OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-v 2X SECURE TO TAPCON9(MIL BHANC SIZE STRUCTURAL MEMBER J4y WK2)Rd WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t 6' TO 8' Orl MAX MR EMBEDMENT I Yi) CASING WITHIN 8. OF EACH END t DOOR JAMS OR WINDOW IV O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED A') DOOR JAMB TO BLACK +3" T' LE, KT$. 2X4= SECURE TO BLOCK WN4' TAPCCNS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)'4') NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END + 18' OC. MAX SPACING MUST DE ON OUTSIDE 4 7X6m SECURED THROUGH SECURE TO BLOCK W/I-V4' NON-STRUCTURAL W TAPOONS TAPCON MIN. I-Y4' MIN SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MR EMBEDMENT I Ys') 8' CM WITHIN 8' OF EACH END t )i DRYWALL 18' Or.. MAX SPACING. ❑ I'X4. OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN TAPCONS OOR CASING (MIN. SHANK SIZE .10 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMS OR WINDOW WITHIN 6' OF EACH END • TTACH TO 2X PER ID' O.G. MAX 6PACMG, MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" H w + 4" ALE, NT$. ,i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeskgngroup.com AA M: 0003325 , im F III LJ ABBOTT PARK LOT #28 BLK. #8 PROJWT 04181.00t28083 MOD= 3EEB "2260—ELSTON" 0AVA03 swixo: RIGHT PAGE: DETAILS 160 MPH EXP. C wD3/19 il/28 sIE!>�T 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 17232.4 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 FL18644.2 MIWINDOWS&DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 1S353.1 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 S891.1 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 12/31/2020 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 FL4103.1 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 LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 10/il/2019 d N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7749078 FAX: 407-774-4078 www.abdedpngroup.com AA 8: 0003325 3 >aunD1V. a LAT ABBOTT PARK LOT #28 BLK. #8 Plt AWTIP 4 .00 -2 MODEM., 3EEB "2260-ELSTON" GARAGM INWING: RIGHT PAOJC: PRODUCT APPROVAL LISTING 160 MPH EXP. C DP � 11/28/19 WCALID 1/4"=1'-0" gis>e= k. D4 PI®tlR'!0 CONTROL JONT FLANtiR Q CONTROL JOSITS T OE W#ED TED TO LATH r Y or. MAX (VMUA mm DO NOT FASTEN GONTROI- JONT TO WALL EVEN IF STUD EXISTS OEYOO RXCRPT STAPLES IW eRQO@ CONTROLLJONTT To T��• DURNIS DMTALLATION MATEERS TO beSPA—p-7\ • 1' OC. MAX VERTICALLI' / / i -- — �, \ "3 COAT CEMENT 00 LAYER 7. FORTPIOER 111MO G PAPER APPROVED FETAL LATH PA67OHM .T' (VERT)= MAX AT SUPPORTS WINO LAYER t STUCCO WRAP WOOD SIEATHING \ wr LAIN aHALL NOT rna OE CONTINUOUS r• ro v r• ro r• THROUGH CONTROL \ JONTS OUT WAN. OE ST TIED AD PR ASTM PROVIDE 2x4O60 1J014 PLACED FLAT MAX W TO V gSOT CONTROL JOM WHEN CONTROL JONT FALLS oN dam \ L FASTENERSFOR LATE TO OE NAILS 0 ' / i STRUCTURAL enc STAPLES N COTLIANCE UV ASTM CW63 r 2. WIFE! TWO TO OE NO. 10) OAMTS' MEN / 1 3. OLOOCIMS SHOM MAY DE N ADDIT \ TO WALL STUDS REOaMD PER PLAN OLPOLD NttAIC.IR.A OPf. A IWIYID • Pt. A LOIN AM.PL• L aAM . PT.O OL TOLD VINO • FT. A L CAYa • R. • • :OL 4 12D • ® LF0.D NIWC. R.A L CAAM . FM. • A. FOLD Fr. OAK FT. SOROM H.AWN • v� r 0 .DIMAIM "•ANU w,Ee TmNT MAL POLE. pQ IIT3 aa. AFPROVRD EURLDNG uRAP SWELL ME LATOD A MINIMUM OF S' • YERrICAL LAM (ROLL ENDS) t S' • HORIZONTAL LAM. ALL SEMM NEED TD 0E TAPED WITH FORTTmM SNEATWNG TAFR // f•MN LAP•PETAL 4M \\ LATH VERTICAL LAP TO ISE T 1 PETAL LAIN UM LAYER t STU= WRAP \ UIRSEUaLAYER PAPEFORTa,EIER/ / JI i1pAPER LAP SCALE, i VP.I'.OI Vt'.P,O' ® KICKOUT DETAIL r MN"A MDR LAPS OF METAL PLASTER RASES MW.L ME SECURED TO PRAMM I'EP7ER8. TMEY SHALL OE TIED ORTUOEN SUPPORTS WITH .D4TS-N (171-MM) UM AT INTERVAL& NOT mom THIN v (221141MA AD PER ASTM 0SS3 IAA FOR REPAIR OF TRANS N 00 LAYERS, TEARS MAY OE PATCHED WIND= URAP TAPE PER MANUF. SPEC. OR FO L A STICK WOOD "ATI OIALDI PAFIF STU= }"TWICI(3 COEN AT CEMENT PWTER METAL LATH WRe LAYER 7. FOR PMM OUS.DING PAPER URO LAYER t STUCCO Uw WOOD SHEATHING OR CMU WRB LAYER 'I, STUCCO WRAP (FRAME ONLY) 'J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2- 2 COAT CEMENT PLASTER(CMU) 'METAL LATH (FRAME ONLY) LAP WRB I TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT T, WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT wASv ROOF CEMENT ROOF PER ELEVATIONS Wrne,gRT M.AL (aw ae tI0.DSR, m rmt a., twTALL IeleHNour AT .OT.pI Q lt/oF . NN.wwTloN. O"L" FLASHING N.T.S. 6, CUT AND OVERLAP ONE am OF / SELF-ADFER IM ME'lRME FLASHING STEP el INSTALL PASTEtERS (CLIM, STEAM, STAPLES) AS REQUIRED TO TO SECI#E Psi WRE TO PRAM( FLASWNS OVER APPROVED NOUSR URA dAWan to I9tTSA� otio PtF� UIO LAYER 9. FORTPRISR OULDNG PAPES PETAL LATH W.6' OW-AD149RSNG MO'lRANE FLASW*4 OVER APP 40YW HOUSE SRAF. 4k4' SELF-ADFERNG 1"EI'bRANE P1.,40Hgi OVER APPROVED HOUSE UINIAP. FLAeH3Nr. Te SxtISND eNm IMIm CONT. DEAD OF SEALANT AIR OF SECTION PER SECTION Eerlorlteoba ma tatrwn3 Exterior uee of port1wdoe Mplalst .hell oomp y withthe ePPlceNcn requ merte of ASTM C 92612A limttllenon of exterior I ftv end 9tmtg .hell—plT.xth ASTM C 106342A. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINACxE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER "2 (FORTIRBER — — — — — — W LD ING PAPER) METAL LATH x—x—x—x STUCCO ommmmmmol SELF-ADHESIVE FLASHING; — — — — — — NOTE : METAL LATH: LATH TO 5E PER SECTION R-103.11 / ASTM C-64-I-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: 407-774.4078 www.abdosoWoup•com AA S: 0003325 all a a kip fi wVumn rti LOIt T. ABBOTT PARK LOT #28 BLK. #8 PltcNmwT 04181.00 —28083 MOD=, 3EEB "2260—ELSTONN" GARAcs SWUM: RIGHT PALM WALL ASSEMBLY DETAILS 160 MPH EXP. C 1iTATE OrR-OR1DA Fc 4Ak. oMi�' AR NO 9VM DATXk 11/ .6/19 DCAIM 1/4"-l'-O" szmm" WA1 BACKER ROD BACKER ROD INSTALL V SELF -ADHERING MEM5MANE PLASHING OVER TOP SIDE(&) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASWNG TO ISE, L BOTTOM, 2. 610E6. 3. TOP VENT CAP 16 TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT I& TO DE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL SIDES,Ys CAULKING * JOINT PER SECTION RTOS.T EAWndpbdmft Exterior eM plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and taming shall comply with ASTM C 1063-12A. UM LAYER -1. z STUCCO WRAP HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH 00 LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) 6HEATNNG URD LAYER 42, FORTINISER BUILONG PAPER WOOD — CONSTUCTION —METAL LATH S' Cm VNYL CASING DEAD 6• RAISED DAD K• TO )j' MID-YYLL VDEP a�eD W WDE STRIP SELF ADWMIVE FLA6HN06 CLEAN MASONRY DEPM APPLYING Z FLASHING STONE v dmm OVER SCRATCH COAT a 53- • :. - • •Woo 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 — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-05, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FNISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET N CoONT. SEALANT) SEALANT e TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'GUIOK FLASM PIPE THROUCsH WALL 1 6' SELF ADHESIVE PLASHING (INSTALL—� PER MANIF. SPECSJ DIJILDNG PAPER UNDER 'C.UICK FLA&H' A VENT PENETRATION SCALE. N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER'4, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT Y6' TO Y&' MIDMID-WALL WEEP SCREED ,11 SELF-ADHESIVE FLASWIW WOOD FRAMED WALL •+ •)NTAL WEEP SCRE To 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 -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW CUT SUCH TWA NO MEMBRM@ ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSEGTIC STEP #1 STEP #3 WOOD SHEATHING URB LAYER sl, STUCCO WRAP 00 LAYER O, FORTIFIBER BUILDNG PAPER METAL LATH FASTEN TO UIOOD &TRUCTLRAL MRMDER • 1' OC. MAX V FlgSM • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRIS LAYER M, STUCCO WRAP STEF "2 WRB LAYER 01, STUCCO WRAP APPLY 60 MIN °+ELF-SELF GRADE 'D' FELT MEMBRANE FLASWING ® OVER SELF-ADWERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ,. METAL LATH STEP S STEP 06 OELECTRICAL RECEPTACLE U41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdosWngroup.com AA B: 0003325 IF sv>oaiv 4e 1 BBOTT PARK LOT #28 BLK #8 ROJLCT 041 1.00T 28083 "o U 3EEB "2260—ELSTON" OARA0311111 iWtIliM RIGHT PAG W. WALL ASSEMBLY DETAILS 160 MPH EXP. C ROLM AB DA I1/26/19 sCAum- 1/4"al'-O" NI OW WA2 WOOD CONSTRUCTION Ys HAT CHANNEL WAS' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 9 STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER WRB LAYER 01, STUCCO WRAP WRB LAYER 42, FORTIFISER BUILDING PAPER i' THICK, 3 COAT CEMENT PLASTER 6' SAF. • TOP OF WEEP SCREED TO SNEATWIN6 BEHIND WEEP SCREED 4' POSITIVE DRAIN •� 6' KELP-ADIERENG �- PLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER M, STUCCO WRAP WRB LAYER 42, FORTIS M BUILDING PAPER `.,;..,.y.