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Home My WebLink About7665 Sail Clover Ln.......... 2260-3EEB-ELSTON199 LITH HEPRE\tA'UNC ALL WORK SHALL COMPLY CODES FLORIDA BUILDING NATIONAL ELECTRIC CODE, AND THE CITY OF Z`EpHYRHILLS ORDINANCES HC)MES REVIEW DATE CITY OF ZEPHYRH , S RtAN EXAMINER 12602 TELECOM C>RIVE, TAMPA, RL 33637 T®l= (813) 740-9720 Fax: (813) 740-9716 ` STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -np = IIRI LMC CM , ABV. ABOVE LAVA LAVATORY DESCRIPTION �y 7m zx1i1711 (am) -AM LOCAL AM IWATs 170D1i8 A/C AADJ. LT. AIR CONDITIONING LUM. A JUSTABLE MC. ALTERNATE M R. LUMMOUS MANUFACCABINEF TTURER -STORY CMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION 8ET ISSUEDDR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 L TEL: 813 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL, GROUP M 'CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH - CUSS B -BASIC HIND SPEED - Vult=160 MPH Vud=124 HPH :EXPOSURE - C -1-STORY RESIDENCE - .2-STORY RESIDENCE -MAX. HEIGHT A3 PER LOCAL AND STATE CODES AMP. BD. CL CAB. CLG. CR. CONC. CPT. O T. D. DBL D.G. DIA. AMPERAGE MIN. BOARDM.T. CENTERLINE MTDMODNTED CABINET MTL CEILING N.TS. CLEAR OC CONCRETE PL CARPET P.B. CERAMIC TILE PH DRYER PR DOUBLE PLYWD. DUAL GLAZED P. DIAMETER P:I. MINIMUMBID METALTFRiESHOLD METAL NOT TO SCALE ONCENTER PROPERTY LNE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG CS -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-STAIR SECTION/DETAILS PG A2-SECOND FLOOR PLAN PG ASH -ELEVATION 'H' FRONT & REAR PG A4H-ELEVATION 'H' LEFT &RIGHT PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN rDATUE 2011 MC UPDATE STORE ELEVATIONS ADDED CONSTRICTIONDOCUENtSISSUED 04/14/6 FOOTNG REVISION PER M BOYlEB o5n4/le INCORPORATE I -JOIST DETAILS d FRAMING PLANS PER M. BODES 01" CONSTRUCTION DOCUMENTS RE-ISBIlEO nnmAS BOLLARD DETAIL REVISED 044/15 DETAIL. 'ADDNG BAR TO BOND BEAM' ADDED TO 512A DIM: DISP. DP, DR, D.S. DTL. D.W. FA. EQ. EQ. EXH. EXT. F.G./FX, DIMENSION R. DISPOSAL RADA DEEP R.A.G. DOOR REF. DOWNSPOUT RM DETAIL R.O. DISHWASHER S.C. EACH S.D. ELEVATION S.H EQUAL SHT. EXHAUST SIffHG. EXTERIOR SHWR. FIXEDGLASS SIM. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOIIDCOREEXTDR SMOKE DETECTOR SHEET NG SHEET SHEATHING SHOWER SIMILAR PG PI -PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVALS PG WA3-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS ` STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 S .IMP. CALL. S W/b/y TRUSS IDES ADDED TO FRAMING "ET o rS% PLAN MAINTENANCE OT FLR LIVNG am m FT. 2ND RR LIVNG U69 SGL FT. ToTAL LMNG 2260 G a PT GAR4[� 4`'3 ✓3Q ENTRY 64 SQ FT. 04MM REVISED LNTEL SIZE • ENTRY 04n6A9 UPDATED LEDGER BOLT 1 6PACNG L6nm CWE ,,�� LED LlGury KITCJEN l BAT4W" PER MARK BOUEB 0918/B LEDGER DOLTSPACNGIiE\/ISED IO/B/B ADM SOD LAYOUT DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL iTll SQ. FT. 6fIV PATIO w s%i. Ft. F.G. FIN. FR FLUOR FR. DR FGTAG GAR DISP GF 1. FUEL GAS SL FINISH SL. GI_ FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTI GA GE TRAP GARBAGE DISPOSAL TO.0 GROUND-FAURLT CIRCUIT TTOP, .O.P TYR SLIDING SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION THICK TEMPEREDGLASS TOP OFCDRB TOP OF PIATE TOP OF SCAB TYPICAL PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS co m REPLACE UW CONIECTORB urn+ SWOON =HECTORS nsroEne REVISED DETAIL ON MEET D2 OPT. W-a CAA NOT. �� REYI9ED STASSCABE AND STAIR 9EGTION DETAIL w DOOR B TO 2-6 OFT. 8'•m CLG NOT. OVO� I!!1® 2mO MC OF DA STRUCTURAL SHEET # DESCRIPTION GL. HB.BD H.C. HOT. OR HT INSUL. GLASS UM.O BOARD UN. HOSE B� HOLLOW CORE V.P. HEADS W. INSULATION WD. UNLESSNOTED OTHERWISE VAPORPROOF WITS WOOD 03/12/2l ADDED SOFFIT DETAILS PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.1B-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. W/H W.I. WINDOW WATER HEATER WROUGITrIRON PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.IA-DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG DETAILS S PG S4-SE-SECOND FLOOR DECK PLAN PG S4.1A-DETAILS PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RR.9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN PG SNl-DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF PG SDI —SOFFIT DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeslgngmup.com AA k: 0003325 numxV. as LOT: ABBOTT PARK LOT #42 BLK #7 PAOJEOT# 04 81. 00-4207 21[OD= 3EEB "2260-ELSTON" GAXAGE 811WGs LEFT PAGE: COVER SHEET 160 MP XP. PDItINT wOB/21/21 SICALE: 1/4"=1'-O" C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR2020CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTOA 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN iJB INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 KM SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 8 TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /.-INCH GYPSUM BOARD OR EQUIVALENT. WE WORK t. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACTTHE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 0 AND COMPACT TO 95 /o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. 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 IN NEW FOOTING L E. E 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: '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." TS1®ER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION WIDE 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 NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL ,SEE ROORWALLIFLOOR 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. PLUBIBNG 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 Y2' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING 8 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COYERNBS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERXNt FNBIIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C 1063.19a & AST"1787. 3. LATH 8 ACCESORIES PER ASTM-C-1063-19a 8 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-C 1063 - 19a AND R703.7, FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR COILO 8 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCflON OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB 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 RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 80FFIB 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21(CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 W Ww.abdeskpkgroupwm AA X: 0003325 L4 s L4 i r�r S a i s 0 mm Suzwrv. do TAT: ABBOTT PARK LOT #42 BLK #7 P3R0a=T# 04 81. 00-42071 M0D3ZIe 3EEB "2260-ELSTON" GARAOZ SNIWOs LEFT PACE: GENERAL NOTES 160 MPH EXP. C 2 FAAW A AM AR NO as DA09/21/21 BCA=: 1/4"=1'-0" Dime= GN 2S'-S• I � o o ; . �� 1, ,l� : 3 M•I0 p �� .. = olllllllln �ropo 0 0 llllo o n oi•�:!ao'ol!:!ao I = FIRST FLOOR PLAN 1/4 '-0' SQ.FP. CALC. S OT RA LIVING 901 SQ. FT. 2ND FLR LIVING 1353 SQ. FT. TOTAL LIVING 2260 SQ. FT. GARAGE 453 SQ.FT. ENTRY 64 SQ. FT. TOTAL 2111 6a FT, Bu10 PATIO 80 SQ. FT. 001POIBRAND CLA MMIDLMIDB BOAC OD EIPOPAE FOR I118XIM GM oFBNOB Bam ZO E N WH MID Mq nwm AND THE FONTAOE MIN. WINDOW 10 5 31/40 CRITERIA EXTERIOR OWING IS 5 36/-41 DR. MM. CRITERIA BGD. MIN. 41 5 34/-43 CRITERIA 16010 OAD. 112 5 31/-35 12'xI2' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH — 160 (Volt) INTERNAL PRESSURE COEF 10ENT = t 0.18 BLDG. CAT.=B, EXP.=C, MEAN ROOF HT. = 22'-0" PRESSURES HAVE BEEN MODUW PER FBCR 77H ED. (202D) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COHImm DALFs IN " NOTE: -2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR UV RETUR•! PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN OTHER OPENMGS BETWEEN T1 E GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID IWOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN T44ICIGNES6, SOLID OR HONEYCOMBS -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MI) THICK, OR 20-11INUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN V2Y12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %Y6.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2 INCH GYPSUM BOARDS. FBCR 2020 (17H EDJ 302.1 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32730 PH: 407-7744078 FAX: 407-7744078 www.abdmigngroupmm L AA M: 0003325 q � � kmk 6 h 0 S L A a Ji.J SLJ=xv. 4Ta Lois ABBOTT PARK LOT #42 BLK #7 PROJWTIi 04181.000-42071 moDzu 3EEB "2260-ELSTON" GARAGE ffTnWC . LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C 022 ROLAND A A HA L AR J pan" .9 DATM 09/21/21 ac will= Al 42' ME FlEon143 PLAN (2) LAYERS OF 3/4' PLYWOOD (3) 2x4 ISLOOKIN5 OR /2) LAYERS OF 3/4' SIm SEE FRAMING PLAN PLOOR MATERIAL RIPS FOR SOLIV NAILN6 M/4' TKs OW PLOOR SECURE TREADS TO STRNGER d'LUED 4 SCREWED WNA)% M' SOMA, • EA PER PA6TENER STRUMOt UNTHREADED SHANK gONIE�n a TO EXTEND 9EYOJO THICKNESS 9'-4 3/4' 2ND FIN. FLR OP SUD-FLOOR SFEATHMS 6MPOCN MTS-20 SEE \ v-0' BRG. HGt. FRAMING PLAN — — — — PRE-ENG'D FLOORING 6Y6TEM (am PLOOR PRAIm BNEET) \ C \ (2) 2x8 HEADER I' MAX. I SEE PRAMIN6 PLAN \ \ \ NOSING STAIRS RISERS To CON°OIIN TO POOR \ Im ITN EDITION (2dVV) \ iv MM TREAD.IV MAX. PMER•T 3/4' MISS' MAX. VARIATION N \ TO EACW STAIR DATA: \ {y'I 47' W. I/t WALL IW �' I U OtWl S/SMISKIIIII&I�''MAX. VARIATION N ANY R16ER/IREAD HANDRAIL CIRCULAR PAN. 14 • W AD CR066 SECTION CIA TO DE I V4' �-V4' 14 TREADS . \ �' OR PROVIDE EOWVALENT 10'. V Noom \ U CPASPABILRY W RDEPS. MIN. 6' WIDE E 3/4' Kid[ J NARROW END MSL IV WIDTH • 12' PROM 2 X 4 1101-SMORCIN6 PLATE NARROW END 34' MN. HANDRAIL HST. • EA 2 X 2 STRNSER \ LL m NOTE. SECURE W12d I'-4- 'ENCLOSED ACCEMIME SPACE UNDER 3-2.12 SYP STRN6ER STAIRS SLL HIW AVE LL6. INDLR gEI1PORCED WRX4 6PF \ HA STAIR SURFACE AND ANY SOPPITS m W/CONT. DEAD OFON \ DBL. TWE .FRG! S A blb-fl.00R ADHENVE \ WIITHTVE2' 6YFW'l BOARDS. TOP PL-400 OR BIMILARE . HORIZONTAL PLATE 0 0'-0' FIN. FLR CA RAN iX4 -D 4 P.T. WAILS MASONRY NAILS . 