• •�;y;:<.e:_y,. �L 6' SELF-ADHERENG UAW LAYER 01, J FLASHN6 WRAPPED STUCCO WRAP �v J • CORNER OF CANTILEVER I/ 4' POSITIVE DRAIN AMIW AM66-WPIIL^- — NO GAP N FIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE: 1 1/2'.1'-O' NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-641-0% MIN, 2.5 1-155. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M 9/4 RESILIENT WEATHER RESISTIVE HAT CANNEL BARRIER 02 VINYL CASING BEAD %' THICKK, 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH WR1<XTURED 4 PAINTED Ugpp 6HEATHUNG FINISH j' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CASNQ BEAD NO GAP N FIELD (SHORN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONOTRUCITON .WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER •2 `i' THICK 3 COAT CEMENT PLASTER S/6' TYPE 'x' DRYWALL METAL LATH UYTEXTURED 4 PAINTED WOOD SHEATHING FINISH THICK 3 COAT CEMENT HEADEWISEAM PLASTER DID - -0, - • EXT. WOOD FRAMED WALL "-FLOOR DECKING PRE-ENG'D TRIGS WEATHER I110616TIVE • BARRIER 01 ILEAT14ER RESISTIVE BARRIER 42 1J' THICK 3 COAT CEMENT PLASTER PETAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL I' THICK 3 COAT C (6HOWN FOR C .ARIPICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO UJRAP) WRB LAYER 62 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - FINISH LAYER (2 LAYER PEEL 4 BTICK)� 6' PEEL 4 STICK Al DRIP EDGE TO DECK I )II'XI V P.T. OR SIMULATED WOOD (TREX) FILLEIg CONTINUOUS WATER PROOFING 14L LAYER (2 LAYER PEEL STICK) WRAPPED FROM / BALCONY DECK TO J CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK--\ I NXI 'Y4' P.T. OR SIMUL.AT WOOD (TREX) FILLER CONTINUOUS X, GAP FOR BACKE�I ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 6TICK) 3/4 RESILIENT HAT CHANNEL 6/6' TYPE 'X' DRYWALL UNTEXTURED 4 PANTED FINISH iTRH C 3 COAT C MEN VINYL COit RNER BEAD VNYL CASWj BEAD — W X 3. 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,JJ' MIN. SPACE FROM DRIP FACE TO TREX Yi GAP FOR BACKER ROD 4 SEALANT VINYL CASNG EIEAD WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE -"WOW" BARRIER 4 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF FACE TO TREX WATER PROOFNG let 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 '1 WEATHER RESISTIVE BARRIER 12 4' POSITIVE BRAN WEEP SCREED (6WOILN FOR CLARIFICATION OF SEPARATE ACCE66ORIE6 ONLY) BALCONY DRIP 11 EDGE INSTALLATION PROD 444 ATER PROOFING AYER (2 LAYER STICK) WOOD St-IEATHING I LUMN SHEATHING ATHER RESISTIVE MRRER ol A-M RESISTIVE WRRER 42 SAF. 'EEL 4 STIfKw i V_...", „ • ", lust I )Y X 3' 26 GA GALV. METAL DRIP EDGE 6E7 N FULL BED OF 6EALANT,)j' MN. SPACE PROM DRIP FACE TO TREX 4 STICK CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. MIO- DU'IED 90 3/4 RESILIENT HAT CHANNEL 6/S' TYPE 'X' DRYWALL W/TEXTUPIED 4 PANTED FINISH JTHICK 3 COAT CEMENT ASTER — WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 2 EXTERIOR COLUMN C X.0 N SHEATHINI9 6' SAP. 06'0' 'L' PLASHING FULLY EMBEDDED N RO`OP CEMENT 1,W X 3' 26 GA GALV. METAL DRIP EDGE SET IN RILL BED OF SEALANT.V MIN. SPACE FROM DRIP WATER PROOFING Mt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER a' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINYL 0018aR BEAD-J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN ( W /"T " VT AQUThLTr-'% 2x FRAMING MEMBER WRB LAYER M, t STUCCO WRAP a' THICK 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER CORNER BEAD WRB LAYER M, FASTENED TO SHEATHING 'I' METAL LATH ' ' I I STUCCO WRAP a O.C. MAX. THICK, 3 COAT CEMENT I WRB LAYER 62, FORTIFIBER PLASTERBUILDING PAPER WRB LAYER M, 6'SELF-ADHERING io ' METAL LATH STUCCO WRAP FLASHING THICK, 9 COAT CEMENT 6 WOOD SHEATHING I (EXPLODED VIEW FOR PLASTER CLARITY' METAL LATH DRIP CAP----�—� ' WRB LAYER 02, FORTIRBER BUILDING PAPER WINDOW FLANGE Cl 4 A CORNER BEAD ® FRAME 2 1/2' � �— CORNER BEAD (FASTENER 4 SPACING ' 1' O.C.) CMU Sib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY N OF ONLY) 14B CORNER BEAD Ca? BLOCK WRB-LAYER M, STUC0 UARAP WRB LAYER e2, FORTIFIDER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING DRIP CAP \may WINDOW FLANGE 15 B C ASING BEAD ® WINDOW (FRAME, NO BAND) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32780 PH: 407-7718 78 FAX:407-774-4078 www.abdesWngroupcom AAM: 0003328 1 Z �o I IP LTMIV. Ric LOBBOTT PARK LOT #28 BLK. #8 ROJMT 04181.00t28083 uoass� 3EEB "2260-ELSTON" GARAGIC /WING: RIGHT PAGIM WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHnivan EC 4^ ROLMD A m NO osm PADFT DATM 11/26/19 1/CALM 1/4'=1'-O" INSIME WA3 WOOD SHEATHING WRB LATER'(, STUCCO WRAP WRB LAYER 02, FORTIPISER BUILDNG PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING ---n FLASHING DRIP CAP - WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER e2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER Y♦' GAP TYP CAbING BEAD TO TRIM IX TRIM MEMBER . STUCCO TO SIDING TRANSITION SIDING /�ttl :d WIM LATER 61, STUCCO WRAP %' THICK 3 COAT CEMENT PLASTER METAL LATH WAS LAYER 42, PORTIPIDER BUILDNG PAPER WOOD SHEATHING WRD LAYER M, STUCCO UAQAP cASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) VINYL ANGLED ` mom, \F_ r�ASIWI BE•:` W'ID iFEATNetl SAINT ROeterrve WRB LAYER "�, PORTIFIDER r::;: A BUILDING PAPER usiW�elerne �I LATH METAL WIM,'wr a bows J' THICK 9 COAT CEMENT r : e' SEEP-ADwRrr, PLAeN►G PLASTER l f \ HERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW 15 C ( FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) \1 `- DARRKR I,lEel•TIVE 6ARRRR I�@eletN! PLAGWIING 71 R.AmmNN&M OR ?K OR APPROMM UAICILANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION WOOD SHEATHINGS WRB LAYER 01, NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-013, MIN. 2,5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD 0aND"71 =WN STUCCO WRAP D ,NeIm ul"Tw"FmIBTNe SAMMIN h 111*1 17 LL{ �eletNo WRB LAYER 02, FORTIPIBER 3i�:"R °1D1N6 ,�� ; 4 BUILDINGS PAPERFLASHING a '� METAL LATHmaw •T• ' `� ` 1 ' THICK, 3 COAT CEMENT I\ / �'�� PLASTER •T°L�m � v CASING BEAD 0P RAISED 817A� BAND (FRAME) SCALE: 1 1/2'. I'-0' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER h, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY Y,IATNER RieIeTIVB \ SAAMM 1 TO LAP \ WHIN. ABOVE TOP OF 'Z' PLAOMNG B°A°A:aBI10%,aeroTNe iJ ITi1191wim _ — _ oP 'z' R AeNINa 8_2 eeac eLl eassre, a30cI. &MI' ABED (WAi'PLexBua SAO = ROD! \ / ' GELP-ADKIMG � e-ADNINING \ I 1 KA04M yy T�GAP WAZAULK etr IENtN ASTE a `\ OR APPIlOVW e6A UNAYA=AB,4RICdtI9 RTN! DAPMM*I,E#I•TIVE dlAnlR RCekTNL !