3X4 P.T. SLEEPER INTO BLAB WITHN 6' OF EACH END, 32' O.C. MAX. BAR DETAIL A $GALE:I/2'•i'-0 STAIR SECTION B LE:1/2'-1'_0' THE CLEAT? SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R IL1.8.2 W/ 2X4 NM-IhECING Y� NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF I/S'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FORA 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.C. 2020 HANDRAIL SECTION C SCALE: 3/4'.1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 No c oulwiV. AB Lom- ABBOTT PARK LOT #42 BLK #7 Pnon=T#T 04 81,000-42 71 MODELS 3EEB "2260-ELSTON" GARAGE 8WD10: LEFT PAGE: STAIR SECTION/ DETAILS 160 MPH EXP. C 2 NOW"") UAW 09/21/21 SCALE: 1/4"=1'-0" BiiEM Al AA HAI 2 STAIR DATA Is Mae" 1.52, 14 TREADS 10' .11 NOSING 42' H. HALF Q WALL W/CAF— LOFr SOMEONE I A • N M n raze; a a mussims SECOND FLOOR PLAN SCALE. 1/4 - I'-m' 1441 N. RONALD REAGAN BLVD. 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T. ,oil& ' 2ND -- FI— ,�B'-0' 15T FLR E3R'�IJGT. - �4o®4•-mY AREA OF ATM 1425 SO. FT. NET FREE VENTILATION AREA REMITTED c 3/300 REOUREUVENTILATION AREA a 1425 Jam = 4.75 VENTILATION AREA SM INCHES PER FT. 11") = 04 SO.a NWREWREDVENTILATION = SX GN IN UPPER PORII ON OF ATTIC - 312 SO. IN. OFF RIDGE V13MLAIIONAREA US SO- IN. PERVEN T 342 J115 ALaOFvelIS REOIIIRED = 2—.7331 TOTALa OF VENTS PROVIDED 3 'AREA OF ATM IS THE PERIeaTEROFTHE ROUSE, LE:6TIEOVERHANG IEXTFRIDR OF WALL M EXTERIOR OF V- ND DVEttl1AN6S IND -1 V!' T14ICK 2 COAT CEMENT PLASTER APPLIED OWACTLY TO MASONRY 4'.4• GALV. '-'-TYPE FLISNMG BET N ROMM CEMENT FIBERGLASS 6NMG 15 PE W4lIDERLAYMlM AO R FBCR 2 SYP PT Loompt W/ SMIL ROOF SWEAT14NLS T14I0101El6 IJ2'.6' TI I FADED ROD 31 AS E'ER BLEST AIL SECURED PER - OL. 4 WITNN S' OF EACH FASTENER SCHEDULE END MAX SET N SR9PSON GRIMM LSU-26 MMM4 STRENGTH EXPDXY FIN. FL.MLF J WHIN EMBED. 2R6 SYP RAFTERS q! mill-INWO, MSS CPE E J ROOF SLOPE FER --� ELEVATION MN. T/IS' Oft"ATWNG SST mpt W7 LEDADED GUSSET TO BE SECURED TO 112 .I' TLSiE ROD RR : 32OG. / WRWM S• Or 2XS MINDERS W/ Sd NAILS EACH ETC MAX. SET IN3. OG. • PERRETER I'-4' SMPSON NIGH STRINGTW SRIPSON LADS-26 W7 (4) led'4 T- EXPDXY S' MN EMBED. TO LEDGER AND e2) IOd'a - "A*Wy FOR SOIWIT TO 2" JOIST OVERHANG DETAIL A SCALE 112 . I'-0' OftIM ERED WOW TRUSSES • 24' OL. SAMIT SWOP DRAWNM SEALED BY PROFESSIONAL ENGIFEER FOR REVIEW AND C01 ENTIS PLYWOOD SWEATWMG SEE STRLICTURAL 2ND FILM. BRIG. LIST. A ROCFMG AND R.ASWMG W7 DRIPS EDGE PER MMR ""ANTI E --TRY fMAft AFD ANDITOIM a NINAMawL REauREmom u!!AP FASCIA WTW BREAK FETAL PNschw OPC TRAPI eM Tl NUMIJI 4AL W2, 2.6 WOOD FASCIA SEE STRUCTIuIAL FOR FASTp1E1lS VENTED SCMIT PER ATTIC CALVE, V2' THIOK 2 COAT CEMENT PLASTER A�PPLED DIIII TO MASONRY RAKED I" PER ELEVATIONS 11 FLR ll*ZM PER PLAN SOFFIT DETAIL ��RAKE E= 1/2 . I'-0• s 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdeslgngroup.com AA a: 0003325 f t ti sVBDIV le TAT: ABBOTT PARK LOT #42 BLK #7 PROJWT�r 04181.000-42071 ItWDUZA 3EEB "2260-ELSTON" LEFT PAORt FRONT & REAR ELEVATION "H" 160 MPH E 2 NT SCAM 1/4-=1'-0" sIiffiffil' A3H OFF RIDGE VENT TYP. 11'-4' 2ND BRG. HGTFLR., . ------ "a 2NDT. FLR -0' 9'-4' 2ND �'-4' 2ND FIN. F_--'--�5- -------------�__---_-_-_'_'_ '_----------- '-'-- PI 8'-0' 197 FLRa g BRG NCa�T --- ------------------------------_-_---------- ------ B�HCyT ,_m II I ■ II II 0'-O' FIN. FLR. 0'-0' FIN. FLR. LEFT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH 12 OFF RIDGE VENT �g 2 D TYP. �_ ,0I1'-4' ZND FLR ----- BRG. HGT. I'-0' ❑ ❑ I 0 FRAME DOWN FOR FYPON BKTIOCIl OR EQUIVALENT I I 12 E-- 9'-4"2ND 5 FINF'-------------------------- -�j-------FI LN F R 8'-0' IST FLR g _ _ _ _IST F. BRG. HST. - -------------------------------------- B THG F I 0 II II I II E El 0'-0' FIN. FLR 400'-0' FIN. FLR RIGHT ELEVATION SCALE: V4 . P-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 —, bdesfgngroup.com AA M:0003325 b mill sUBDLV. Se L1oT. ABBOTT PARK LOT #42 BLK #7 PROJB�CT 04181.00 -42071 L[ODELt 3EEB "2260—ELSTON" GARAGR dWDTG: LEFT PAGE: LEFT & RIGHT ELEVATION "H" N.160 MPH EA AJ ELECTRICAL LEGEND SYMBOL 09PNITION NOTES -e GeV CUTLET 30 AMP, w ou FOLE rov OUTLET IW OUTLET w a ounx? REIeD W •GTCN ON Ow OUTLET tam RNSEo PAIL NTEOMER nAMF'L9! IrSRTAM TTre) ao 220V OUTLET (4)NINE OONN CTWN �.}. I1I� -tt GPI Me WATERPROM OUTLeT 6100Am PAULT NTEOEiTEIR SWITCH SUITCN !-UL4Y RIPER 6GITO1 4-WAY OPER WALL P ONTED LIMIT CEILING LISMT © LED C4 LIONT V O Vp PROLED =OF LISIE O VP VAPOR PROOF LOW OQ momm" D CAN eVENT. FAN I CM MR SO, FT. VENT. FAN ILLIOHT I CRM MR S& PT. F (N7C•ll tND NY 2-1"1NRAP ® AR OM (REC! ) IOUNC, (SURFACE MNrJ 7PLUORISOINT 4' PLIIOIESCEM I�-A A CC 4' TRACK LRNT O PANEL METER OS.D. saom DETeOTOR YL' k11•rdlE•1 raT 1 w I WALL MOUNTED N'CIOi OEiGTOR Rtlt. OK IIL'.M�l ® ruaoKMONOxDe ""Or" -cONAOT® NNLL OC A DRTANCE OF NOT LESS TNN 4- PROM UK" PENDANT LIONf 11� NATURAL • O ► TILLSPNOf AIM UYTER NEATER OISCONiCT 3Q. An 11111111111 vocowhaw OR! AMU ON 1 N rourft ON Aux CEILOA NON NEOUIVIEC JO TO EE NI PON= N ACCOIDANCII OF NOW A -NON MAR4D AS SIIOM FOR NO)r CiLRkN FANA.NNTMAIINZO 10 Nt SYFF'ORTED N AOCOI�A UU AS& S FOIION FORR in na 24' NCANOE.CENT r LIONT SRP !S• NGMmtlKAR LIOW •TRIP Onn 4•, INCANDESCENT LIOIIT STOP FLOOD LIONT KP orr. SEcURTY KEYPAD HD PA. M04-=URIC/ FOt CNNES d» PORT • LOCATION OF TV JACKS L PHONE OUTLETS t FANS TO NE VERIFIED • ISO uOUNm PIE-OCNSTRUCTION MRST • ALL0 20 AMP SRANOH CIRCUITS TO NE AMC FAULT PROTECTED PER ELECTRICAL PROV**C IS OP MM ATM • 20 A DEDICATED OR7WT. • OPl E NWAN13 (NOT ON KITZIRN CIRCUIT) • OM%YRbMIR ONICOMEGT TO BE LOCKOUT N PANEL • SATNROO•I 064"T FAN TO HAVE MK CAPACITY OF 50 GPM INTERMITTENT PER ELECTRICAL FWAO! SN OP SECTION M w3 PNCR TTu EDIfleJ (]•]N1 • LAUNDRY ROOM AND DMNBASNlR RECEPTACLE SHALL BECROWD FAULT CIRCUIT-eRIRRUPMR PROTECTION POR FEIMOMEL ON PYDEE • YE101G METHOD SNAIL BE NON METALLIC CABLE PER ELECTRICAL PROVRIOA OP FNOae TRI ED 212= • ALL Wove TO CQIPLY WITH ELECTRICAL PROVISIOA Q TIE 89r-R TtN ED nsux • W, LAN�i SIILLL R[ YI E/•Tfn RY RWLDER ANb at OF LIOYINR MIMt Rt !NlKIY SI•CIAlT TMK PER EIFCPJIG. ENCY) E2 [4'aENAT1AJ (RTLiIt]igtI1AL ENlRoiV CY) ]m•. TIN EDITION R4911 METER FIELD VERIFY LOG. r---PATIO--� r.6 �:J IRRIGATION OUTLET • GREATROOM — — — — — — — — — — — — — — — — — — — L GFI I I I FOR pT I Knum I CAOUTENNET� i I L L D WIRE W/OUTL£T FOR I RANGE FUTURE M. WAVE IMES r I I I I ` POYER 48' AFF. FOR "RA"DOOR -- I II I I B.FOR _ I CAI ES GARAGE EMY II GFI-'� ------k- GARAGE 48' AFF. DOOR PREWIRE GFI I ) -------------------- opt./ -- COACH LIGHT - - FIRST FLOOR ELECTRICAL PLAN SCALES 1/4' " P-m' LED LIGHTING ® PEDESTAL SINK FwR. 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL ND'TE& A ELECTRICAL MATERIALS AND SAtALLATION6 SHALL COMPLY UATH ELECTRICAL PIROVOh" OF THE PBta TTH eDITlo+ (]01201 LOCAL CODES. AND ALL LOCAL POWER CONPANT R!O)IREMENT& B. ALL CONDUCTORS SHALL BE TYPE THHWIMW UNLESS No7EO oTWB USE POUER COMPA TRawFORMER PROVIDE BO AMP. 00440 VOLT, 1 PHAW SECONOAIK EJ.IOTRICdL SERVICE. PROVIDE ! N COPPER (0)) IN WWI CIA SOEGIILE •0 PVC CONDUIT OR PROVDE 3 210 ALU MINLNM (ALJ IN 2" CIA SCHOVCULE 90 FVC CONDUrr UNLESS SERVICE IS PRCvDED By R! ELECTRIC COMPANY. COORDINATE WITH 1NE ELECTRIC C IMPANY PRIOR TO BD. PIROVIDE 34A0 M. THUN • 1% OI N 2' CONDUIT OR 3 A4/0 AL TNUN • PIN OI N 2• C 0NDW OR 2M AL. OEX (CONDUIT TO TERMINATE ABOVE SOPMT • OVERNA1,00 coMBNaT'OU EERVIce M DOCO9CY SWTCN AND EIo .u'r 120/J40 VOLT M ELECTRIC METEIR IN I r •! NEUI 311t ENCI-06U 1E PANEL su 7e1.lPMI011• amAce CABLE TlLEVRION ENTRANCE E6UIR7Nt a*""eNTIRu(cE E(AUPNlIi INTERSYSTEM DOWNS TERMINAL AT LOW VOLTAGE CONNECTIONS 1 -4 CU SERVAL! GROUND COMECiED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PRDNSIONS OF TIE mrraaili EDITION (]0702 SAE" DIA X S PT LCNO COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774-6078 FAX: 407-7744078 www.abdealgngmup.mm AA #: 0003325 14 iia Bill B S C etmDly AE LOT: ABBOTT PARK LOT #42 BLK #7 PIWJDOT# 04 8 .000-42071 MoDm- 3EEB 2260—ELSTON 0AXAca Z EVfMGt LEFT PACE: FIRST FLOOR ELEPCTARI CAL 16 H E . V D � 09/21/21 SCALE: 1/4"=1•-0" Slamm E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 06V OUTLET 20 AMP MOLE POLE IIOV OUTLET nov OUTLET V2 OF OUTLET umm TO SIPTOI —�G IIOV CURET 'mu,m,?Am m RWT4R TH7/ 220V OUTLET (4)um OONlaT10N yp Qfl OCUTIA—r N1614100 •1/•�RT SSPTCN 8MC4I 3-WAY OPER W4 VURC74 4-WAY OPER I-.O WALL MOMED LIMM CEILNG LIGM © LED CLO LKUTM LED VAPOR ©VP PROCP LISNT @ vp VAPOR PROOF LISM @ ItlCJ<SSm CAN eVEIR. PAN I CM PER S6 Fr. VD)T.FAN IIYLISHt I---M. 'ri/TTI�T V RNIUIE raFBUT L RD tsY F ® rCIRV cteeeDJ LAIMMM F MAVACE T'NfJ 4' PLU0RE6OMr p —21 it X 80 4' TRACK LION PMEL IyEtEle OSD. atom DETEa7de WALL I'+ou w RAMINI M I 1 N'Clef DETKTOR IIILi.M®YR ® SK.O CAMMMMOMM sNolx °E'�TO1t C. MAN2111M Nmt-CvwmOTW SMALL M A DISTANCE OF NOT LEM Y&M 4- MOM UIALL NATURAL GAO ounzy ► TILEP44M JACK WATR RATER Met elevATm DSCONECI AIR omorrmm a�E au ONDISeONEar I-Q TELENSION JACK CQ NS am O }EOpr TO EE SIRPORIED N ACCORDANCE tlV SM Y SUCH POR CaLINS SOX BMW C4LN6 PANILU6NT M EE SI�PORIm N W OON SIIC41 FOt MAN=A N ll V Bann 24' NGANOE.m7T LISHr STRIP nnnonnn IK' NCArWSCNT LI6Nr STIED eeeeeeee AV INCANOMEW UW STIED ROOD LISM KV. oI KVPAD FQ PUS PTISH-snip/ Pm WISES OBIS PORT • LOCATION OF TV JACKS J PHCPZ OUTLETS < PANS TO M vVWso • HOI' MINER PM-COIYTRUGTION MEETN6 • ALL IS 4 20 Al' BRANCH CSSWITS TO M AM PAULT PROTECTED PER WCTW JCAL PROVS)I" OF MM • 20 DWICATSD LAIlCRY CWSLIAT. 