-i elan ybm e) BAI4B0R 9 fB CKM RM) Pw SIDING TO STUCCOR�eISTNs ® FRAME TO FRAME 19 TRANSITION _ )'4' GAP TYP a' THICK 3 COAT CEMENT CASING BEAD PLASTER SEALANT—� / TO WINDOW —METAL LATH WRB LAYER 02, FORTIFIBER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL A STICK OVER FLANGE WINDOW FLANGE / \ E-Z BEAD VINYL CASING 1 2X FRAMING —/ (Wl%' FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE t BUILDING WRAP WRAP -------------------------------------------------------------------------------------------' �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 — — — — 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 wwwAbdosoigmup•com AA #: 0003325 Bevil I 0 0 g F PARK 28 #8 # 04181.000-28083 MOaRLa 3EEB "2260—ELSTON" ASAP.AGM sMUM: RIGHT PA0r. WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 1 I I —2x6 SUB-BANb W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �1 II —1/8' TEXTURED 11\ FINISH • WOOD I \ 1/2' TEXTURED 1 FINISH • CMU J 1 J \ —METAL FASCIA \I WRAP As' FROM \\ STUCCO, I' FROM \ WOOD WALL \ \ r �—EXTERIOR WALL 1\ (FRAME OR CMU) \ `\\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®FLAN A 1W TEXTURED PUSH • WOOD, 1/2' TEXTLWM PUSH • CMU METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD BREATHING x x x x x x OR Cm` 4. WRB LAYER h, x x x x x x STUCCO WRAP(PRAME ONLY) x x x x x x x x x x x x — WRS LAYER 4, FORTIFI®ER x x x x x x x x x x x x x EIUILDMG PAPER (PRAMS ONLY) x x x x x x x x x x x x x FRAME OR CMU 2Xb SUD M BAND/X CEMENT X X X x x x x x x x x x x x x x x x x x FELT PAPER DRIP E06E x x% x x% x x x% DRIP EDGE METAL KICK our X x x X X X X X x x x x x (REFERENCE POINT © F'L,4N E3 ONLY FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY 1 ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL �INOT INTO STUCCO) "1/8' TEXTURED FINISH • i /WOOD, 1/2' TEXTURED J / FINISH • CMU / / 2x6 SUB -BAND W/1'x4' NOTCH • 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' -0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND Wlh'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 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.)'ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407-7746078 FAX: 407-7744078 www.abdosWigmup.00m AA M: 0003326 8 � � to 0 F T PARK #28 K. #8 T/ 04181,000-28083 MODEU 3EEB "2260—ELSTON" GAilew x swarm: RIGHT PA019: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCFffTECT: WrATE D C' ROLMD A. AR NO 9WM DA �` 11/26/19 BCALEt 1/4"==11''-0" s Y Y A'' FOUNDATION NOTES 29'B" 1T-10" 101-0' TE-1 — — — — 7 26'-2" m P OF 4" CONC. SLAB aw I r FM-16X18 EXTEND SLAB 1 1/2" 13'-2' 1xi ` 4"PVC CHASE J %, `\`\\ m ``�`\ "I"TOPOF 2 a \\\\ SLAB zpzo 11 ,. Ic 11 u 0 11 11 I N 11 t1 I � § I q tD �� UP TO 2ND FLOOR \\ n (FIELD VERIFY ♦ \ EXACTLOCATION) "" 9 NL_ — CW-1-12 L — — — — — — — CVVC-16X12 (24 I 7'-8" 23'4" 0I -EXTEND CWC-16X12 7 :a SLAB 1 1/2" $ EXTEND IFM-16X18 112" I SLAB 1 1/2" — — '-8' 3'-4" 3'-8" I 14'$" 8'3" 4" CONC. X SLAB <p Lp I a I L—FM_i6Xi8 a I I 2 I� &D I� I 4 I 4 — — — FM-i6X18— LA '-4" 5'4" 2'-10" 16'-W 2'-10" 29'$" FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-0'-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.QNDICATED #5 BAR, BNDICATES #6 BAR, NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALLBE 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= 3a, #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,OOIPSF. 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 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D)ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 543, USING: Fm = 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 }OF SLAB SUPPORTED 3'-0" OIU MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6a6 W I A.W IA OVER 3 11T 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-16z18 16, CONTINUOUS 18" - (2)#5'8 (+O'-0" FMC-16x18 16" CONTINUOUS 18, - (2)#68 VARIES TE-1 8" SEE PLAN 8" - (1)#5's (.)U-W TE-2 12" SEE PLAN 10" - (2) #68 F-24x24 24" 24" 12' (2)#5% (2)#69 + p".0• F2-24x24 24' 24' Is. #5's () s - . 1•-p• CW-16X12 16" CONTINUOUS 12" - (2)#5% - (+)0'.0" CWC-16X12 IF CONTINUOUS r 12" - (2)#Fs #6 IN CURB VARIES 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX:407.774.4078 www.abdes4rogroup.com L AA #: 0003325 a J ill sumly. as LOT, ABBOTT PARK LOT #28 BLK. #8 PllOMOT 4.0-28083 WoDz e 3EEB "2260-EISTON" oA1RAGM OWUM: RIGHT PAGM: FOUNDATION PLAN %160 MPH EXP. C DATA 11/26/19 OCALL': 1/4"=1'-0" 920m" sl 30' MIN. EACH WAY MONOLITHIC FOOTING = i STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND •• ! d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS O r C �, SPACING REQUIREMENTS • v _ GARAGE DOOR U m� v crU) C n Q I � FM W RECESS qU, �j y i_ 8' CMU WALL O 6' CMU WALL 11 a , CORNER BARS, SAME SIZE AS BAR Lu w e' o Z_ 1• IN FOUNDATION WITH 30"LEG EACH I' B W= TOP OF SLAB TOP OF SLAB y��I/''pl� WAY AT ALL CHANGES IN DIRECTIONS ... -I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I VOj CURB FOR _ • SEE SLAB SCHEDULE . _ Sr _ . I.I ' MASONRY 1 EXT. PORCH SLAB BAR SIZE 48 BAR DIA. 4" CHAMFER (,-STORY) � 18° EXT. PORCH SLAB - SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1STORY) Il. v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ' • �' UNITS SET AT ELEV: W/ 1/2' ISOLATION JOINT (NMERE ^ • • 8" CHAMFER (2-STORY) 84 24' ISOLATION 6' CHAMFER (2-STORY) . p-p" APPLICABLE) i SEE SCHEDULE #6 30" J01/2' JOINT (WHERE APPLICABLE) 2 T�: EE SCHEDULE 4' WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING S FOR WxD, BAR SIZE #8 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34'=1'-0 2 GARAGE SCALE: CORNER BARS DETAIL OPENING SCALE: 3l4'=1'-0' G)= SCALE: 3/4"=1'-0" LAP TOP PLATE AMIN. OF 48" LAP TOP PLATE AMIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVVEREER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/SYP WALL W/ SYP No 2 STUDS SEE 2' CAPPED LU — ( O No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZEDPIPE [j NEW REINF. BAR SPACING. SINGLE BTM. PLATE ,!2"x0" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. W/FLANGE BASE 0_ SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO p- EPDXY. MIN. EMBED g I PLATE EPDXY 6-1/2' EMBED. MIN. 0 16' OC SLAB W/10d MASONRY J B', UNO J g USP SPTH4 OR SPTH6 BTM MAX. NAIL 16' O/C STAGGERED. ion Q p FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ ADDITIONAL METAL SPECIFICATIONS FOR to 10d x i ,/2' COMMON NAILS CONNECTORS NOT SECURE FLANGE TO 2 M USE AND I FILL ALL HOLES, DO NOT USE REQUIRED WHEN NO SLAB W/(4)1/4" X 2 i/4" TAPCONS PREPARATION OF 10tl x 3" W W UPLIFT IS PRESENT. HOLE. w C SEE SLAB SCHEDULE K SEE SLAB SCHEDULE J �• TOP OF SLAB Q •. TOP OF SLAB 4' CHAMFER (1-STORY) °�� ` V= .�° 8" CHAMFER (2-STORY) • s . EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD AND BAR QUANTITY AND BAR QUANTITY SCALE: 3/4':i.p' ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 7 p INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION SCALE: 3/4'=1'-0 (W/ UPLIFT) V SCALE: 3l4'=1'-0 (NO UPLIFT) 6 SCALE:3/4'-V•G• LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE P SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL p: TG PROVIDE DBL. TOP PLATE L, O L 1S. O!C STAGGERED. Q ADDITIONAL METAL m U_ CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. K O 8' CMU WALL p M = + ^ POURED LINTEL CONT. (TYP.) !• �••. 8" CMU FILLED CELL (iYP.) . TOP OF SLAB �—'' SEE SLAB SCHEDULE Ir I°" 2X WALL FRAMING +- 0'�~ SEE SLAB SCHEDULE 1/2' DIA. USP 7250SD BOLTS 6" TOP OF SLAB'e• •°+• + •r' •• Z ♦ 'ISOLATED"COLUMN PAD ° • CENTERED UNDER WALL AND MINIMUM EMBEDMENT INTO GROUTED CELL, 4' FROM ENDS AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLYWITH -'? FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO (D_,NNNIT�ELRIMOR 34"=,'-p" (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE:3/4"=1'-p' 11 SCALE: 3/4"=1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7744078 www.ebdesWocup.eom AA 0: 0003325 2 1j sumly as moat ABBOTT PARK LOT #28 BLK. #8 UOJWT 81.000-28083 MODELS 3EEB "2260-ELSTON" GARAGE SWINGS RIGHT PAGE: DETAILS 160 MPH EXP. C DATSS 11/26/19 sCAL& 1/4-=1'-O" slim= S1.1A STEEL REINFORCING IN GROUTED a_ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10' T EAD W/ "NOSE o 8" CMU WALL i i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS PAVERS 0'A' i. �.) #4 REBAR 0A` 9. to o S" CMU WALL TOP OF SLAB �_ .� TOP OF SLAB y C SEE SLAB SCHEDULE v ..`\ 1/2" RADIUS OR CHAMFERLLJ o a �. a y O SEE SLAB SCHEDULE n• TOPOF SLAB .a. H \ ° .