6P • 1 . ISLAND (NOT ON KITCAIN aNSC1R) • DISMWNER DISCONNECT TO DE LOCKOUT N PANEL ' ISATMtOOIT E)f/LENT FAN M 4MK MN CAPACITY OF M 0" N1ER9TTENT I'Et ELECTRICAL PROVISION OP EECT1aN I IISeTs • LAWDRY ROOT AND DISIU4NER MCEPTAGLE SHALL ISE 61ep►1D FALLT CIRGST•NTCRR,IPTEIt PHGIECTION FOR MNMOMEI. ON PIAMM ' WMNM PETIIOD SHALL BE NON METALLIC GAMN PER ELECTRICAL PROVINONS LP PSC! 7TN eD f'letfel • ALL WOW TO C4711E LY USTN ELECTWECAL PROVDIOI Q• THE PI• m Tl'41 ®fOotel . u I i 44e.A .uA1 I ...e1 t'-esr� .w .i m I'm eun PM IMF CCMlRVATION fRGIDGRIAL pALY 1-1-2 2e0e. TIM tDIT10N.I SECOND FLOOR ELECTRICAL PLAN SCALE: V4' ` V-m' ----------- LED LIGHTING @ DBL. LAV. BAT14 -1 LED LIGHTING @ DBL. LAV. BATH s7 S Y 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w AbdesWngroupxom L AA 0: 0003325 , a pL A C 4 8tn DIV. M MM ABBOTT PARK LOT #42. BLK #7 4 81,0 0-42071 HODZLIA 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: SECOND FLOOR ELEPCTAARIICAL 160 MPH E C ON 36'xb0' I I SHlI ------- N :+1 L LA 3..D. 5'-6' I'-8' i'-b' 13'-2' 13'-II' j I � r I I VAR U vm T i OPTa ii OPT. i &4m 18'•3,---------- 3'-l' ------ 10' --- i__�i_.2�_� ?' n I \� LAV I �� I LAV. I DWI • • I } LAV. I SHWR p SINK 4k `4 WASHER I1/S' 2• WC 2, 0 m 2AV. v I j Q TUB 3. OD RANGE I 1� 3 uz ' O O 3 r Wy i l l l l I I I I I I I KITCHEN SINK I W/ AAV I I---- I b'-5' 23'-3' I I L --- R A I I I I ViR I I I --- --- -------------- I I I 2' I i I PEP 3' SINK 9' I = 3' m --------J r 2 ---------I WG 3, I co TO `? MAIN PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: 1/4 • V-0' SCALE: 114 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7746078 FAX: 407-774-4078 www.abdesWngroup.com L AA #: 0003325 , u O R F avlwie. ae LOT: ABBOTT PARK LOT #42 BLK #7 PnonmT* 418 00-4 071 xoaX.4 3EEB "2260-ELSTON" GARAas awaNcn LEFT PAOZ: PLUMBING PLANS 160 MPH M. C p 2 2 DAM 09/21/21 scAss:1/4"=1'-0" miss= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAB 4 MASTIC, AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT 15E LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 814ALE, BE CONSTRUCTED OF a& IOOTH GAL V. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC'ITH EDITION (2020) MECHANICAL CODE 603J '1. BATHROOMS CONTANNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FBC 'ITN EDITION (2020) MECHANICAL CODE SECTION 403. B. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED PIPE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND DE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO NFG. RECOMMENDATIONS AND FBG TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH DBP 40 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — 801-ID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA68-T4-RU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS >ATTICCEILNG EXTERIOR WALL SECURE STRAP TO CONJC. AIR RETURN W/ 12�3/I6'X2' 7APGONBIDA4IET�RMPI ROLL STRAP PLENUMA OR EQUAL SUCTION AND LIQUID AIR BUPPLY REFRIGERANT LINES 4'CONCRETE SLAB SECURE STRAP TO WIT IW (2) O'8XI 1/4' SHT. MTL. SCREW$ AIR HANDLEREXTERIOR WALL CONDENSER UNIT 3/4' PVC CONDENSATE DRAIN LNE EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD T REFRIGERANT LINES TO NOTE: MAN COND. DRAIN 3/4' DIA. PLATFORM RETURN CONIDENSING WIT OVER TAD 12' FROM STRUCTURE TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER F5CR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN, FLOOR I'-*'- OR WALL COUNTER&LINK CA. PLUG BRASS PLUG -'� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K J06AM 56000 INSIDE SERIES NICKEL BRA66 TOP CAULK P.VG OPTI/BPEC vFLOOR SLAB CLEAN -OUT (T Nn FIN, GRADE OR PAVING SEE SPEC. I'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ) TS FIRST FLOOR MECHANICAL PLAN SCALE. • V-0' SEI 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.774-6078 FAR: 407-7744078 www.abdesigngroup.eom AA N: 0003325 a rr a Eli as r oar: ABBOTT PARK LOT #42 BLK #7 pnon iw 041 1000-42071 HODE31a 3EEB "2260—EISTON" GA2sAGa al;wn0113: LEFT 3"FIRST FLOOR MECHANICAL PLAN 160 MPH W. C r:AVj'WT 09/21/21 : 1/4-=1'-0"T M1 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeaWVoup.wm AA #: 0003325 h g 0 R I I L F axnmly. at LOTS ABBOTT PARK LOT #42 BLK #7 PRO TIP 04181.000-42071 MOaar e 3EEB "2260—ELSTON" 0ARA0X NWDICH LEFT PCOND FLOOR MECHANICAL PLAN Q160APH E . C SECOND FLOOR MECHANICAL PLAN &GALE= V4 • P-0• 2X4 TOP PLATE 9 5/O' OR 5 VT' DRYWALL 9/8' TOP CHANNEL f28 PRE-FAS TRIIBB GA.) l/2' C a BpARp 1441 N. RONALD REAGAN BUD. Cp�Rpt,Ap LONGWOOD, FL 32780 V2' DRYWALLPH:IR' 1MICIG 2 COAT •. C!'U aH FAX: 407-774-40 8 3 24' ORS 9 A METAL STUDS a PCR FAX: 407-7744078 STUDSIN— 2a• OL. 20 GA METAL TO BE rL�Asr� aim PARTITIONS SUPPORTING INSTALLED IN WALLS WORMY 10 www.abdesigngroup.eom V2' DRYWALL RECEIVING UPPER/ LOWER MA11ONRY tP• P.T. rD AA #: 0003325 WALL HUNG PLUMBING 3 &ro' opt S AITAuaO TO PILL CABINETS AND TUB/SHOWER 25 $' DIA. SLEEVE, CM L AaPtR 3/S' BOTTOM FIXTURES AND WALL "METAL TO BE INSTALLED CHANNEL (25 DO NOT CUT APPROARoouyµ Paw. CABINETS SHALL BE NOT N ALL OTHER WALLS. STUDS GA.) SECURED RE5AR CA" AVIRLAL 6EA1.ANt e LESS THAN 2x4, WHERE TO BE SPACED K' OC. AT 2ND CONC FLOOR UTALLS ADJACENT TO FLOOR W/ 3/4, PIPE uA�naR aT�Rr SECURE DT. 2X4 WOOD 1 PAP 4 TO w MouLGw ALL PLATE TO BLAB STUDS •24' THAN 16' O.C. OR, NOT WALLS UL TILE FINISH SPACED NOT MORE STAIR WELLS AND BATWROOWOOD FLOOR cO BOND BEAM DO NOT CUT rt ere auar`a ewe a4e u• ae HUWi pj uv 10d MASONRY o,w LESS THAN 2x6, WHERE W/ V4' WOOD SOLID GROUT THE BOND cm eALv.•teeL NAIL • 32' oC SPACED NOT MORE WOOD BASEBOARD SCREW W/ (1)- 5 BEAM m . TO TO®T• MAX Low 'I"AIN ATHAN 24' O.C. (2) COURSE REBARS �"` "v.a1@L o.uaaecoOR . BLAB ..`' APTR7�AL POOLMY ATM TTRAOC ' OY 014 M aLIDt r"T �w�cx�la FIN. FLR FN18N FLOOR APPROVALw MQ 1—STORY TYP. INT. WALL �1TYP. INT. WALL (NON—BRG.) 1A METAL STUDS NON—BRG. 2A PIPE THROUGH BOND BEAM GAS LINE rxRU BLOCK s GARAGE DOOR JAMBS D1 SCALE, 3/4'.1'-O' D1 SCALE. a/4'.I'-o' D1 SCALE: 3/4'-P-0' aaau vr•rr D� SCALE: 1 1/2'•I'-0' a FIBERGLASS SHINGLES FIBERGLA88 SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT UT14 UNDERLAYMENT SECURE OY (2) 12d NAILS AS PER POOR 905.1.E #A AS PER FEICR 905.1.E • EA. END ROOF SHEATHNG }� FIBERGLASS SHINGLES WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TgU6SES THICKNESS AS PER SHEET BNI. FIBERGLASS SHINGLES AS PER FBCR 905L1. THICKWESS AS PER PER STRUCTURAL. DETAIL SECURED PER WITH UNDERLAYMENT AS PER PBGR 905.U. ROOF BREATHNG SHEET SNI. SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE _ ROOF SHEATHING THICKNESS AS PER SHEET 8NE THICIOE88 AS PER SECURED PER STIFFBACiG AT ALL UPRIGHTS SHEET BNI. SECURED 5/8, GYPBUI BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR I/2' HIGH g 9• SCHEDULE STRENGTH CLG. 2x FASCIA PER MAx I°�-EWs UD. TRUSS Ax. 2x FASCIA PER BOARD ELEVATIONS o. ELEVATIONS O'ToSTET- REFERENCE PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS FOR VENTED SOFFIT CONT. 2x RAT RUN SECURED PER PRE-ENG TRUSS INSULATION R-VALUES- TRUSS WALL SHEATHING STRUCTURAL DETAILS REFERENCE STRUCTURAL THIGKNE86 A8 PER SEE ENERsY CODE FORMS fOR WALL BREATHING MTL. DRIP EDGE MTL. DRIP EDGE SHEET 8N1. SECURE PER INSULATION CODE F THICKNESS AS PER e, PER ELEVATION FASTENER SCHEDULE PER ELEVATION SWEET BNL SECURE PER 2x FASCIA PER TY 2x FASCIA PER ON SHEET 6N1 FASTENER SCHEDULE ELEVATION& ON SWEET BNI. ON. ELEVATIONS MIE TRUSS S/V GYPSUM BOARD OR 1/2' VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT PRE WEEP $CRE DE HKaH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WINDOW ATTACHMENT DEEP SCREED SPECIFICATIONS PER MANUFACTURES 7x P.T. SECURED PER BPEGIFICATIONB STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 NSULATION STRUCTURAL DETAILS REFERENCE WNDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURER SPECIFICATIONS RM HENCE IX2 P.T. FURRING STRUCTURAL STRIPS • 24' O:G. e 1/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRNG CEMENT PLASTER APPLIED STRIPS • 24' OG. 1/2' THICK 2 COAT PORTLAND - &, cmCEMENT TO MASONRY 1/2 THICK 2 COAT I/2' GYP. Ilk. ESD. B, GHU V , GYP. WL. BD. WOOD BABE CEMENt PLASTER APPLIED � PORTLAND CEMENT DIRECTLY TO MASONRY llk== BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR _ — _ 0'-0' FM. FILM. C.-0' FN. FLR,I < _ 0'-0' FIN. FLR ., • ROOF SHEATHING THICKNESS IS ti . , ROOF SHEATHING THICKNESS IS >ain DIN. Da M. ABBOTT PARK LOT #42 BLK #7 PROJMTIP 04 8 .000-42 7 MODELI 3EEB "2260—ELSTON" GAR.AGZ swam: LEFT PAOIM DETAILS (SHINGLE) 160 MPH E C • W/ WINDOW OPENING ENGINEERED PER ASCE 1-lb IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16055.1. sTYP. WALL SECTION NO OPENING NOTE: •4' 4 ti W/ WINDOW OPENING ENGINEERED PER ASCE 1-16 IN ,. ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160"A. o B TYP. WALL SECTION NO OPENING NOTE: s qq Q21 (2)1—STORY HIP D1 ALE, 3/4'.I'-C' BLOCK WALL METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 5 1—STORY D1 GABLE BLOCK WALL SCALE. 3/4'.r-o' METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR A. WO 93723 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 04869 TYPE III (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTMI D486S TYPE III pATM 09/21/21 OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. acAlM 1/4'=1'-0" amwom D1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER MCR WS.U. ROOF SHEATHMG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG WD. ER FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FESGR 9mS.l.l. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD. ER 24. OL. MAX. L VATION 24' O.G. MAX. LEVATION METAL DRIP EDGE FETAL DRIP EDGE GATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALLS FOR VALUES VENTED O.N. I 9/8' GYPSUM BOARD I,_®, _ ELEVATIONS O.H.5/8' GYPSUM BOARD SOFFIT TYp. OR 112' NIIGW STRENGTH TYp. OR ]A' HIGH STRENGTH CL.G. BOARD VENTED - CLG. BOARD FENCE RE RE I I bQ FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE -4.1 INSUL. STRUCTURAL J WINDOW ATTACHMENT w AS PER E MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T 1 Co SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT tt GLUED AND NAILED _. I/2' THICK, 2 COAT SCHEDULE PORTLAND CEMENT 34 AS PER NAIL ING 80-EDULE PORTLAND CEMENT , E PLASTER APPLIED w PLASTER APPLIED Q DIRECTLY TO w a DIRECTLY TO MASONRY R MASONRY w IX2 FIRE-STOP?WLEVATFdN IX2 FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL RkPER IfELEVATION LEV TON S/S' GYPSUM BOARD S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' NIGH STRENGTH BOARD CLG BOARD ER )-'ELEVATION W FIRE -STOP DQ FIRE -STOP R-4.1 INSUL. R-41 INSUL. I I w > w of d a WMDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFIERENCE STRUCTURAL 1/2' THICK, 2 COAT In' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING APPLIED Ix2 P.T. FURRING DIRECTLY TOLASTER STRIPS + 24' O.C.O G. DIRECTLY TO STRIPS + 24' O G. MASONRY S' CMNI MASONRY C Y V2' GYP. I.I.L. SD. in V2' GYP. WL. BD. DO FIRE-STOPSTF- WOOD BASE IX2 FIRE -STOP —WOOD BASE . a A a: W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'0-& 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdasWigmup.mm AA #: 0003325 s b a aulwiv. a LOT: ABBOTT PARK LOT #42 BLK #7 rao" OTfp 04 1.000-42071 1LOD2DZA 3EEB "2260-ELSTON" GA><eAG2a awnvG: LEFT PAGZ: DETAILS 160 MPH EXP. C 1m 2Xr PT. • CENTER OP DOOR MADER WC RNO V (U 112' X 6' J-BOLT WV W MN EMBEDMENT WV V X 2' X VW WASHER 4 NUT OR W/ e2) V2' X S' ANCHOR BOLT6 WV 2' X Y X V6' WA6FER 4 HUT ® 2x4 m TO BLK WV ® 1/4'TAPCONS I V2' Q'b!D- 6' O.O., 4' END DbT- 1 IR' EDGE DIET. ® m 3Eo 2X6 GARAC+C DODR B!At� IV B) W, % 6• J-SOLCHOR BOLTS, UV 4' MN EMB, WV 2' X 2' X VI' W46FER 4WITHIN a' OP TOP. (U WITHIN 6BTM, ® (3)EVENLT SP m m m NOTES: ALL ANCWORS SMALL BE N ANCE TO MMIUFACTUER'6 INSTALLATUCTIONS WWERC ALhnw NAT�IICTIH AR M9RYT GARAGE DOOR 1 BUCK ATTACHMENT 6' Cm V2' DRYWAL I•X4' P.T. NA DOOR DOOR L b,4 P.T. OR 5/4'X4' MN SECURE Tlitll FRAME 4El EMEND 1-114' INTO ILER BLOCK WY 3/b' TAPCONS CASING MN SWANK 61ZR J46 MIN. HEAD SIZE 3mA jew MN EMBEDMENT 1-114' WITHIN V OF EACH END JAMB OR WINDOW 41610 G MAX SPACING ATTACH TO 2X PER MANIACTUE6 DETAILS. NOTE, SHIM AS NEEDED TO PL UMIB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLACK +3/4' OR +6/4" 1111N�NDOW TO BLACK +3/4' OR +6/4" 2X4, SECURE TO BLOCK W) 3/16' TAPCON6 MN SWANK SIZE JA6 MN HEAD SUE 3C0 MN. EMBEDMENT 1 V4') WIT14IN V OP EACH END 4 16' OC. MAX SPACN& 2X6. SECURE TO BLOCK WV(2) 3/b' TAPCON6 MN SHANK SIZE J46 MN HEAD 61n AW MN EMBEDMENT 1 V4') 6. cm WITHIN V OF EACH END A b' Or. MAX SPACW- 1/2' DRYWALL 2X& ® ❑ 1'X4' SECURE TO BLOCK P.T. NAILER IW(2) SAV TAPCONS MN SHANK SIZE J45 DOOR CASING MN HEAD STE A" MN EMBEDMENT 1 1/4') WITHIN 6' CF EACH EHD DOOR JAMB OR WINDOW ATTACH TO 2X PER MANWFACTJRES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLACK +1 1/2" (:,1111NDOF TO BLACK +1 1/2" 2X4. SECURE TO BLOCK WV 3/16' TAPC," MN ON" 61ZE .46 MN HEAD SIZE 3" MN EMBEDMENT T V49 WTWIN V OP EACH END 4 Is, OC. MAX SPACINS, 2Xr. SECURE TO BLOCK WK2) 3/16' TAPCON6 MN 6WANK 6UN .10 MN HEAD 612E 300 MN 9MONDMENTT I V4•) WITHIN W OF EACH END S' CMIU 4 b' OC. MAX SPACNIi UV ORYWALL ® El SEGUTO CLOCK SEC E PX4' UTAf2) 3/11,' TAPCON6 P.T. NAILER MN SHANK SIZE J46 VI6' OAW X 4' MN MN HEAD SIZE 300 MN SIMBEDMENT 1 1/4') DOOR CASKS WITHIN V OF EACH END 4 b' OC. MAX SPACING. DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOR, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4'1 DOOR JAMB TO BLACK +1 15/16" @111NDOR 70 BLACK +1 16/18" 2X4. SECU N TO BLOCK WY 3A6' I'APO" MN 6HANK SIZE J4S MN HEAD SIZE 300 MN EMBEDMENT I V4•) WITHIN 6' OF EACH END 4 W OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THRO" NON-STRUCTURAL WIND 3/16' TAPCONS, 3/16' TAPCON MN 1- 1/4' MN SWANK SIZE .Wb Ella INTO BLOCK MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHIN V OP EACH END 6' CM 4 b' = MAX SPACING.2X6 Id' DRYWALL CMCK ❑ SEC E ECUTO BLO I'X4 ' 6V(2) 3/b' TAFCOM6 P.T. NAILER MN SWANK SIZE .W6 DOOR CUING MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN V OF EACH END 1 b' O.C. MAX SPACING. DOOR JAMB OR WIDOW ATTACH TO 2X PER MAMPACIURE6 DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" yJ1LI�N,D�01I TO BLACK +2 1/4" 2X4. ® ZIA SECURE TO BLOCK SEGUE TO BLOCK WV W(3/W'TAPCOND MN 1/4'TAPO" MN SHANK 61S .H16 MN 64" 612E 348 MN HEAD SIZE -ROM HEAD SIZE 300 MN EMBEDMENT 1 V4') MN EMBEDMENT I V4') WITHIN V OF EACH WTNN V OF EACH END / b' OC. MAX END 4 IS' O.C. MAX SPACING. 6PACN& 2X6. ® 2X6. U® SECURE TO BLOCK SECURE TO BLOCK WK2) 3Ar' TAPCO N6 W/(2) V4' TARO" MN MN SHANK 61ZE J4S 661AW SIZE 146 MN MN HEAD SIZE 300 HEAD SITE 3" MN MN EMBEDMENT I I/4') EMBEDMENT I V4') WITHIN 6' CF EACH END S' cm WITHIN A' OF EACH END / b' O.G. MAX 6PACND. V2' DRYWALL 4 IS' OP. MAX SPACING. 2X& ® 2X& cim SECURE TO BLOCK SECURE TO BLOCK WK2) NUS' TAPCONB P.T. NAILER WK2) V4' TAPCCN6 MN SWANK 612E JO DOOR CASING MN SHANK SIZE .HD MN HEAD SIZE 300 MN HEAD SIZE 300 MN CMBEDM ENT 1 1/4') MN EM DMENT 1 1/49 WITHIN V OF EACH END WITHIN V CF EACH END 4 W OC. MAX 4 W O.C. MAX SPACN& DOOR JAMB OR WINDOW SPACING. ATTACH 10 2X PER MANUFACTUE6 DETAILS, NOR: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" B 2X4, IIIIII 61110M TO BLOCK W/ SA6' TAPC" MN SHANK SIZE J46 MN HEAD SIZE 3" MN EMBEDMENT I I/4') WITHIN A' OP EACH END 4 *'Or- MAX 6PACIN& NOTE, STRUCTURAL 2X MUST BE 2X6: la>;o ON OUT610E 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WV(2) 3/16' TAPCONS M6' TAPCON MN I-V4' MN SHANK SIZE J4S EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') S. U'IJ IWTWN V OF EACH EMD 4 W O.C. MAX 6PACN11 1' DRYWALL 2XS: 1=1 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3AV TAP CIC N6 MN SHANK = J46 DOOR CASING MN HEAD SIZE 300 MN EMBED? IT WITHIN V OF EACH END t b' OC MAX SPACING. NOR, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 2ND 2X SP.CIME TO STRUCTURAL MPtBER WK2JOd WTHN 6' OF EACH END / r' To s• o):. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN FACRMG DETAILS, DOOR JAMB TO BLACK +3" mp " T Tnnrrc H.4" NOR. SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') S' cm V2' DRYWALL 1'X4' P.T. HAILER Vb'OSAk X 4* MIN. r- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLACK +3 7/16" 11a1DOw TO BLACK +3 7/10" 2X4, W SECURE TO BLOCK WV 114' TAPCONS MN 664AW 61ZE J45 MN HEAD 612E 300 MN EMBEDMENT I V4') WITHIN V OF EACH END t b' = MAX SPACING. NOTE, 6TRJCTURAL 2X INERT BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) V4' TAPCON6 fMR 3/16' TAMUW MN 1-114' 61 ANK aaE J46 MIN. E'BEDN6NT INTO BLOCK HEAD SZE 300 MN EMBEDMENT 1 1,141) WITHIN 0' OF EACH END S, CMI,I 4 b' O.C. MAX 6PACIN& 112' DRYWALL 2X& ® I'X4' GECJURE TO BLOCK P.T. NAILER WW2) 1614' TAPCONS MN SWANK SZE .HS 1' P.T. X 4' MN MN HEAD SIZE 3" MN EMBEDMENT 1 V41) DOOR CARING WITHIN 6' OP EACH END 4 b' OC. MAX 6PACNG DOOR JAMB OR WND01U ATTACH TO 2X PER MANUFACTURES DETAILS, NOR, 6441M A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLACK +3 3/4" NNDOM TO BLACK +3 3/4" sg I 11 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeaigngroup.wm AA #: 0003325 1h BUDDIV. Re LOTS ABBOTT PARK LOT #42 BLK #7 PLRon=T# 04161.000-42071 1[OLt 3EEB "2260-ELSTON" GAP —WIC 8W NO2 LEFT PAOLB: DETAILS 160 MPH EXP. C NO 1 BCAI.1M 1/4-=1.-0-' 1 VON BUDDIV. Re LOTS ABBOTT PARK LOT #42 BLK #7 PLRon=T# 04161.000-42071 1[OLt 3EEB "2260-ELSTON" GAP —WIC 8W NO2 LEFT PAOLB: DETAILS 160 MPH EXP. C NO 1 BCAI.1M 1/4-=1.-0-' 1 VON SEP PRODUCT APPROVAL LISTING PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 12/33/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 32(31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 12/31/2021 44 101.4 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 30/22/2023 11496.3 SIMPSON STRUCT.CONNECTORSWOOD CONNECTORS 2020 FBCR 12/31/2021 30860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSONSTRUtt. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10533.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 30531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WAILS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAVCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERtCAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/203041 186.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.30 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 35332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 35353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'•8"SWINGING EXT. DOOR w/$IDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'•0" SWINGING EXT. DOOR w/SIDEIITE 2020 FBCR 12/31/2021 23956.4 THERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single IRe EXT. DOOR 2020 FBCR 12/31(2021 10756.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 32/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 30477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 33192.2 lAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 DAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 LAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 DAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30330.1 TKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRE'TE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T VINYL SOFFITSOFFIT 2020 FBCR 12/31/2023 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abtlesigngroup.com AA #: 0003325 ra SLJBDIV. A6 LATt ABBOTT PARK LOT #42 BLK #7 PROJECT* 04181.000-42071 1[ODRId 3EEB "2260-ELSTON" cwRAGs ewnNa: LEFT PAGR: PRODUCT APPROVAL LISTING %160 MPH MR. C INSTALL FASTENER! (CLIP& NOTE, STRAPS, STAPLES) AS APPROVED BU LDM6 WRAP REQUWO TO SECURE SMALL RE LAPPED A MNIMUI OP MPS/ WIRE TO FRAMINS S' • VERTICAL LAPS (ROLL ENDS) N S• • HORIZONTAL LAPS, WITS LAYER al, ALL SEAMS NEED TO ON TAPED LATH VERTCAL LAP TO OE I• STUCCO YASAP WTH PORTEER 641ATNM6 TAPE 00 LAYER d, IMMINIR! / BURDNS PAPER PIINCRFED CONTROL JOINT / i \ �C! COAT CEMENT METAL LATH FLANGE OF CONTROL JOINTS / \ SkS' lELF-AD1ERNb MB'ORAIE ER WIRED TIED TO LATH • S• \ WRD LAYER q, POWINN-MER / \ SELF-AKAGWI9 OVER MEMBRANE OG. MAX (VERTA b�.,. DO EUILDNS PAPER SELF-ADHERINS APPROVED NOT FASTEN CONTROL JOINT TO / r nna LAP . neT uTw \ FLANNM6 OVER APPROVED WALL FASTEN VEN R STUD EXISTSIN HOUSE UISM, 1441 N. RONALD REAOAN BLVD. EEYOND EXCEPT STAPLES W/ APPROVED METAL LATH LONGWOOD, 4- 0 750 V LEO MAY ME USED TO TEMP. FASTENED aT' (VERTJ OL. MAX � X X X ' 4'w4' SELF-AD4ER ld MEMBRANE SECURL CONTROL JOINT AT SUPPORTS X X X FLASNRY+ O„ER APPROVED FAX: 407-774-4078 DURNS INSTALLATION — HOUSE WRAP. w .abdeslgngToup.com WRD LAYER •I, RASHMs TO EXTEND CNTO PPE All $: 0003325 FASTENERS TO EIE SP 61UCC0 WRAP T FETAL LATH of • T Cr_ MAX VERTICALLY WOOD SHEATW NS +1i' COW. CEAD OF SEALANT UM LAYER'S, J' THICI( D COAT CEFENT 6TUCG0 URAP I PLASTER LL APPROVED PAIR � - • . w+ . - ., zr u• r• ' 'v` .. METAL LATH TWA ION BARRIER OVER ; i• r• nM A au aa.+ / I 10 LAYER q, FORTPI6ER 81EATNIIIJd UAYB LAYER 4, FORTIFI6ER \ �UILDMO PAPCR ELA6INISH RIC-(e COATING OVER STUCCO/ DUILDM9 PAPER WRD LAYER e, STUCCO WRAP .L GY. FINISH !!EE 1'YI• UWLL SECTION) SECTION) W DCHT�M)a)e ••Toe• ro .•Toe• u ooD ebIE Ln+ENG SECTION p N THROUGH G&HALL JOMTb EUT SHALL \ I ataft lrm m pliislRly Exterior use of portland cement pheler HE STOPPED MID shell comply with tireapplrcetion requremente of ASTM C 92618l,. TEO AT EAGI SIDE. PER ASTM CW63 PROVIDE 2X4 n nN LATu 6 T PLACED Fur MAXMJO S' TO S' LAP, s• owls of and fnameV Inst-shall \ — FROM CQN116OL JOINT WNDI C0WTIWL JOINT FALLS ON I LAP ALL LAP with shell comply wRh ASTM C 108319e, corn ASr C 1 or ASTM 1787. L ASF 1lRS FOR LATH To DE Hau.S On STAPLES IN COMPLIANCE uv A61" CW65 7. WRE TES TO BE (NO. EJ 004T6' HERE / — S. OLOO)CMG SHOUN MAY Ea N ADDITION \ TO WALL 67WS IElOUIRED PER PLAN I I I III VERTICAL LATH A 5 4yt4' lELP-ADIERNG MEFERYJ! Eu HOUR FLASHINNG (COM~ ATIBLEMATERIAL) OVER wR APPROVED HOUSE U AP. a• APPROVED HOUSE LLRAI! WOOD SHEATHING OL FOLD 141AW OOR CMU L OEAR. PT. 1L1EA "�'b WRIS LAYER al, . aEAw • P. STUCCO WRAP (FRAME ONLY) s. CSEAN • P. C 1. N0.D Py. C OAR M. y R Te.L P. C Tema" °OROM • �' THICK, 3 COAT CEMENT PLASTER (FRAME), IM'GOAT LEGEND CEMENT PLASTER (CMU) re r" METAL LATH (FRAME ONLY) LAP UJRB 4 TAPE OVER DRAINAGE PLANE (WRB • O— Nwy0 ROOFNIALL SCREED WATM a.AMa. LAYER "1, STUCCO WRAP) ^.� tfotar. i'TNOC, COAT CJaTtM z b'Xb' 'L' TYPE CONTINUOUS WRB LAYER #2 CFORTIFIBER — • — — — • — — PLAltERnRaRNtm2COAT GALV. METAL FLASHING °""° P•AIW (11 (NAIL TO ROOF DECK NOT BUILDING PAPER) UM LATER a, PORTFIEERBUIF WALL SHEATHING) UM LAYER R% tRSAECN.r) METAL LATH STUCCO LATERL GAP SHINGLE - DO NOT NAIL, X—X—X—X stucco WRCPCNRy! war) INSTALL WITH ROOF CEMENT O b 1J pg��Q$r L, tnmxV. dt LOT: I ABBOTT PARK LOT #42 BLK #7 PROMWT# 04181.00 -42071 acoasz: 3EEB "2260—ELSTON" GAItAG a ewu•Teaa LEFT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. LAP L YM OF C 0VW MAL14 R-OtlL 070P STUCCO ROOF CEMENT WOOD OR �/lro' ZIP WALL 1k& WALLft.#*" ROOF PER ELEVATIONS SHEATHING • , � T PLAIN"f.Y •� � P 2 2 2 SELF-ADHESIVE FLASHING — — — — — — NOTE:ar a CR METAL LATH: LATH TO BE PER SECTION RLT IN7aRA WTaR tlmrt EI), (Slow(Slow ,��f1 '"10%0121112L= R703.7.1 / ASTM C-a4l-14a, MIN. 2.5 LBS. PRMT eMNL7La TSOGfa)9 ,,o'd`O NmAR'aerlar wwaa� DATM 09/21/21 WALLPER SQ. YARD (UTILITY OR NOMINAL SCALL41/4'=1'—O" b"°" LATH DOES NOT MEET SPECIFICATIONS) ax�T slue e"A,r FAIL" 5 "L" FLASHING N.T.S. WA1 INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE CF FLASHING TO BE, L BOTTOM. 2. SIDES, S. TOP VENT CAP IS TO BE SET IN BED O° SEALANT AT TOP AND SIDES CHLY. SEALANT 16 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JONTS. .X' ' E-Z BEAD ALL AROUND "..�: VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& XV CAULKING ■ JOINT I I ALL AROUND 1 PER SECTION R703.7 Eldnior M t no aad pkalladna BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 92618b. " Installation of exterior lathing and framing ' shall comply With ASTM C 1063.19a, X: or ASTM 1787. STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2. FORTIFIBER BUILDING PAPER WOOD SHEATHING V DRYER VENT ( FRAME) WOOD SHEATHING LAYER a, STUCCO WRAP LAYER 7, FORTIFIBER _\ f_� BUILOaNG PAPER GO�N6TUCTION METAL LATH a' CYN VINYL CASINO" DEAD W RAISED BIND arse eaat�D 6' WE &TRIP SELF ADHESIVE FLASHING, CLEMI MASONRY BEFORE AFPLYRG Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO f WOOD OR "1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-14a, MIN. 2B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP t SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN COW. SEALANT) SEALANT • TOP t SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I V SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER '2, FORTIFIBER BUILDING PAPER f THICK, 3 COAT CEMENT PLASTER }(a' TO Yd MiD-WALL WEEP SCREED allow C"TRUCTICN 6' SELF-ADHESIVE FLASHING a CMU WOOD FRAMED r — — — WALL HORIZONTAL WEEP SCREED ' ( FRAME TO FRAME) A VENT PENETRATION SCALE: N.T.S. NmGGfi I V IfT1.sS.l V S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U 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 IT T7 THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD 8HEATHMG WGB LAYER q, STUCCO WRAP WRB LAYER Q, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO aIOOD &TRI)CTIIRAL MEMBER ■ T' OL. MAX 7i TO■. ar1 MID-uIALL n:r■n AOM61VE FLASHING, CLEAN MAGONNY 89POM APPLYING (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WRS LAYER 01, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER M SELF -ADHERING NJ bTUCGO WRAP MEMBRANE FLASHING LIMAPPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER 11 STEP #1 STEP *2 APPROVED HOUBEWRAP WRB LAYER 01 BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE M GRADE 'D' FEL T MEMBRANE PLASHNO ENTERS, BOX OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUBEWRAP UPS LAYER e2, FORTIFIBER BUILDING PAPER STEP 1*3 STEP *4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS vz'� ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH SE STEP $5 STEP #6 nELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W .abdeslgngroup.00m AA N: 000332. o r� a $ Y 1P. 5 aysDiv as Loan ABBOTT PARK LOT #42 BLK #7 PBDJWTp 04181.000-42071 MODEMS 3EEB "2260-ELSTON" GARAGE ErWMWO: LEFT PACE: WALL ASSEMBLY DETAILS %160 MPH EV, C WOOD SHEATHING WALL :R WALL WRB LAYER 1, SUS -FLOOR DECKN9 COLUMN SHEATHING STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER PR! -BINGO TRISS BARRIER WEATHER RESISTIVE CONSTRUCTION BUILDING PAPER i � W W:ATHER RESISTIVE EATHER RESISTIVE HAT CHANNEL i' THICK, 3 COAT CEMENT BARRIER 9 BARRIER 4 ' TYPE *X'DRYWALL PLASTER uEATHER RE�SSBTIIv! 6' SAE. 6' SAF. *TOP OF WEEP SCREED TO SHEATHNG BEHIND WEEP SCREED J' THICK s COAT CEMEM� VARIES VP PEEL H STICK WOOD SHEATHING PLASTER DD 4' POSTNE DRAIN METAL LATH FULLY EEMBEEDDEEMBEDDEDna:eo araoa:a:n 1441 N. RONALD REAGAN BLVD. WO"ATHNG IN ROOF CEMENT WRB LATER 1, ( ` I A' X 3' 26 GA. GALV. LONOWOOD, FL 32750 STUCCO WRAP f - ��` METAL DRIP EDGE PH: 407.77460 8 SET IN PULL ,4078 J' THICK, 3 COAT CEMENT � � ` EXTERIOR GRADE yr,A; SEALANT BA R SEALANT, )i' 6MEMD � FAX: 407.77 roue. PLASTER / � www.abdealgngrouP��m \ 6' SELF-ADHEREING DRY WALL ; 2 SPACE FROM DRIP AA 8: 0003325 FLASHING WRAPPED FACE TO TREX WEATHER RESISTIVE i " �` �`� , • TOP OF WEEP SCREED TO SHEATHING BELOW TNx7G s COAT CEMENT V PONTIVE DRAIN USER SCREED PLASTER VINYL rwauw. BEAp • y cat BARRIER 1 WEATHCR RESISTIVE WATER PROOFING lot BARRIER 4 1.� . ., 1 . �; �` WRB LAYER 1, STUCCO WRAP �1 NO mM IN HELD 1dNn.GAS@n.BE62 (SHOIIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) LAYER (2 LAYER PEEL '" a STICK) wieiipi"aa EXTERIOR COLUMN COLUMN SHEATHING L E G E N D ) `•'' RB WLAYER 01, FORTIFIBER 6' SAE. i i BUILDING PAPER PEEL a STI - , 1)6'x3• 'L' FLASHNG DRAINAGE PLANE (WRB �:�:; _:_ -;;•..� ,.,,;i� ,ti ..;:_, f 6 SELF-AD4EREMG SI�FLOOR ® FULLY EMBEDDED M ROOF LAYER 01, STUCCO WRAP) WRB LAYER 1, IZ �AVRNER 2rCAND / 2 26 V. STUCCO WRAP ` �v • CORNER CANTILEVER ME AL METAL DRIP EDGE Ecom WRB LAYER "2 (FORTIFIBER ...... ;; `—d' AMiCO AM66.wenr-,� `, 1 Yz / POSITIVE DRAM na:ee atreebn -- -- 0 ANTILEVER DRIP ij .OR GIMRATED SET N FULL BED OF BUILDING PAPER) CUSTOM CASING BEAD OOpx S;,��x',,,MIN. DRIP EDGE FACE TO TREX __ - r; GAP FOR SEALANT VINYL CASING BEAD METAL LATH x—x—x—x NO GAP FIELD OPT' BACKER ROD' WATER PROOFING lot IN (SHOWN FOR CLARACATICN OF V X V 26 GA GALv. MODIFIED 9m LAYER (2 LAYER PEEL a SEPARATE ACCESSORIES ONLY) PUSH LAYER (2 LAYER METAL DRIP EDGE PEEL a STICK) 3/4 RESILIENT STICK) WRAPPED FROM STUCCO I - - ' CASING BEAD IN PJLL am or GE'EALANTj MIN. HAT CHANNEL �,,D BALCONY DECK TO c wTILEVER DT ® ANT 6' PEEL a DRIP eTlcx. DRIP SPACE FROM ,,I,;''L i' THICK3 COAT CEMENT WOOD OR 1/16, ZIP WALL 0 tag 10A SGLALE I I/Y r-�' E GETO FACE TOTREX PLASTER SHEATHING s/e' TYPE 'X' DRYWALL METAL LATH W/TEXTURED a PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — l4�a FOR B�R FINISH NOTE- I vxI %, P.T. OR SHLATM i' THICK, 3 COAT CEMENT 4' POSITIVE DRAM G METAL LATH: LATH TO BE PER SECTION DWOoOTTTNJOUS R VINYL CASING ISEAD PLASTER OAP IN WEEPa FIELD _J R-f m3.7.1 / ASTM C - 847 -14a, MIN. 2.5 L BS. LAYS ''"°°F'"`' "` HEATHER RESISTIVE VINYL cOaNER �m (aHa1N FOR CLARIFICATION a K� � LAYER (7 LAYER PEEL : DARRIER 1 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FROM WEATHER RESISTIVE PER SQ. YARD (UTILITY OR NOMINAL SALCCANTILEVERDECK TO BARRIER' BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) 61f"maSTICK 0 COCKMCMBRANE, 110EDGE INSTALLATION D COLUMN DRIP EDGE TO DECK EXTEND OVER DRIP FLOOR EDGE (Wt/"L" FLASHING WOOD CONSTRUCTION ®® 3• X 3.26 C.A. GALV. SCALE NTS METAL DRIP EDGE WOOD BI EATHING SET INFULL BED OF WEATHER RESISTIVE 10A i P.T. OR SMLATE SEALANT•K' MIN. BARRIER 1 WOOD (TREX) FILLER SPACE FROM DRIP WR5 LAYER 1, 3/ , RESILIENT CCNTIFACE TO TREX STUCCO WRAP a HEATHER RESISTIVE P VINYL GdSNS EfEAD 2x MEANING MEMBER HAT CHANNEL BARRIER 4 VGAFOR BACKS ROD i SEALANT WATER PROOFING Iat WOOD SHEATHING VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL a PLASTERS GOAT CEMENT WRB LAYER 4, FORTFIBER ;' THICK, 3 COAT CEMENT PER. a STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO BUILDING PAPER ' ' WRg LAYER 'I, PLASTER HAT CHANNEL CANTILEVER FASTENED TO SHEATHNG i METAL LATH ! STUCCO WRAP 5/S' TYPE 'X' DRYWALL METAL LATH ��3 COAT CEMENT 00i • 1. O.C. MAX. W/TEXTURED a PANTED WOOD SHEATHING METAL LATH C i FINISH WOOD SHEATHING ero TYPE x DRYWALL W2B LAYER 1, I WRB LAYER 62, FORTIFIBER i' THICK, 3 COAT CEMENT (2) 2xI2 HEADER WAIMPIED a PAINTED HEATHER RESISTIVE �' THICK, 3 COAT CEMENT � i PLASTER FINISH BARRIER @I STUCCO WRAP PLASTER BUILDING PAPER WEATMIlt RESISTIVE WOOD SHEATHING %' THICK, 3 COAT CEMENT BARRIER 4 - 4' POSITIVE DRAM PLASTER 4• PC W4 DRAIN 6'SELF-ADHERING ' METAL LATH VINYL CORNER BEAD VINYL COMER BEAD �� SCREED METAL LATH �FP PlPCFn rl FLASHING VINYL BASINS READ No en4P N HELD WRB LAYER 4, FORTIFIBER • I (EXPLOpEp J' THICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD (SHOLLN FOR CLARIFICATION OF BUILDING PAPER ' IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CLARITY) SEPARATE ACCESSORIES ONLY) DRIP CAP BALCONY DRIP 14A CORNER BEAD ® FRAME \ O11D DRIP EDGE 1] EDGE INSTALLATION INSTALLATION WINDOW FLANGE WIRWOOD CONSTRUCITON STU 1, • Tucc�wRAP WEATHER RESISTIVE ; ; BARRIER 1 CORNER BEAD WRB LAYER 42, FORTIFIEIER - EiVmm aft LOTS ABBOTT PARK LOT #42 BLK #7 PROJECT* 04 8 ,000-42071 MID 3EEB "2260—ELSTON" GARAGE NrWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C ILEAT14ER RESISTIVE (FASTENER 4 SPACING o I' O.C.) BUILDING PAPER T BARRIER 2 > i ■ METAL LATH .' ■ 5 a VINYL CAGING BEAD i' THICK, 3 COAT CEMENT 04 i 1 PLASTER J• THICK, 3 COAT CEMENT 2 5/6' TYPE 'X• DRYWALL METAL LATH PLASTER R WVTEXTURED 4 PAINTED WOOD SHEATHING FINISH 6'SELF-ADHERING i ]' THICK, s COAT CEMENT HEADERA5EAM CMU FLASHING PLASTER' i VINYL CORP. 4' 1/2' THICK, 2 COAT CEMENT DRIP CAP � POOLAPD VINYL COR•@R BEAD PLASTER APPLIED POSITIVE DRAIN wage wire n DIRECTLY TO MASONRY VINYL CASING BEAD ND GAP IN FIELD WINDOW FLANGE DATE: / 09/21 21 (SHOWN FOR CLARIFICATION OF 8CALM 1/4'=1'-0" SEPARATE ACCESSORIES ONLY) 146 CORNER BEAD ® BLOCK 15B CASING BEAD ® WINDOW EtBEET @D-EIP EDGE INSTALLATION (FRAME, NO BANDS TAT A 3 WOOD SHEATHMG —� WRB LAYER 01, STUCCO WRAP WRB LAYER 42. FORTIP15ER BUILDING PAPER � METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING—n FLASHING VINYL ANGLED ___I(CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) URB LAYER M, — STUCCO WRAP VINYL ANGLED SHEATHING WRB LAYER 61, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH a' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER 17.�; BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER T-i�_ , _ lb'SELF-ADHERING FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW (15C ( FRAME, W/BAND) METAL LATH WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER i :. WRB LAYER'1, k THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WRB LAYER "2, FORTIF15ER VINYL ANGLED i BUILDING PAPER caslNG BEAD VINYL CASNG BEAD I i METAL LATH i� THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED BAND (FRAME) SCALE: 4 GAP TYP CASING BEAD I'll TRIM MEMBER TO TRIM e STUCCO TO SIDING TRANSITION SIDING :y t STUCCO J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATNMG WRD LAYER M, STUCCO WRAP `— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) IIIOOD 8WATHMG— MARINEE R RESISTIVE ISAAMI � RESISTIVE WIe IM, %'LP ecip W MLF-AD1lRM6 PL.A6MIPIt3 STARTER STRIP GALVO METAL W FLABNNG LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — ♦' I WINE R,ASSHLMGUSAT-dDHER616 I ( 6R RS8roTIVE i ' � \ 'T D,4RItER M ISAIRI YEATFER RM6IWE i \ \ OARRER 42 \ 6' &E C*ERNG 1 F i — GALVD MlRAL i 'T PLASHNG 1 I Ya' X 6' eR'LLATED I ;. IIIOOD 1M1 MQ'E[R O IWCAiLA dIe APT WIAlLK SEALANT { SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84 1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOM TRIIcrION vVycNp WOOD 6WATNMG— LEATHER RESI6TNE BARRIER ? xx LAP 601 STARTER U UIRATNER "win WEATWIt 6ARRIER PLASHING URATHER RESISTIVE ISAItlIISR M TO LAP \ W MIN. AMOVE TOP 1 OF z'PLASHNG A�6roTIVE I�IESIem.E ISAIRRIER TRI'1b61 6R USIATNEIR BARRIER RESISTIVE (WI!Y PLEXIOI.E F'VO BACKER ROD) SIDING TO STUCCO \- Rm"me SIANW® FRAME TO FRAME 9 TRANSITION SEALANT 2X FRAMING MEMBER }' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER "2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHE51VE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP i' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW /—METAL LATH WRI5 LAYER 02, FORT 1 � BUILDING WOOD HIIj�RCS IFIBER WINDOW FRAME//SHEATH 1 i i i WRB LAYER 01, STUCCO WRAP i I 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 1 E-Z BEAD VINYL CASING 2X FRAMING (W/3'6' FLEXIBLE PVC BACKER ROD) MEMBER APPLY FULL BED OF SEALANT BETWEEN 1 BUILDING FLANGE 1 BUILDING WRAP WRAP ----------------------------------------------------------------------------------------------- �� Z BEAD WINDO W CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-60T8 FAX: 407-774-4078 www.abdeaigagroup.mm AA #: 0003325 IRS � r suBDIV. at LOT. ABBOTT PARK LOT #42 BLK #7 PROJ>QCT* 04181.000-42071 HO119 3EEB "2260—ELSTON" C&AP.Aan awnak LEFT PAGIM WALL ASSEMBLY DETAILS 160 MPH E 0 oL D TO 09/21/21 SCAM 1/4"=1'-0" skim= WA4- ASPHALT SATURATED FELT CARE SHOULD BE TAKEN N KEEPING THE VENT PROPERLY SHOWN IN C'GALVP . ALIGNED. VENT PIP£ IS SEALED IFUR¢ED NALNFLAGE USING 1-iK' NAILS AT EACHCOi IR RODFNGGEMENT - RO:AMTRR 9HOkD BE APPLIED TOALLSHNGLE EDGES NEAR THE OUTEREDGEANDAROUNDTHEENTRE NEOPRENE SOOT"•' ..,, -„ ' .�•`•�+�,• NIEPERIMERAS CUTOUTTHEGOOSENECKVENTCPENNGNTHEROCF RECOMMENDED IN SEVERE WEATHER GN3TAL '��' •• ',v= SHEATHING.SRETHEOPENINGINACCORDANCEWRHTHE CHART SHOWN. N THE EVENT A MECHANICAL VENT FAN 6 COJSTRUOT—ONES. . ' - USEGBEETHEVENTOFENINGINACCORDMICEV— "•+ '•.; VENT FAN MANUFACTURES PIPING CONNECTNYJ INSTRUCTIOJS T E6 RAFTERSY ENCUTTINGTHE IN OPENING THETHOU REMOVE NTERFERNG 6HNGE NALS ARGUNDTHE PERIMETER OF THE OPENING 60TUTTIENAINGFLANCF OFT EVENT LAYS FLAT TO THE ROOFSHEATHNG RUDE THE ASPHALTPUSTIC CEMEM TOP AND SDE PIANGES OFTHE VENT IA AND UNDER SHINGLES.—THEBOTTOMVENTF1ANESTOV.YW I I MOLDED AROUND BASE OF FIRE ANDOJER FIANCE THETOPOFTHESHNGLER. IF •11•---II c o ROOF HOOD VENT DETAIL CUT IIOUSEW AT 45' ANOL MODRED 'I' N MOI15E m LSE O► WNR OPENNS im-we FOLD-1 TIIDC PP m MCA ►OLD N AT APPROVED MOI lf~ OVeR SWATH! Oven y Ub STUD WALL eLp. STEP 1 N$TALL 6' SELF-ATNEDINO PLA$MW A OVEIR VWL MEAD PLAa1MRl WN END DAMNNAILMK R.arae I EMEN) EXTDD R.A$141146 I1N I' OELOYI FLL \%\ R.ocnN.E wbHNO Do NOT ORAL 00TOM —•� PN STEP 6 STEP 7 ALIGN PLASWNO RV W. ECIM A SLL Ma FmOMAWfALLY � K) MTALL DUPONT R.E)O.RAP A6 TL R.41a1N0 AT TWO PLUMBING VENT DETAILS RYLY %' NOM- 4TRMAJCW DEAD R SEALANT AT AM6 AND NERD a IPPLY TO BACK CP SDOW NAILNO LANDS N LM! IW 711111-PUNCH® IDLES OR fATG WN ACHU" - DaRLE PLA04M MER OW CAP ECT0Hu1AP EGWV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) BGALE: NTS STEP 4 VALLEYCENTERLNE XWOE VALLEY FL>SHING NO S. OR HEAVIER FELT S'OF PASTNERS WRHN CENTERUJE UNDERLAYMENT II END pF 9HNGIESN XTENp END SHNGtE ASFHPLT AT LEAST t2'6EYOJD VALLEY GENTERLNIE ROOFNG / CEMEM "GIIPPEO(3F _ CONNERA—DEGREE! �•FROMVE6TR CENTERLINE FROM VALLEY CENIERLNE Nam LL THE COWACTORS 1lMVtM111SILTY TO VCRP'( ROOF VALLEY DETAIL THEC RAP, ATTYLA TO ALLPRDDUCT$NCLDW nE rC PA etALANT$ A L PRDIDUCT6 IM SCALE, NTS M.ASMNO MATERIALS LINED DURM CCNITIEJCTION . INSTALL ALL MATERLAL$ PER H"FACTLINUM URNTTEN EPEGAICATILID VANItIaL IEALAMO MAY REACT ADVERSELY R NOT CCIPIPATIELL NaM CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW 11" FOLLOWNb COMPLETION OF EXTERIOR RETROFIT WORK NOTE, REPAIR SCHEME SWOWN SHALL BE MP'LEMENTED AT ALL WNDOWS WITH EVIDENCE OF WATER INTRUSION BELOW T4E WINDOW OPENING REAL INTERIOR PERMETER OF WNDOW WITH SEALANT APPLY aI NOU(O EWUAL) SEALANT R PLWD APPLIED R-A$MNO(LANGO WHITE -SEAL RC-N OR EOUALA SLOPE $ILL To Ex 2. R.A$MNM AT EXTERIOR WNDOIS AND DOOR OPCWNOS SIULL WW RtlTALLED N ACCORDANCE WITH MAMPAGTIRE" NSTALLATICN INSTRUCTIONM AND APPROVED METN= U & MC RTOSA U N ACCORDANCE WITH R88$TRATM MANIJ'AGTWERY INSTALLATION AND PLAOWNS N$TIICTo & UYB[A&L GRALANTS MAY REACT ADVERSELY R NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 w .abdesWngroup.eom AA X: 0003325 q ovSDIv. ee Lo"A ABBOTT PARK LOT #42 BLK #7 P1EojwT 04 1.000-4207 w oaz�MR 3EEB "2260—ELSTON" GAsaAwn swans: LEFT PAGZ: WALL ASSEMBLY DETAILS 160 MPH E . C sit R 1 DAB 09/21/21 scALm 1/4M=1'-0" WA5 \ \ 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA �\ DRIP EDGE I\ 1/8' TEXTURED I FINISH * WOOD I \\ 2X6 euB MANE 1/2' TEXTURED \ FINISH ® CMU METAL FASCIA \\ WRAP )fi' FROM \1 STUCCO, I' FROM WOOD WALL `\ EXTERIOR WALL (FRAME OR CMU) `\ V8'TEXTURED FINISH • WOOD. IR' TEXNRED FINISH • cm METAL LATH F WOOD SHEATHING OR Cm ' WRB LAYER M, XN STUCCO WRAP(FRAME ONLY) WRB LAYER 42, FORTIFIBER BUILDING PAPER (FRAME ONLY) m� '�\�] \ ROOFING CEMENT DRIP EDGE © PLAN B METAL KICK OUT \\ NOTE: NOTCH FOR 2X6 `\ \\\ SUB BAND ONLY k RODE KICK OUT REMOVED \\ \\ FOR CLARITY \\ \ ROOF DECK (BEYOND) ol \ \ DRIP EDGE, I' OFF WALL TNOT INTO STUCCO) \ \ I �1/8' TEXTURED FINISH +� /WOOD, 1/2' TEXTURED FINISH s CMU 2x6 SUB -BAND W/I'x4' NOTCH M END, WRAPPED IN PEEL 4 STICK ® ,4 L VI ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUS -BAND Wl%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x ` x x .x...,: xx xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x X x � x x x x x x x x x x x I x x x x x x x x x x x x x x x x x x x x x x x x x x x x x� x x x X ..... ,. SUB BAND DETAIL ® WALL W/KICK- OUT iME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 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. )4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosWWoup.com AA #: 0003325 a Am s ib sit o av0 Oft IAT: ABBOTT PARK LOT #42 BLK #7 PROJWTIP 41 .0 0-4 071 UODZ j 3EEB "2260-ELSTON" GARAGE BVXNG: LEFT PAGI: WALL ASSEMBLY DETAILS 160 MPH EXP. C 22 A AI NO DAT21@ 09/21/21 8CALA 1/4"=1'-0" a w WA6 FOUNDATION NOTES 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 NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW#DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. l 1. EINDICATES #5 BAR, UNDICATES #6 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #5 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13, RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402)502-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/802-16, USING: Fm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWMI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS ex6 W1.4-14OVER 3 1/2" 6 MIL VAPOR COMPACTEDFILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME S1ZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. S ORT LONG 18" CONTINUOUS 18' - (2)#6% (+)0'-0" 16, CONTINUOUS 18' - (2)#5's VARIES MF2-24)04 8" SEE PLAN 8" - (1)#5's (-)0 12, SEE PLAN id' - (2) #5's 24' 24" 17, (2)#V. (2)#55 +)d'-0" 24" 24" IV' (2) Ws (2)#5's CW-i6Xi2 i6" CONTINUWS CWC-i6Xi2 15' CONTINUOUS 12 - (2)#5's #S IN CURB VARIES F1-30X30 30" 3d' 12' (3)#5's (3)#5's Fi-24X24 1 24" 1 24' 12' 2)#F (2)#S. FOUNDATION PLAN SCALE: 1/4" = V-0" i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd##igngro up.00rrl L AA #: 0003325 , 14 b d 4 ABBOTT PARK LOT #42 BLK #7 Flnoi=T* 04181.0 0-4 071 HODzu 3EEB "2260-ELSTON" GA1RAGZ BTIEW s LEFT PAGZ: FOUNDATION PLAN 160 MPH EXP. C MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �. ' ([� 1 �•v • •• s'' _ SPACING REQUIREMENTS SPACING REQUIREMENTS c_ _ _ GARAGE DOOR Y `� , q I •. RECESS 0. FM o " b s 8' CMU WALL 8" CMU WALL , . CORNER BARS, SAME SIZE AS LARGER BAR � FOUNDATION I" w °' m m +- '-0" .