�. v�` SEE SCHEDULE, FOR WxD, BAR SIZE w i 3 w - e "a•'; • AND BAR QUANTITY a > •� EE SCHEDULE co 0 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING (-,-"),EXTERIOR STAIR DETAIL (-,"),INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 4 AT ALL PAVER AREAS SCALE: V2"=1'•0' SCALE: 1/2"=1'-0' SCALE: 314"=1`-0' SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W! PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1/2"xS" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-tl2- EMBED. MIN. 0 1S- USP SPTH4 OR SPTH6 BTM OC MAX. AND TOP PLATE ANCHORS W/ 10d x 1 1 /2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" I SEE 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 `� SCALE: 3/4'=1'-0' (W/UPLIFT) STEEL REINFORCING IN GROUTED d CELL SEE PLAN FOR SIZE AND O SPACING REQUIREMENTS LU U y O Z 8" CMU WALL Z 0 M •" SEE SLAB SCHEDULE p"')I-•� 4" CHAMFER (1STORY) B" CHAMFER (2-STORY) Z TCH STEEL g REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY z� BAR SIZE 48 BAR DIA. > #3 18' U #4 24" #5 30" #6 38" #7 42" PVC CHASE 6 THRU FOOTING SCALE: 3/4"=1'-0" IG REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdosigngroup.com AA N: 0003325 Fl- I 2 O svmly ac iATa ABBOTT PARK LOT #28 BLK. #8 P1lOJE T MODEIs 3EEB "2260-ELSTON" GA3LAOE spD03H RIGHT PAGE: DETAILS 160 MPH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774.4078 wwwAbdosWigroup.com L AAM:0003325 1 summ. as w ABBOTT PARK LOT #28 BLK. #8 MMscr —2 8083 MOORU 3EEB "2260—ELSTON" *ARA*= SWUM: RIGHT rAG V. FIRST FLOOR DOWEL PLAN 160 MPH EXP. C A AI NO DATO 11/26/19 DCAUb 1/4"=1"-0" s mom s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM p CLEAN OUT REQUIRED FOR INSPECTION I ? , .•c TIELERTICAL REBAR ,� b TO HORIZONTAL REBAR Wl 10" HOOK BARSIZE 4BAR DIA. Z LU #3 18* gm > U 30*HORIZONTAUVERTICAL E REINFORCING SCALE: 3/4.•1'-0" GW NEW REINF. BAR SECURED W/ 2- PART 0. I EPDXY. MIN. EMBED 6'. O = FOLLOUNW ALL MANF. d N SPECIFICATIONS FOR _ w USE AND PREPARATION OF Z m HOLE. W� o. �: .---.: a .. . 'a .4. --A —• — . STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4'=l'-0' OFFSET METHOD CONTINUOUS BARDI #32E 46 BAB A. METHOD #4 24" HORIZON TAUVE RTICAL REINFORCING; ;r � SCALE: 3l4°=1'-0" #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 4O7-774-4078 www.abdesWngmup.eom AA B: 0003325 y 8 �4�aC A aumly a Lo7Z ABBOTT PARK LOT #28 BLK. #8 Pl�OJmC 0418LON-28083 MODZ U 3EEB "2260—ELSTON" OAV-40Z OWn?O: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 ICY' HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 110 HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .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 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK p� P ION REMARK 1`/ (2)2x6 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. - TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA = TOP OF ARCH / T.O.S - TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C - ON CENTER, F.E.S. - FROM EACH SUPPORT, TO. =THROUGHOUT MARK DESCRIPTION (PSI) fc SIZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx18 (i)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1) n NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-UNTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 0F0Mw SAFE LOAD - POUNDS PER LINEAR FOOT 0—+— SAFE °� 4a a. 4-- SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH +� �+'� atlas af�M a1a4o 4w4s 1Plaa1 TYPE LENGTH MN N0 RK:MJ TYPE LENGTH 41wi e,a4r etaif sw,r I WOO ePenr W2047 aPaftT V24eT raa•fr 81 a 01` aw,T INaaT eU1 me I a-WIS nuts elan earn ea-n ows St!' (4n PFIVAST no am MM ow an alp am 5t6' (4) PAWANT 1026 100 tees r4' W) PM AST 10010 ap1 UP 41M 11M M88 7w we 4a11 MY 7w W4 am Ina in 2015 am 410 711M 4141 7w (4ey PRECAST lees pM 8110 :IM eel 4%Ir (4C) PRWAST 766 763 ,80e r4F (4e') W&OW 1,O = M" 4M M M4W ey 4w Mn "a YN 1eM +fY 113111 yw NN 3115 4M ftle M I5Y (� PRECAM ISM 1w MM seal aw 4M Mee an rd QM PRECAST �$ ee1 ,073 41d' OM PRE' eT m7 am Ism we 4w 4„ wo am 4M Mn Tow wit =% IRA ,! am Im 3m 40a 4,1 m (6n PRBCABT 1217 sm noa1M sw 8w 4w 64• 1e47 PRECANT 411 411 746 8.4 A4'► PRECANT a1e 7M msr M aM � . aw 1! 7rw Im iris am aw aw sm sma /-1r' P0.1 PREGIST 1002 fw HA "m f00 351 m wew 6N0' M PRlCANT 3p 33e m 8+10' M PRECAITf , a11e Mp a! 4q1 sm aw — 7w w nR mm Mp aC0 4w rd PP) PRECANT e01 1! mNo aM 3w 4311 Opt 6t6' (►rl PREC`,MT N07 rn 4e0 da 07'1 PREC/IST w 811, 1s1 Mir am ma! w I4e t! 1 aw 1 2110 1 M I VU Td (ee'1 PRECAST 743 1M1 ,fl1 aw Moe :Ia1 aM aw Td M PRWAIV 4" Us 303 M We') PgEG6T 7v 1 for m, ,1M !, aw !, a,p IV 'I M iM I Un I M MV 1 aw �' c++r1 °64 w Ilaa 111e 1w am no aw e1" 1" tl+29 ► 2rm 6,2 230 e'd (1,29 PREG4Nr m RI 11 1M :ur aw Ira Iw /w =4 aw w w Im Iw , as" sr 1rd (13e') P1e0A6T 4T6 ! w ,aR aw am MO aw 10W (13e') PRECANT 2e4 40, 110 ,rd p3P) PRECAN7 w Ri M 1 1 a" w un ,! sr sm ! w its. fsf s 3w ( 3e"1 PRECAST 114' , 3S2 w w 1381 so 3w am 4w 114• (7!e•) PRECAST 260 462 1e4 1T-r (131� PRECAST 4p M w tap iM ,rn w w iw tw sw afar 4w 4M w wa f1e ,w• atp ,ra (, 14') PRECANT 337 w ! 1!1 Iw aM sa1 a! 1r4 (+449 PRECAST 2w 402 IV 1rd (Ion PRECAST 41a 40 m w it 1 ,w w M t! 1M4 Mr sp a! w ! w 1 , ales 134• (1NI0') PRECAST 2a 4" w ,w tw ,! 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M 4M w ! 1s w w 7M fw 1w tw w IM ! tw w w ! w w 4n w w w ep W41' Mn PR03TRM1® N.R. M M M M M M M 2P0" ) P NA. el 3S 24V' �') PR68TRE1BED w w w 4a1 w 7p M na ! w w w ,w t! (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. -ALLVALUESTAXWFROM•SAFELOW TAKJWSYCAS1CRE(EMAN 2016EDITION •PRSCWPR001 MSY07HIMTOMETORVW=VAIIMSTATNSMADM • ALL PRWAff PRODUMAM 70 SE OWA M PER ONNFAGIUMSPECF"TIOOtl-PROVOE LW MIMr OF S6AIUIS PANT EACH WE OFWINDOW OPENNO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATIONCASTELAETE DIVISION ACCEPTANCE #: 16-0126.03 8RF14-1T/0M4 BTM. @ 6'-8" FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA e: 0003325 , IN a ILL.) �o a "p mumm a Lo ABBOTT PARK LOT #28 BLK. #8 [PROJUICT04181.10I� 2 8083 HoDzu 3EEB "2260-ELSTON" GARAOR drl►U901 RIGHT PAOi6: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 160 MPH EXP. C � !T W.TIN D TO 11/26/19 E{CALz: 1/4"=1'-0" gnu= s2 mmmll NOTES TO THE INSPECTOR/CONTRACTOR TYP 8x8' 1#5 1, PLACE LINTEL ACROSSTOPOF 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 PLACE STEEL HEIGHT. REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND WITH �( BEAM (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8x16" rp #5 CORNER BAR W/ 30' LAP FOR EACH 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. B„ A 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR WJ 10' HOOK of O / 8xl6 DBL. BOND T O 2 QiLF' BEAM Wl (l) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TQ O Gam\\ W/(1)#5 BAR .yR: BONG BEAM 30' TYPICAL �OQ = F FILLED W/ GROUT .ENO U =UNFILLED GROUT SOLID FROM P NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM #5 BAR IN BOND BEAM BEAM COURSE � SEE NOTE 5 a \T/1 ICE/ B �O �16-1 8N,PRE-CAST SR NOMINAL QFL�G HEICViT # OF #5'S, TOP - LENGTH OF BAR =WIDTH OF MASONRY 0 OPENING-2" CORNER BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEERS INTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4'=1'-0' THAT XFXX - 1T/1 MIOS INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W10 STEEL (L1) REFER SCALE: 3/4'=1'-0' AND XFXX - 1T/0W0S INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3I16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION ZE. 145 MIN HEAD WINDOW SIZE .300SHANK MIN EMBEDMENT 1 SINGLE BOND BEAM 1J4„) 8' FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN ,.31l4• PRE -CAST .d 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .30 SILL MIN EMBEDMENT 1 1W)8" b SLOPE FROM EACH ENDAND 18" I-1/4' MSEDMENTN 4 2x8 (MIN 2X 3)2-318 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1S/4'E 83 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 VCMUWAUL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 112"=1'-0" C 3 SCALE: 314"=1'-0" PROVIDE 3" DIAL HOLE IN LINTEL SO THATVERT. REINF. BAR CONTINUES THROUGH LINTEL. .3 I I II SINGLE #5 CORNER BAR, 3000 TURNED UP ORTURNED DOWN INTO STEEL REINF. OF FILLED CFJ1 BOND. BEAM 8x8 CMU PIER PROVIDE #5 BAR �.El.F W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL OF ELEVATION ENSURE THAT PIER GROUTS BENEATH SOND.BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3l4"=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,5078 FAX: 407-7744078 www.abdosl&group.com AA is 0003325 Y 3 r4 lit III ILL3 �o ABBOTT PARK LOT #28 BLK. #8 P1�JSCT 04 WoDzu 3EEB "2260—ELSTON" GA1-/61IMS SWINM. RIGHT FAGS: DETAILS 160 MPH EXP. C DA 11/28/19 SCALE': 1/4-=1'-0- olt�r S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)1Old x i 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1117 HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED M 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 UNTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS 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 PBS36, .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 / 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 sim6 SASE PLATE OR REMARK DESCRIPTION REINROkCEMENT 44 (3 1/2k31Y2") USP HTT4 W/ 5/8- DIA. x 5- C1 SYP, PT, WOOD POST EXP. BUT r--------- ( FIRE 1--------- FL OOR SU8 FL2X4 NAILER FOR DRAFT PRE£NG. _ STOP FUR. TRUSS - EIS. V. V EIYV ElY PRE£NG. FLR. JOISTS gl 314"PLYWOOD 4 DRAFTSTOP ' PRE£NG. FLR. JOISTS T 1 11 \ 1 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS USP LGUM46 W/(4)3B"x4" WEDGE BOLTS TO CMU AND (4) WS3 WOOD SCREWS TO BEAM i sssss� i II II �� 1111 '1 II P 11 II II 111• / 11 �ir�) 11 11 11 11 11 11 11 11 11 It II it Hi II II II II II II II II II II II II II II II II II it II II #-�-�� II II II II II II II II II II II II II II II II II II II u u u u u u u u u u u u u n n u a u u n u II II II II II II II II III II it II II II II II II II II II II II II II II II II II�I�I II II it II II II II II II II II n u uc l�u u u u u u 11E.13u u u n u n n uc l�u n u II II u II II HJ70_— S x STUDS i SECURI W/(4)U CMU w1 GT � C CJ1A _ USP H A16 W/(2fp/2" WOOD PANELS 111 11 11 II 11 II 11 11 II II 11 II II II II II II II IE-""II ,,fill II 11 II 11 II II II 11 11 11 11 II II II II 11 11 II II -' � u ("i)IIIIII"�IlIIII u u uX u u u n u u I I 11 24 WOOD BEARING II WALL W/ SYP NO.2 11 II it II II STUDS II II TOP OF WOOD 11 II 11 II WALL EL. 8'-0". II 11 STUDS !Fi----I�t—_ PROVIDE DRAFTSTOPPING —ALONG ALONG THIS TRUSS AS TO LIMIT AREA TO 1000 S.F. PER FBCR 502.12 PRE FABRICATED IJOIST �24"O_C. MAX =_ = _ = — = _ = FJ4 ===_= FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774.4078 www.abdes4pgroup.com AA 11: 0003325 1 a 0 sumly « Loan ABBOTT PARK LOT #28 BLK #8 MODULI 3EEB "2260-EISTON" GAVAOR swtxo: RIGHT p FLOOR FRAMING PLAN ELEVATION 'G' 160 MPH EXP. C rA �RMAW A A8000M MA. ABODUMM AR NO 90M A Dw11/28/19 SCAM- 1/4"=1'-0" sight 1111. S3 A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x i 1/2" TO TRUSS. FL#176S0 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. JX2 SECURED W/ 10d GALV. COMMON NAILS 17 O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27 x4", 6", 8" % 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:1670 LBS, L:710LBS (I STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, 1.1310LBS (2 STRAPS) TYPICAL TRUSS/ 1a 1b GIRDERCONNECTOR(S) SCALE:34'=1'-0' ISM 111m am THORNS 4500 3/4' WOOD PANELS 8000 (2)12- WOOD PANELS 60 (2)12" WOOD PANELS 90 2x LUMBER 314" T & G SUBFLOOR CLUED AND SCREWED AS PER SCHEDULE PRE -ENO I -JOIST 518• GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12' GYP. WL. BD. r,_'�I-JOIST CONNECTION @ L.B.W. `* SCALE:3/4"=1'-O' (NO UPLIFT) OUTER 1/3 ( SPAN ONLY ENGINEERED WOOD TRUSSES 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR WITH (9)10d x 1 117 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 900 DEPTH " —OLE EDGE HOGE >5/8" r —+TOLE DIAMETER N <2/5'D SOL. STUD EDGE>50 PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27x4", 6", 8' x 4'-O' MAY BE ADDED W/ IOd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. I (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 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRY SOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS 17 0/C A ALLOWABLE UPLIFT = U:3980 USE. L I785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2a 2b GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0' LSTA12 20 GAUGE W/ 1Odx112 HOG COMMON NAILS. A EACH END TOTAL OF 10 SBA RAM KOW Dom 4500 3/4"WOOD PALLS S000 (2) 1/2' WOOD PANELS 60 (2) 12' WOOD PANELS 90 2x LUMBER LVL/I-JOIST WITH BACKER BLOCK HTT16 WI S/8" A.B. WITH MIN. 7• EMBEDMENT TO SLAB & (20)16d x 2-1/2' NAILS TO POST. , POST TO SIT DIRECTLY ON SLAB — �. • ---\LVLNVOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0 _ (/ A- USP TFL1716 G < 1230 LBS, U - 140 LBS W/ (2) 3/4"' WEDGE-BOLTU-BOLT, 5' MIN. EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12• GALV. COMMON NAILS, TO JOIST FL#17241 1 B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 314— WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12' GALV. COMMON NAILS. TO JOIST FL#17241 T. HOLE DIAMETER BB - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 31 WEDGE-BOLT/J430LT, 6" MIN. PLATE < 3/5'D DBL. STUD EMBED (22) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-i/2" GALV. COMMON NAILS. TO JOIST FL#17241 C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 314"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (12) 1Od GALV. COMMON NAILS TO HEADER AND (2)1DmO-12' GALV. COMMON NAILS. TO JOIST FL#17241 D - USP HBPH7116 G < 4140 USE, U < 1610 LBS W/ (8) 3M" WEDGE-BOLT/J-BOLT, 5' MN. _ EMBED (16) 10d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. STUD NOTCHING TO JOIST FL#25749 WOOD LEDGER AND BORING LIMITS ATTACHMENT DETAIL 8 SCALE: 1 1/7=1'-0 9 SCALE: 3/4".1'-0' 6'-0' MAX (W11X4) 9R 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/1010d TO TRUSS AND (4) 114' x 2 1/4' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 7 APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=1'-0' (2) 2X4 No-2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING V-0" TO 30'-0" (1) W BRACE SEAMS) 30'-1' TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 12" DIA (2)'X• BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6' SEE ARCHITECTURAL MINX EMBED. AT 32" OC )IAGONAL .CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 CING, SEE P.T. PLATE W/ 12ds 8" J FOR LOCATION STIFFBACK (AS PER O.C. MAX NOT BE UIRED TRUSS ENG) ______CONT. 2%4 SECURED WI (2) 1Od's 0 EACH TRUSS TO BE INSTALLED a CHORD OF 10'-0" O.C. MAX. D ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0'O/C —� SEND WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0' O/C MAXSECUREO W/ (2) Too DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 scALE: as•=r-a 24" 24• MAX. W/ WOIST 8'END 8' MAX. SPACING END wIW01ST TYR TYP P SPACINra SEE FRAMING PLAN LEDOERBD. NO OF MAX MA% MA% 1/Y FXP. I2) 2x8 SYP P.T. FROM (2) 2X12 SYP P.T. BOLT/J-BOLi W/Y LEDGER BOARD W EDGE LEDGER BOARD TO BOLT/J-BOLT W/Y WASHER d 51? TO BE USED 1. ENSURE THAT EXP. BE USED WITH WOIST WASHER d S 12• MN. EMBED. 0YP) WITH 4JOIST BOLTS/J-BOLTSAREPIACED MN. EMBED.(TYP) INTO GROUTED CELLS, S' ALL AROUND BOLT. FRONT 2,S PLICE OF FRONTAND REAR LEDGER LEDGER SHOULD LAP A MN OF Z 4'-0'. _ 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 m 4. EXP. BOLTSIJ-BOLTSSHOULD SYP Pf NOT SE ANY CLOSERTHANIr Z O/C. 2 5. ONLY LEDGER N DIRECT m (2) 2XB CONTACT (REAR LEDGER) WITH REAR SYP PTA CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE BOLT SIZE 04>WACOM O1NgK PACM A DOUBLE SYP 2(8 1/2' 8' MAX 24' O/C MAX. B DOUBLE SYP 202 (2) 3/4" 8' MAX, 24' O/C MAX. WOOD LEDGER DETAIL sl:= SCALE: 3/4"=1'-0' SEE SCHEDULE FOR BOND BEAM REQ. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (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 F1 AND F2 FORCES. 84ALTEEER!NATE MATERIALS SCALE: 314"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwsbdesWigroup.(wm AA k: 0003325 3 4 iG 4 C g SUDDIV. 89 LOT: ABBOTT PARK LOT #28 BLK. #8 P 41 aMT - 0 83 MODZU 3EEB "2260-ELSTON" GARAO10 WITMIM: RIGHT PAGO DETAILS (I -JOIST) 160 MPH EXP. C DAM 11/26/19 BCAIs: 1/4-=1'—O- sx:�aT S3.1A USP LFTA6 W/ (16) 8d COMMON NAILS, EACH (16) 8d COMMON NAILS EACH END FL#17244 --PLATE STRAPS W/ 1Od x 1 1/2' HDG NAILS FL#17239 WALL / FLOOR FRAMING, &L��"LE: RALLEL TO WALL 3/4"=1'•(" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24' O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 20 SECURED W/ (2)10d'e 0 EACH TRUSS TO BE INSTALLED 010-V O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 6 SCALE: 3/4'=1'-0' 8" CMU WALL — REINF PER PLAN (2) 2x4 P.T. W/ - MASONRY NAILS 0 12' O.C. 1X2 FIRE -STOP - STRAP TRUSS TO PL. SEE SCHED. BELOW TM= TO TOP PLATE A - USP MTW-12 U < 1195 LBS W/ (14) 10d GALV, COMMON NAILS. B • (2)U9 P MTW-12 U < 2390 LBS W/ (14)10d GALV. COMMON NAILS EA. USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE I Od x 3" #8 WOOD SCREWS x 2' LONG 03'O.C.; STAGGERED OFF CENTERLINE 3/4' AS SHOWN /4" N SCREW PATTERN I IJOIST (SEE FRAMING PLAN) BL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR 3 TO EXTERIOR WALL SCALE: 3/4"=1'-0' PRE-ENG ROOF TRUSS 618" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ 12) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL BD. SECURE BT. PLATE TO SLAB W/ 1/2"x9' WEDGEANCHORW/2' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' EMBED. MIN. 016" OC MAX. SSJfLSS CONNECTION L.B.W. U SCALE: ?/4"=1'-0" LAH SCREWS. 2' ,C.; P #2 LEDGER. CHEDULE, 8" CMU WALL REINF PER PLIW V O IIL,314' 'Wrn BCREWPATTEW4 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS 0 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL ROOF TRUSS M 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • O• :0 AA_ AAL .,,,_ TRUSS/WOOD POST CONNECTIONS I Vd 1 V V 1 Vl� SCALE: 3/4'=1'-0" TRU88 To Posrc�Ec71oN A -USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMONNAILS. FL#17244 B - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL917244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NALS BACK, (1) 5/8"' A.T.R. TO PHD4A AND (10) WS3 WOOD SCREWS TO POST FL#17240/FU1172419 Poerro aLAe O06111ICT10N A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ SM DIA x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13.815 W/ 518 DIA. x 6' EXR BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. T EMBEDMENT TO SLAB 8 (20)16d x 2-1/2' NAILS TO POST. FL#17324 dA41 N. RONALD REA"" 811.11D. LONOWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngroup.com AA 0:0003325 J C I I 1_3 arulwiv. as LOT ABBOTT PARK LOT #28 BLK. #8 114WJicC10 T ![OD371 3EEB "2260-ELSTON" GARAGs Own *: RIGHT PAGW. DETAILS (I -JOIST) 160 MPH EXP. C pRINT DATIM 11/26/19 sCAIM 1/4'=1'-0" aKIM= S3.1B 4 2. b Y Af+170'-0 Z TOP p a v� 4 _________ r•�� `--OPEN �— �- L— --------`\\�.J io N 4 SECOND FLOOR DECK PLAN SCALE: 1l4" = P-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.77"078 FAX: 407-7744078 www.abdeslgngfoup.com L AA N:0003325 of 4 Q� r UXMDIV. S. t.0 . ABBOTT PARK LOT #28 BLK #8 [Pnoim 04181.06 - 28083 MODM j 3EEB "2260-ELSTON" GAnAOm NWD 0t RIGHT PALM SECOND FLOOR DECK PLAN 160 MPH EXP. C Dw� 11/26/19 ®CAM 1/4"=1'-0" axis r S4 LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4- O.C. BTM. LAP TO OCCUR OVER STUD to � 314" DIA. x 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16' O.C. 4" MIN. CONC. EMBEDMENT 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE 1x WOOD OR 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER o. W116d COMMON NAILS, w 2-ROWS, 6"O.C. Lu SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLYABOVE WINDOW I -A SECTION I SHORT 2x STUDS BENEATH WINDOWSILLS 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END SIZE AND QUANITY PROVIDE 1. WOOD FILLER(S). Q NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" USP RT16A W/ 10d x 1 112" O.C. GALV. COMMON NAILS, FILL USP SPTH4 OR SPTH6 OR ALL HOLES SPTH8 TOP 6 BOTTOM FL#17236 41%0" MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x AND NAIL W/ 16d COMMON 1 112" GALV. COMMON NAILS, 2-ROWS,4�0.C. � NAILS (AT NAILS STUD) 17244FILL EVERY HOLE. DO NOT USE 3" LONG NAILS FL#172M } F- 6 ' I BTM. MEMBER OF TOP I 1 q I PLATE SPLICE MUST OCCUR OVER STUD. LSTA18 W/ 10dx3" GALV. COMMON NAILS, (9) EACH END TOTAL OF 10 �� ^4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO X(-'t TYP. SEE SCHED OR # STUDS ONLY FL#17244 JACK STUDS NDER FADER BEE SCHFD OR # FULL HEIOHT 2z STUDS `D 3I4 IAXB MIN L W/ 4" 4' 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYP. 32" O/C 6" MIN CONC.EMBED. TYP. 16" MAX DBL. TOP PLATE CONT. 2x8 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER Wl 16d COMMON NAILS, 2-ROWS, 6" O.0 (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W116d COMMON NAILS, 6' O.C. 2z6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' D.C. SINGLE BTM. PT PLATE 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END 16" MAX. (3)2x12 HEADER PROVIDE DBL. TOP PLATE 1/2' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' , O.c T Mrs ZMOs LAP TOP PLATES AT CORNER (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS Ali IIII �� III (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2.6 (3) 2x6 (2) 2.8 (3)2.8 (2) 2x10 (3) 2z10 (2) 2x12 (3) 2x12 g11M:IFM3#8o11'00. SIODSPACN8s2P0.0. 0-2R g{ 2z4 2 2x4 2 2x4 3 2z4 3 2x4 SPAN KINGS SPAN KINGS 2 2x6 2 2x8 2 2x6 2 2x6 2 2z8 422 x6 3 2x8 3 - 4 R 0-2ft 3-4ft 1 2 0-2R 3-4ft 1 2 2x4 2x4 2 2x4 2 2x4 2 2x4 () 2x4 z6 2x8 6 ( x ( x8 6 2x4 2x4 2x4 2 2X4 2 2x4 2 2x4 2 2x4 2 2z4 5-6ft 3 5-6ft 2 5-6ft 7-8ft ¢ O 0 w m U a 2x8 2x8 2x6 2x6 2x6 (2 2x6 2 2x8 2) 2z6 7 - 8 ft 9-10ft 10 - 12 fl 3 5 5 7 -.8 R 9_10ft 10 -12 R 3 3 4 2x4 2x4 2x4 2.4 (2)2,4 2 2x4 2 2z4 2 2x4 2x8 6 2x6 2x6 (2) 9-10R 2x4 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2z6 6 2.6 z6 2x 10 - 12 tt 2X4 2z4 2x4 2x4 2X4 2 2x4 (2)2X4 2 2x4 2x8 1 2x8 1 2x6 2x6 2x6 2x6 2x6 2x8 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4'=1'-0' 16' MAX. PROVIDE (3) STUDS 0� SNAIL STUDS / —NAIL STUDS — —PROVIDE (3) STUDS I12 CORNERS LAPTOP TOGETHER W/ —//// TOGETHER W/ CORNERS LAPTOP PLATE MEMBERS 12d 0 17 O.C. 12d ® IT O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS @ PLYWOOD SHEATHING, 'ROOFNVALL/FLOOR SHEATHING CORNERS LAPTOP PLATE MEMBERS SEE "ROORWALUFLOOR 18' MAX FASTENER SCHEDULE" SHEATHING FASTENER PLYWOOD SHEATHING, SEE SCHEDULE' "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 D C1 EXTERIOR MASONRY / WOOD PR CORNERS LAPTOP CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND 2 SCALE: 1 1/7�1'-0" VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHERW/ MASONRY/ CONCRETE (TYP.) 12tl N. O.C. 1/2' DIA. USP GALV.111 112" DIA. USP GALV. PFM ANCHOR 5' MINIMUM SREW ANCHOR W MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALL/FLOOR SHEATHING CELL, 6' FROM ENDS AND CELL, 6" FROM ENDS AND FASTENER SCHEDULE" C3 16" O/C, VERTICALLY MAX 16" O/C, VERTICALLY MAX NAIL STUDS TOGETHER W/ 12d 64 17 O.C. N2 IA NTERIOROR r A B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2c4 WALL PLACE 30# ROOF FELT (1) x TO LOC c4 (2) 2x TO BLOCK ON 2X6 82t8 WALL BEHIND VERT. STUDS SO AS sconanr jjjaQwmn nun 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-0078 FAX: 407-774-4078 www.ebdo#Igngroup.com AA#: 0008325 foe t N W z 0 aysnnr. ae Low ABBOTT PARK LOT #28 BLK. #8 P 4�oracT - 063 MOD33. 3EEB "2260-ELSTON" 0AP_&08 awnM: RIGHT PAGW. DETAILS 160 MPH EXP. C PDRDM w11/28/19 acALX- 1/4"=1'-0" ar1�aT S4.1A SECOND FLOOR DOWEL PLAN SCALE: 1/4' = P-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-774.4076 www.abdeso*roupaom L AA M: 0003325 A e Q a 0 IA BBOTT PARK LOT #28 BLK #8 44* JnCT - 28083 MoDZU 3EEB "2260—ELSTON" OAltAa3 9WINo: RIGHT PACK. SECOND FLOOR DOWEL PLAN 160 MPH EXP. C ROLAM A. A9OUGHAM L AR NO 9V= J DA11/26/19 s>r�r S 4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)1 Od x 1 tl2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 110 HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 LS 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P&S38, .177" ° x 2 7/8" LONG, WITH WASHER @ 18" 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 DeAmmu ow REMARK (D (2)2x8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM I B.O.L. -BOTTOM OF LINTEL ITA.A = TOP OF ARCH IT.OS = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C - ON CENTER, F.E.S. - FROM EACH SUPPORT, T.O. - THROUGHOUT MARK DESCRIPTION ( ) SIZE IE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (i)#8 (1)38 N/A GROUTED SOLID B82 MASONRY 3000 8x8 (1)K> NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8, PRESTRESSED U.UNTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 3S SAFE LOAD - POUNDS PER LINEAR FOOT `INIS�3SINI SAFPLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH wq N O re43 010 3rw44', IPwm IlOad TYPE LENGTH RCMU TYPE LENGTH re4T rem ~f mum ew1T era rm1T rwr wm4T eater lnarr veto wmr rea an ma owls own omit ruin WA40 rear 3-0(421 PRECABT 2231 ! us ! m mom! NIw Yd (4r) PRECAST 1026 1034 I 0248 Yd (4n PRECANT ISO! eM 4w anem 7w ! 4016 wNI 7w W4 Im I /NINI NIe ! nu 4w ! am 4`a' PRECAST lase M1 2m ! 4w ew *V (4r) PRECAST 7w 763 130 4W (b� MISCAST 1M ! ! 3W 4M ! see ! 4w eNI ma w4 NIw NINI ! er eNI 4M ! M" 4'-m n14i .PRECAST 1aMa tw If" 3m me 4M ! fd (6/') PRECAST aa2 Bat to7a 4e' laa9 PRECl16T Im ee mm 3aH: 4w 4M1 w4 He 4w wNI ma W2 NIIw INN' OR me mm aINI 4m all 3w PMrArT 1217 ,w Me m ! i 2 ;Mm " PC) PRECAST 411 411 74a al ) T ON , =6 ! ! 4w ,M ! ! 7w lee 17e SIN awe w 4wt/e lin MI 3w ! m--10- M PRECAST 34D em MO m11A (Tm) P,IECAST w ! 31m 4/mMw ! 2 4M M ,w ON 2M 3w ,,a and pm9 PRECAST 100 on 11 408and Rag PRECAST SOT 721 40 and f78') PRECAST lfm am rmi1 w WW NO Mw Me ! ! aamm I am Td on PRE!CABT 74i w1 1M ! ! ! 3w ! P4{' dI'1 PRECAST 424 b34 m Td (00') PREGIBT 7m 2w IN1 Im M1 ! amwm 7m law NIw I 2w a1e 3W r1� Pner/HtT f°4 NO IIO me ! 31e MINI ! rs (113') PwcAa7 328 a72 230 rr (11Yy PRECAST M fe / t m M ISO NINI ! w lwa on lw NIw trd (13S') FRECl16T 4Ta w w na ! m7T 3w ! trd (lW) PRECAST 284 401 ISO 1md (120) PRECAST w 473 w , w /M lM ! am w w lie M@ ,te ! 11V• n ia2 w w 1M lw 3M 31m 4w /14' (13m) PRECAST 28D 4a2 1a4 114' (13� PREi:ABT 4r p M ten tw Is w 11e 1w 2w 3lm 4w b/ w WI 1w lw3"w 12W (W-) PRECAST 337 3r 1w 1 3fe ! ! 12W (144') PRECAST 2w 402 137 or (14f) PRBG1m7 4m 4e 7a/ w 1 1 w w +w1 +M :+II s as p3 w w , 184' (10D") PREGST 218 Qt ,s wo Me lw MINI ! n'-4' (180y FRECABT 217 Y2! 110 1Y< (180') PREGST 4n M w M w , 477 M NIN Me NIe MINI ! w wM 11e Ml 1 1f0" q0� PRECA� 4w m NIe 1M Im 21V ! I" (low) PREGIrT 206 2a3 100 1" (1w) PRECAST M M w IM M 1M 40 7e 14e an NIm my 3m 4% 4e Ta 1 1fd (i7m) Pry NA M w M w w M w 14%r (17a') PRES MM NA 204 M WC (17m) PEEN NOW M M M M w M M w w w 1 w w NIe NINI >w m >ta tm f nd� P NA w w w low (Im PREriRE88E0 M.R. 28a S3 low (1S4') PRE M M 3/M M 4e w W M tr , w1 ism 4NI TNI >r rrr ! ! 3w 174' (!') FRS NA M w w w M w 174' (20S') PRE MOM NA 194 64 174' (20m) PREB'IRESSED M In M M 4e w w Tb NO 1 M WINMw I M w w NINI NIII NINI 2w R3p'1 PRiTREBS® NA w w w w1mf I" � NA 140 a2 I"NII M w w w, M4e M ,w 1s tell mNI 214' on PRE NA w m w w w10 21W On PRFaTMM �' 129 'A 21%e pm PRb61 Me M IN M w M w 4e m M w re M w w HM NIII 11II 2Yd (w4") ON OM NA w w w w w M �" 0041 PREMTMW NA 101 40 2rd Pw'1 PRFd116'888D /m 1m M 3NI m w w M w M 7" NIa vs NIII NI7 NI, M ,e M ! w M M 4n w ! w w 'Jf4f' (!7 PAESRI9! "NA w M w 2410' �") NA W 38 IPA 0w� PI671RaM® M M w 4wj as mm M to M w M w foe /M (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR, (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR -ALLVALUES TAKEN FROM'SAF'E IAAD TAELEB' SY CASTCRM MAY 201a EDITION -PRECAST PRODUCTS BY OTHW TO MEET OR EXCEED VALUES STAT® ASOVE - ALL PRWASTPNO&=ANTOSESNSTAILMPER MANIS<ACIURESS►EORM71M-WOMMPIS M4.OFSEM640PARTEACHODEOF74DWMOPDM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 LIND PROVIDE BB2 WHERE ROOFTRUSSES BEAR. TOP OF WALL EL. 17'4" UNO 1 1 1 8F8-lT/0M10B 1 1 1 1 1 1 1 1 1 1 1 1 J1 1 1 1 4 1 1 1 1 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1 %0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327a0 PH: 4074746078 FAX: 407-7744078 www.ebde$Wngroup— AA a: 0003325 I ts Q d svawv. a Lon ABBOTT PARK LOT #28 BLK. #8 1PROJWTO-2 8083 MODZU 3EEB "2260-EISTON" OARAOR 9VID901 RIGHT PAO>a7 SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) %160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1Od x 1110 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 112" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN 84 STRUCTURAL PLANS. 6. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). S. 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 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/ ENI NNEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 20 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 ORE a BASE PLATE OR REMARK DBSCWPTION RWNFORCBMEM 4A (3 11Tx312") USP HTT4 W/ 5/8" DNA. x 6' D1 SYP. PT, WOOD POST EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = V-0" 9 F 0 4 0 LS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774 6078 FAX: 407-774-4078 www.abde*Wnroup.eom AA 0: 0003325 J q 8 7 ISUDD:v Se LOTS ABBOTT PARK LOT #28 BLK. #8 PROJWT 04181.00t28083 moDssu 3EEB "2260—ELSTON" OARAOa OWDI o: RIGHT PAOM ROOF FRAMING ELEVATION 'G' 160 MPH EXP. C nw11/26/le scAxm 1/4"=1'-O" Ellilgi'1ffi 1' s6 WHEN INSTALLING (1) USP (N OR 2) USP RT16A RT16A ON THE INSIDE TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL. (1 OR 2) USP LUGT2 1 Odx1 1/2' HDG NAILS TO TOP PLATE W/ USP SPT24 PLYWOOD SHEATHING, SEE TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE TRUSS AND tOdz3' HOG NAIL PER MANUR SPECS. 'ROOF/WALL/FLOOR NAILS 1/2' GALV. COMMON 'ROOF/WALL/FLOOR NAILS TO SHEATHING NAILS, FILL ALL HOLES. SHEATHING TOP PLATE. FOIST ONE FASTENER SCHEDULE" FIRST ONE FASTENER SCHEDULE' APPLIED TO INSIDE FACE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, 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 2x WOOD FASCIA SEE ROOF TRUSS UPLIFT ARCHITECTURAL 2x6 ARCHITECTURAL 26 CONNECTOR NOT SHOWN SECURED W/ (2)16d SECURED W/ (2)16d FOR CLARITY (SEE SHOP GALV. COMMON NAILS. ENGINEERED WOOD GALV. COMMON NAILS. ENGINEERED WOOD DWGS.) ix2 SECURED W/ 100 TRUSSES 0 24" OIC, 1x2 SECURED W/ 10d TRUSSES 0 24' O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS GALV. COMMON NAILS SUBMIT SHOP DRAWINGS FASTEN EACH STUD TO 12, O/C FOR REVIEW 12' O/C FOR REVIEW OBL. TOP PLATE WMANUF. AND APPROVAL AND APPROVAL SPT24 NAIL PER SPECS. 2x STUDS 2x STUDS 2x BLOCKING 2x BLOCKING AT ALL PLYWOOD SEAMS A ALLOWABLE UPLIFT = 0 LBS (1 STRAP) AT ALL PLYWOOD SEAMS A ALLOWABLE UPLIFT = 2260 LBS STRAP) TOP PLATE ROLLOVER B ALLOWABLE UPLIFT = 2320 L85 (2 STRAPS) 232 (1 B ALLOWABLE UPLIFT = 4620 LBS (2 STRAPS) STRAP DETAIL 3 SCALE: 3/4'=1'-0' NOT USED A TYPICAL TRUSS/GIRDER CONNECTOR(§j TYPICAL GIRDER/TRUSS CONNECTOR(S)Y la lb Za 2b SCALE: 314"=1'-O' SCALE: 3/4'=1'-A' PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD FOR STRAPPING BRACING. SEE PLAN FOR VERIFY LOCATION O W/ TRUSS PLAN SECURE 2x PLATE TO WALL W/ 3/8"x6- THRU-BOLTS 0 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8" O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ USP HGA10KT CR 24' O.C. MAX 2x STUDS CONT, 20 SECURED W/ (2)10d's EACH TRUSS TO BE INSTALLED 0 10'-(1" O.C. MAX. GABLE END BRACING W/ PRE-ENG 2x STUDS GABLE TRUSS @ FRAME WALL 5 SCALE: 3/4"=1'-O' .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abde&WWoup.com AA N: 0003325 b p L11 I I I I /ulmm a LOT. ABBOTT PARK LOT ##28 BLK. ##8 PROJIX:T 04181.00- 28083 �oalls 3EEB "2260—ELSTON" aAVAas swalra: RIGHT PA00 DETAILS 160 MPH EXP. C IOMOWM D TM 11/26/19 •CAL30 1/4"=1'-0" l w1mc dT S6.1A r q x " DNPIWAGM 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. 518 CDX EXT. PLYWOOD, WITH Sd 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 6 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS Wl IN 4' OF GABLE END. GABLE -ERA LA ROOF WII �C ` 8KiNKiNlpffmRES NET (G RAY OS�� ZONE 1 = 27.57 F(3157) 41.01 ZONE 2 =... PSF (74,90) ZONES = DISTA PSF (T4.9B) 'A•= 3'-0' END ZONE DISTANCE BASIC WIND SPEED:7fp MPH WIND EXP09U RISK CATAGONTY 1 II APPLICABLE IL PRESSURE COEFFICIENT «0.19 ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK 8d RING SHANK, 2 11T 0.120' 170,000 RING (16-20 RINGS SCREW SHANK PER N 8d SCREW SHANK 2 112" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHIMTH M USE 1/2' COX OR 7/18' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4- O.C. TOP & BOTTOM EDGES Y Z C1 J TOO. (D K Z2Z a� LD m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST FRAMING SPACES AT EACH END. RAFTER OR TRUSS �_ -I .--_lill ---ML .----_\ " .. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMBIO 8d RING SHANK GUN NAILS 6* O.C. IN FIELD:` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS R IT O.C. IN FIELD or So x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS @ 1Y 0.C."ILJ FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS OMRAL NOTES; ALL AGGREGATE USED IN CONCRETE SRALL CONFORM TO ASTM C31 MAXIMUA AGGREGATE SIZE SHALL BE 3W.. STRUCTURAL DRAWINGS SHILL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AR ENTRAINED CONCREfEExi'O�TO FORTH ORNEATFBt WOOD. NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, SET EDITION �p®EDGES OF CONCRETE ARE TO BE CHOAFERED 3N'. 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 Po =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 5MEMBARSE 5.1 AISI SPECIFICATION FOR THE DESIGN OF PROWDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE LDBRALL MABWN4VM WFBEIIDKYJ® ON ELASTICITY = 1,4000. PSI. ALL WOOD IN CONTACT WITH CONCRETE CONCRETE BLOCK SHALL COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS . DRAWINGS. SEAMS LAPPED B INCHES AND SEWED WTH AdESVETME D. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRlIC71ARAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED 70 BE TYPICAL AND FORMWORK SHALL BE CORROBORATED TETRAHEDRAL (DOT). LEVELS TO RETENTION PRESERVATIVE WOOD FOR STRUCTURALL ETHAT SHALL BE TREA DFOR ANNY UM 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 POP FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LIMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED W THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS; MINIMUM NAILING PER FBCR 2017, 81h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPEDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2%STRl1CTi1RAL LUMBER N 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 MANUFACTURER WILL CULA LOADS IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SWILL BE PROVIDED SEOUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESK AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWNIS. WELDED WIRE MESH, SHALL BE ASTM A785, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD �S" TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED T-O- OC, EACH WAY. TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BESIGNEDSPECIFICATIONS SHALL STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NNFPA, TRUSS DESIGNS SH44LL BE SIGNED AND REQUIREMENTS AND SLAB-OWGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A015 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS; W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH 7PI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIMRCA BCSI 1" AND VERTICAL BARS SHALL LAP 6 x SARNO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 P6f REVIEW. WOOD TRUSSES. 20 psf TOP CHORD +IGrFoon-t TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 p6f BTM CHORD �cu116n1 #5 BAR - 30' #7 BAR - 42' TRUSS R WI PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD FOR THE ROOF PROVIDE 38'x 38' LOCATIONS CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS T ATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD G BARS COAT NUOUS LAPPED AT SPLICES AROUND DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS W ACCORDANCE WITH ANSI A58.1-1982. p TOP CHORD p6f TOP CHORD ff (7 p6f ALT (7 ASPHALT SHINGLES) (1 p6f w No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 p6f BTM CHORD B 5 p6f BTM CHORD 5 p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD 70 RESIST WIND UPLIFT: 10paf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 p6f WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 DO AND CORNERS DOWEL ROOF &FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FORBEARING WIND: DEAD LOAD SPEED-180 MPH 3-SECONDGUST (ASCE 7.10 (FBCR201II EXPOSURE C, RISK CATEGORY II) RUN REINFORCIN I LY INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL E ATTI LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pB1, UNINHABITABLE ATTIC WITH LIMITED LOADS: S: UNINHABITABLE LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT RIVE pof, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) AGE: CS SE, , BALCONIES DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS GALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40p6/, GUARDS AND HANDRAILS: GUARD IN -FILL COMPONENTS: PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: BODO, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pBf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40D6f MASDNRY• PUN 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' (AC 5301 ASCE 5?MS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PUNS 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 CONTRACTORTO 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 SUPEICEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE ftn = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ONASCE 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 RUINING 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 (CONTRACT 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 ES ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS qLL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USA STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SWILL HAYS A MAXIMUM CONNECTORS- BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS CWITH ON WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION' "M' "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,DDO p6f, FOOTING TYPE OR 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 318' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM CRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SUB CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE RXEMENT. CONCRETE SLWP SHALL NOT E(CEED 5' N- PRIOR TO THE ADDITION OF PLASRQZHt CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MANIG. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BETNESfAAPED WHEN CONCRETE IS BATCH®. THE MAXIMUM TILE ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTI1L IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANY REASON THEE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN w MINUTES, THE CONCRETE SWILL NOT BE PLACED. IT SMALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FLEW SMALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS} B FOR CONCRETE EXPOSED TO EARTH MDA7RNEATHER 1.112' FOR #5 AND SMALLER Y FOR N AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314- FOR SLABS, WALLS AND JOISTS 1.12' FOR BEAM AND COLUMN PRIMARY REINFORCBAENT, TES STIRRIPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS),, U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 38 k6I FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B Fy - 48 K61. STRUCTURAL PIPE SHALL BE ASTM 83, GRADE B, TYPE E OR S, Fy = 35 MI. TUBE AND PIPE COLUMNS SHALL BE OONCRETEFILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHILL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFFTHENUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUGA- 612E TYPE SPACING REMARxB APPL-1- 912E TYPE SPACING RE-E 1M RFUPRWD TD C/SE HA�ENEO COIL GMAOE WOH aPCK 111'gA 7APGON MASONRY 6" 11n"EMBE0.,1"ENDD9T., MABONRY/GONG, NNL 11lY'LONO, BOAC TO IMYJMY/ANC. NOWA9HER FASTENE0. tln"EDOE D.T. E.,.1-DGORS CASE RAROENEO GO x I- WNOOWr.-FABTENED GARAGE DOOR BUM( to"DIN.WI EIfPANSx3N BOLT 21"OD 4"EMBED. , 1'EPDOBT., +x 'MEMOTEB NNL 11n 1- STAGGERED IMOPMSONRY/GONG. TG--YICGNO WASXFR BT. 3•EDGE DwDD .. GASEwame+EDcof o'wc wNDOwr000wFAsrEnEO METALSTPAPTO CONTACT THIS ENGINEER FOR SPACING 1. IT. BEE NOTE6 NA11I-LONG. STAGGERED IMOIMSOMY/OJNC, IM90NRYI CONS REQUIREMENTS EXf. B/ING DOOR (2)3n6DM -PAPOJIf t8.� 1 1 W EMBED, C ETD, NONAFAPoNG NVOO +?' EIIPMYSION a rfEePEO.rEFL BUcx.PT, SEENOTE4 NO WARNER FASTNER .,11n'EDGEDBT WALL TOCONC.SLAB Wr WASHER BOLT DUST., 3•EWfDG LPTWNDOWBUtl( P0.138'PAFxt 1? WCD TEND. D191.,++? OE wIWASHER STAGGERED EOGf OBT. TE�L..SEE 08NOTE 1. B�TAPLES 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 NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME OAMETEIR AS SPECIFIED HEREIN 6. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE B. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH: 407-77448078 FAX: 407-774-4078 www.abdels6ngroup.com AA #: 0003325 lit CWWJ Q �i 6$y. C ABBOTT PARK LOT #28 BLK. #8 P><eoaacT 04 -28083 3EEB "2260-ELSTON" ow>RwOa swumt RIGHT PArOM DETAILS 160 MPH EXP. C SN1 i Y