� IN WITH 30" LEG EACH > • y +- 0.0• • TOP OF SLAB '� q WAY AT ALL CHANGES IN DIRECTIONS I ..• SO THAT THE STEEL REINF, IS CONTINUOUS I •vl a. TOP OF SLAB ' ' • .—. Y MATCH AMOUNT OF CONTINUOUS BARS •I CURB FOR „� a EXT. PORCH SLAB < , SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1-STORY) #g 1g •'Aa--�++-+ ' EXT POH SLAB - \/ • SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER '" w. I ..II` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE=p. N MASONRY UNITS SET AT ELEV: 1/2" ISOLATION 6" CHAMFER (2-STORY) . 1/2" IRCSOLATION (1STORY) p_0 J�� JOINT (VuHERE O APPLICABLE) z #4 24"• SEE SCNEIX/lE #8 30' JOINT (WHERE APPLICABLE ) fi" CHAMFER (2-STORY) • i A. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE #fi SB � FOR MD. MR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST >r AND BAR QUANTITY AND BAR OUANTOY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARB), UNO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:a4=r-D GA SCALE 3/4•'=1-0' GARAGE CORNER BARS DETAIL 3 4 SCALE: 3/4"=1'•0" (1) #5 REBAR VERTICALLY W/ CONC. z a;� POURED CELL LAP TOP PLATE A MIN. OF 46' AND NAIL COMMON a n 8" CMU NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT ig 7✓4L REBAR �24" O.C. CENTER OF LAP TO OCCUR OVER STUD OF WALL W/PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING _ 3 0: WALL W/SYP b O ^, I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ I NEW REINF. 84R SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2' SECURED W/ 2-PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENTH 2" CAPPED EPDXY. MIN. EMBED PLATE EPDXY 5-11/2" EMBED. MIN 0GB"OC GALVANIZED PIPE " UNO d 8." SIMPSON SPH4 SPHB MAX •' 4• W/FLANGE O BASE z o FOLLOW ALL MANF. BTM AND TOP PLATE 4" CONC., REINF. W/ i SPECIFICATIONS FOR ANCHORS W/ 10d x 1 1/2" „xB" #10 WWM ON {, • b I USE AND COMMON NAILS FILL ALL -MIL POLY ETHYLENE sn J o 4" 4• PREPARATION OF HOLES, DO NOT USE 10tl - " . VAPOR BARRIER ON HOLE. x S, rc SEE SLAB SCHEDULE w •I•( 1`a WELL -COMPACTED SECURE FLANGE TO ; '� .• CLEAN FILL TERMITE SLAB WI(4) 1/4" X 2 1/4" g } +_ 0•"• 1J TREATMENT SHALL BE TAPCONS PO TOP OF SLAB . • d 4 BORA-CARE �QQ ;, I}4 •.: � (2)' CONT. #4 REBAR 4" CHAMFER (1-STORY)•+. 4.�'•• < B" CHAMFER (2-STORY) AA (2) #5 REBAR ON CHAIRS 2,000 PSF VIRGIN SOIL OR 95% EO EO SEE SCEDULE 12" MIN. DEPTH INTO z COMPACTED SOIL FOR MDHBAR SIZE VIRGIN OR ENGINEERED SOIL H ANWOOD SLAB HEIGHT LESS THAN3'S' PER PUN ADDING BAR TO INTERIOR CURB FOUNDATION WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 7 scALE:sa'=1'-D' (W/UPLIFT) 5 6 FOOTING W/ BLOCK WALL scALE: 3/4"=1'-0 SCALE: 3/4"=1'-0' 1A SCALE: 3I4"=1'-0' LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 1ed COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 1Ed 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 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W/SYP No2STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO 5 ss 5 NAIL 12" O/C STAGGERED. PROVIDE DBL. TOP PLATE SLAB WMASONRY NAIL GGERED. 12" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT ADDITIONAL METAL O REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN NO w UPLIFT IS PRESENT. UPLIFT IS PRESENT. �, 81• CMU WALL z - POURED LINTEL CONT. (TVP.) SEE SLAB SCHEDULE a ;�p•' 8" CMU FILLED CELL(TYP.) TOP OF SLOB SEE SLAB SCHEDULE .I• 2X WALL FRAMING TOP OF SLAB + • SEE SLAB SCHEDULE I 5" TOP OF SLAB A• • • MINIMUM EMBEDMENT INTO "�: a • '_a —, a . _ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND b CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX . �-- Nf +•-:�-� POURED MONOLITHICALLY WITH 4 „ _ - - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEWa EQ. EQ. SEE SCHEDULE FOR WXDBAR 512E FOR MR UA 812E AND BAR QUANTITY TY FOR 04R 512E / AND B.4QUANTTTV AND BAR QUANTITY BAR INTERIOR CURB $ FOUNDATION WOOD WALL INTERIOR 9 FOUNDATION WOOD WALL SCALE:3/4"=1'-a' (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION scALE:s4"=1'-0 (NO UPLIFT) sQALB:s/4"=1'-a' 11 scALE:s/a"=1'-a• 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesoiWoup.com L AA #: 0003325 , A BUDDIV as LOT: ABBOTT PARK LOT #42 BLK #7 P]m0j CTjp 4181.000-42071 MODZU 3EEB "2260—ELSTON" OARAOs awarch LEFT PAOM: DETAILS %160 MPH E . DA O 09/21/21 MCMM 1/4"=1'-0" mill= S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND MIN. iQ' TREAD W/+ "NOSE s SPACING REQUIREMENTS Q n 8" CMU WALL PAVERS a a'. #4 REBAR (TYP.) a 0 2 8"CMU WALL TOP OF SLAB ,� TOP OF SLAB S" " < SEE SLAB SCHEDULE 117' RADIUS OR CHAMFER EE SLAB SCHEDULE �..' e °, �. N> 4 .•gi7 ` e�.° TOP OF SLAB 1p SEE D. MR SCHEDULE — FOR WAD. UA SIZE AND BAR QUANTITY LZ� '� 6 W ° - e . • ! e <a a �.° i ... . �a • ° .., a.: •� N m SEE SCHEDULE FOR MD, BAR SIZE EQ. EQ. SEE SCHEDULE AND BAR QUl FOR M0, BAR SIZE AND BAR QUANTITY TRENCH EXTERIOR STAIR DETAIL INTER CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2 sOR 3 4 �FOOTING 1rr-1 a 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 Wl PROVIDE OBL. TOP PLATE 1/2"x9" WEDGE ANCHOR W/2' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. Q 16' SIMPSON SPH4 OR SPHB OC MAX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/7' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" r-SEE SLAB SCHEDULE OF SLAB SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 scALE:a/a'=r-a' (W/UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS a�U b 8" CMU WALL .i-. EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (15TORV) BAR SIZE 48 BAR DIA b W/ 1Y2" ISOLATION 6" CHAMFER (2STORY) pS 16' JOINT (WHERE 4 04 24" APPLICABLE) ATCH STEEL #5 30" 8" PVC CHASE ti REINFORCEMENT PER SCHEDULE THRU FOOTING #7 47' 47, SEE SCHEDULE FOR MD. BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING - SCALE: 3/4"-1'-0" 4 °.4 q♦ 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE SEP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup'.com AA #: 0003326 A ~ y 0 gg DumT w09/21/21 8CALM 1/4"=1'-0" S7'IiT S1.1B 23'-8" 13'-7" 10'$" 3'•8" a b W N G N N N a a N 5 L77M El Y N � 4 N ry a CEP n 19'•2" FIRST FLOOR DOWEL PLAN SCALE: 1/4" • V-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesW*mup.wm L AA #: 0003325 10 s b 9 F a><InDIV. dt LOT: ABBOTT PARK LOT #42 BLK #7 PAOnCT# 0418100 —42071 MOD.a 3EEB "2260—ELSTON" 0AFtA0a BWMWCk LEFT PAOM: FIRST FLOOR DOWEL PLAN 160 PH EXP. fj TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK z - GROUTED BOND BEAM CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. . 'A : '.'<' '_ 4 ! TIE ERTICALREBAR .i _' • . TO HORIZONTAL . REBAR W/ 10" HOOK ..-a.: �L BAR SIZE F48 BAR DIA s b #3 1 18" #4 24" h #5 30" #8 3S" #7 42- HORIZONTAUVERTICAL REINFORCING � SCALE: 3/4"=1'-O' u� NEW REINF. BAR kK' I SECURED W/ 2- AT J EPDXY. MIN. EMEPEDR S UNO i q FOLLOW ALL MANF. wg I SPECI FICATIONS FOR USE AND w$ ^PRE PARATION OF L `< 4 � STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA #3 18 METHOD #4 24' HORIZONTAUVERTICAL #s 30 REINFORCING „; 47, #5 BARS D 8" ra a§ CMU UNIT DIMENSIONS ARE NOMINAL SIZES O� 3 MASONRY SYMBOLS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.wm AA #: 0003325 C _ 0111, O all atriwiv. Aa LOTS ABBOTT PARK LOT #42 BLK #7 raon QT# 0418 .000-42071 MODEMA 3EEB "2260—ELSTON" GARAGRI EVrMW h LEFT PAGM: DETAILS 160 MPH EXP. C IP A 2 r 09/21/21M 1/4"=1'-0"T.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10dx 1 1Q" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE VNTI-i MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERISE. HEADER SCHEDULE MARK DEBSGI1PTION REMARK O(2)2x8 (2)2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Psi) WxHZE , REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1)#5 (1)p5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)M6 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 8F16-lT/OM/OB BTM. 0 6'-8" 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesIgngroup.wm L AA #: 0003325 s r� a a M C BUDDIV. a LOT: ABBOTT PARK LOT #42 BILK #7 PImoj=T* 418 .000-4207 acODMU 3EEB "2260—ELSTON" GARAGE BTIMM LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C Dw09/21/21 ■CALF: 1/4"=1'-0" SHEET S2 95 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30'TVPICnL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9W' , i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c PLACE STEEL HEIGHT. cV RENFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND dGt� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHATTHEN THE LAST 1+` YV TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"XI6' m OBE / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ` COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / n MAN. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. o / Pig 8z18 DBL. BOND �F / 2 eQP BEAM W/(1)#S BAR BOND BEAM ��0� EACH COURSE • • 8x8 BOND BEAM TOP W/(1)#S BAR .e�: BOND BEAM F =FILLED W/GROUT '(�� U =UNFILLED GROUT SOLID FROM T P NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH (((��# OF #5'8, IN 2ND BOND BEAM, IF FILLED LINTEL. / BEAM COURSE SEE NOTE k 1.6-1 T/ 1 M/ B 8x8 PRE -CAST CONCRETE �µE NOMINAL �� LINTEL W/(1)#5 BAR(L2) HEIGHT # OF #5'S, 70P LENGTH OF BAR = WIDTH OF MASONRY OPENING -2' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX-1T/1MABINDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM BXB PRE -CAST CONCRETE SCALE:34"=1'-0 AND XFXX- iTJOWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER 4. IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX -1TA MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - iTAMMO INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE, 145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4' _ EMBEDMENT #5 BAR BENT AS SHOWN 9 14 PRE -CAST ..A WINDOW 2.0 (MIN 2 X 3) 2-3116 TAPCON ORDRIVE PIN(MINSHANK SIZE. 145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4") 8" - SLOPE FROM EACH END AND 18" 1p, m O.C. MAX. MIN 1-14' 2g EMBEDMENT 4 2.8 (MIN 2 X 3) 2-3/16 TAPCON PIN N OPEN FACE SHELL SO SHANK SIOZE.145 MEN HEAD AS TO ALLOW BEM SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN O.C. MAX. MIN 1-1/4" MIN, 2-12tl PER BLK. EA. END VCMU BBEAM EACH CELL HOOKED IN EMBEDMENT EMBEDMENT TOP BOND BEAM W/ 7116" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP sCALE:112=r-a' 5 SCALE: 3/4"=1'-0' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. I I — 3. I I SINGLE #5 CORNER u I BAR, 30x3o TURNED Up STEEL REINF OF fP I pp0 II / ORTURNED DOWN INTO FILLED CELL BOND. BEAM II I II / BXB CMU PIER PROVIDE #5 BM W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4-T-O' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE'. 3/4"=V-0' .1 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdestpgro up.com AA #: 0003325 O R eumly as Lom ABBOTT PARK LOT #42 BLK #7 P1WJWTp 0418 0-42071 1[O1"m 3EEB "2260—ELSTON" GARAGN 8WUa3: LEFT PAGIL DETAILS 160 MPH EXP. C Dw09/21/21 BCA=: 1/4"=f-0" miser %S2.1A "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BUS M4)1B 104T IT trroB ITIOB IT10B TYPE LENGTH 8/B PLAIN 8/8 SOLID TYPE LENGTH e6wr Bn6 tT eno tt er�4 tt erg 1r e�s2 tr 816-t8 16-mi ml 1Tn ITns ITnB n-2r ane-2T ar&v 81240 604T e1324T 3'8' PRECAST 1438 952 3114 4217 5321 6426 7531 3' 6' PRECAST 889 1024 8' 3' PRECAST ISM 3524 4394 5283 6132 7001 2186 6113 8986 7708 9031 10000 1669 3624 4394 6263 8192 7001 4'-0• PRECAST 1085 700 2306 3125 3945 4786 6587 4'-0' PRECAST 514 763 4'-0" PRECAST 1 1383 3060 3815 4670 5326 8079 7981 8113 7182 6624 7827 87a1 13e9 9080 3815 4670 5325 e079 4'-6' PRECAST 819 533 1770 2400 3033 3006 1 4300 4'-W PRECAST 398 591 4'48" PRECAST 1207 2662 3375 4043 4711 5379 I= 5743 7547 am 66N Tw 1207 2707 3375 4043 4711 5379 5'�' PRECAST 931 1247 Imp 25W 3123 36M 42W �� PRECAST 411 411 5' 4" PRECAST 1016 IBM 2374 2944 3513 40H 1319 448D 7106 7342 S780 �0 1016 2270 28x 330 39e1 4084 5-10" PRECAST 817 7024 1031 2000 2M49 3008 3470 5-10' PRECAST 340 339 5'-10" PRECAST 909 1409 1971 2443 2015 3387 ttel 3803 6877 ease am S77e 82B 2D80 23 3107 3620 4133 8-0' PRECAST 892 tt39 3227 3031 am 4363 5081 B'-0' PRECAST 410 721 8' 8' PRECAST 835 12D1 1678 INS 2332 2709 1130 3227 459E 7054 10000 am ex INS 2329 2780 3251 3712 T-0' PRECAST 570 9n 2498 2205 2898 3191 3685 PRECAST 303 534 T-8' PRECAST 71e 900 1181 1402 1743 2925 698 2490 9408 4864 7067 MnT-0' 727 1624 2M 2426 2827 3228 9'-' PRECAST 428 as 1503 2204 2481 MIS 2821089 9-4 PRECAST 192 384 9'-4 PRECAST 454 we 767 948 1129 1310 M 1074 2206 3067 4 4809 672 1318 1643 1980 2164 2519 10'-8• PRECAST 388 487 1247 1707 1904 2163 2028 10'-8• PRECAST 151 301 10' 8" PRECAST 368 468 $12 755 SO 1042 GOD t407 I897 2781 3222 3784 60,4 Ilea 7472 1703 MO 1080 11'4" PRECAST 330 544 1312 1742 2252 28e8 3830 11'4" PRECAST 132 417 11'4' PRECAST 430 406 530 863 777 672 644 1312 1742 2262 28B8 9562 4e8 1042 1972 1843 1470 7710 17-W PRECAST 308 � 1210 I59e 294e 25ee 3191 12'-0• PRECAST 111 370 Mr PRECAST � � 470 � m � S07 1210 500 2M48 2590 3171 440t278 1300 150D 1314 1476 13W PRECAST 270 433 104E 1306 1732 2167 tax 13'-C PRECAST 82 208 13'-4" PRECAST 308 393 484 575 645 414 1045 1385 1732 2318 2805 396 1067 1312 1071 1203 141-W PRECAST 254 1272 15oB +999 14'-0' PRECAST 71 293 14'-0• PRECAST 2� 390 978 1272 IBM 1950 2389 37B — 961 1192 975 1133NR 14'$• PRESTRESSED N.R.458 NR NR NR NR NR 14'$' PRESTRESSED N.R. 289 14'$' PRESTRESSED 239 BOB- an 748 886 1079 1420 1824 2277 2712 246 x3 9B0 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 19-4' PRESTRESSED N.R. 252 15-• PRESTRESSED 224 387 464 574 e84 799 412 1014 1340 1703 211a 2513 230 616 908 1134 1353 1872 17'-4• PRESTRESSED N.R.300 NR NR NR NR NR NR " iT-4 PRESTRESSED N.R. 18$ 1T-4 PRESTRESSED " 187 329 305 451 687 680 we 1121 M13 t739 2D47 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R NR NR NR NR NR NR 19' 4' PRESTRESSED N.R. 148 19'�' PRESTRESSED 182 2B8 349 430 513 595 2x 73 959 1200 1467 1778 1e8 428 62.1 803 950 1098 21'4' PRESTRESSED N.F;L NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 x1 454 527 ISO 596 $33 I6x 1160 1468 142 373 537 e90 8+e 943 220 PRESTRESSED N.R. NR NR NR NR NR NR 274" PRESTRESSED N.R. 118 22'-W PRESTRESSED 137 226 290 369 428 497 1e6 No 784 992 I= 1x1 137 30 513 60 779 900 24'4• PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 724 174 245 302 38D 418 120 460 664 824 1014 1147 724 319 485 681 687 793 -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 SE' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesW%mup.com L AA #: 0003325 g d o a d s1 mxv. a LOT14 ABBOTT PARK LOT #42 BLK #7 PRO TIP 04181.000-42 71 3[ODmu 3EEB "2260—ELSTON" GA1AAGN 81R'ING: LEFT PAGM SAFE LOAD TABLES %160 MPH EXP. C A AI NO PVMM .9 DATM 09/21/21 OCALM 1/4"=1'-0" slim= S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 12"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2` HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILLALL 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 VWTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4' . 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM C-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 FORALLTRUSS 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 aim 8 BASE PLATE OR MARK CR DESIPTION REINFORCEMENT REMARK 4x4 (3 1/Tx3 12") HTT4 W/ 5/8" DIA. x 5" EXP. of SYP. PT, WOOD POST SOLT ® 4x4 (3 1/70 12") ABU44 W/ 5/e" DIA. x 5" SYP. PT, WOOD POST EXP. BOLT r-------- FIRE 1 3/4" SUB FLOOR �` 2X4 NAILER FOR DRAFT PRE-ENG. STOP FIR. TRUSS 19 - M ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOODL DRAFT STOP ail PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS 98 Mi 3' I e n n n 1n - �� jI� (I u11 1. 11 u 1. 11 11 11 11 It it II II II 11 1 11IIIIIIIIIIIIIIIINIIIIIIIIIIIIIIII�� II II it II II II I II II I II II II II II II II II 11 II II II II II it II II II II II II II II II 0. II 11 II II II Jill II II II II IIFJ,II II II II 11 11 11 IIFJ31I -11 11 _II 11 IIFJ211 II 1111 11 ifII II �N--If-1� II II II II II II II �I I� J I 4 u u I n u u u u B u D 11 I 1 `ffi=��1�--N� II II II 1��1�� II II II II II II II II II III, II II II II II II II II II II �H I I I II I II II �I II II N II II II II II III II II 11 11 IIII IIII III '" II II II II IIt II II II Jill 11 II II II II 11 4 MOD BEARING 11 11 11 11 III N II II II rl I I I SECURE 2X72 HDRWALL W/ SYP NO.2 II I STUDS II !1' IITO2XDHD:MTS TOP OF WOOD BUW/(14).1421� 0 STD NAILS II II I I II SIMPSON LGUM46-SDS W(4)WALL EL 8'8 3/8'. X 4" TITEN HD ANCHORS TO CMU 8 (4) 1/4" X 21/2' SDS BM1 SCREWS TO BEAM HJ7 = DBL STUDS __- 4 HJ10 HJ7 HJB 2 PROVIDE DRAFTSTOPPING SECU 12 HD _= ALONG THIS TRUSS AS TO === TOL -20 LIMIT AREA TO 1000 S.F. W/(1 BL PER FBCR 502.12 NAILS STUDS C1G to SIMPSON HU26 W/(4)1/4'X I _ 2 3/4" TITEN 2 ANCHORS TO - CJ3A CMU 8 (2) 1Od X 1 12" GALV. 1 4 EJ4 n iq 1 0 NAILS TO TRUSS e _______-___-___ II -- -°.-- CJ1A I PRE FABRICATED (JOIST -- 98 106 3 _ I y`4r Q 24" O.C. MAX 1 1 1 O u - - - - - - - - - - SIMPSON HETA 16 W (2) 12" WOOD PANELS ❑___❑ FJ4 L-------------- FLOOR FRAMING PLAN SCALE: 1/4" - 1'-0" JJOIST 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesi8n8roup.com AA A: 0003325 y g P: 8 b o O 3- sum a LOT: ABBOTT PARK LOT #42 BLK #7 1pno" CT* 04181,000-4 071 HODELI 3EEB "2260—ELSTON" GARAGE SYMMS LEFT PAGE: FLOOR F PALMAINNG 160 MPH EXP. C 2 XT—j& 09/21/21 sCALE: 1/4"=1'-0" x1mcm s3 A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x l '.NAILS TOTRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TOTRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA10 TRUSS ANCHORS WITH (12)1Ed x 3 ?' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 17O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x 4", 6", 8" x 4'-0" MAYBE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" OlC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LEIS (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) 1 a 1 b 1 c TYPICAL TRUSS/ SCALE: 34"=1'-0" GIRDER CONNECTOR(S) 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 8E103 8101®tB 71aEN•dA6 4500 3A"WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 518" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 12" GYP. WL. BD. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. 4 I -JOIST CONNECTION @ L.B.W. SDALE:3/4,=,._a. (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM.- PLATE DEPTH 1/4-D —HOLE EDGE>5/8' —HOLE DIAMETER < 2/5'0 SGL. STUD HOLE EDGE>5/8" HOLE DIAMETER < 315-D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-a' ENGINEERED WOOD TRL ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 - TRUSS ANCHOR WITH (9) iDd x 1 % NAILS TO GIRDER. PROVIDES' MINIMUM CONCRETE EMBEDMENT, USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP #27'x 4", 8", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. Syr `WITH LITEN D (4MPSON WITH (4) t" x 5" TITEN HD TO CIVIL AND (12) SOS TO CIVIL ANDTIEDOWN2)SIDS t' x 2 t' TO GIRDER J�LNJ B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x 5" TITEN HD TO CMU AND (18) SDS *'x 1 x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/16d (2) j' x 5"TITEN HD TO CMU AND (18) SDS }' x 3" GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAMENSURE THAT CELLS ARE GROUTED 12, O/C E S SSCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 02?aS2b F2c TYPICAL ROOF BG1LE 34- a GIRDER CONNECTOR(S) mm B�t783t81DCK THDORAB 4500 3/4" WOOD PANELS B000 (2) 12"WOOD PANELS BO (2) 12" WOOD PANELS BO 2xLUMBER LSTA12 20 GAUGE W/ tOdX,,2 HDG COMMON NAILS. EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK HT74 W/ 5/8' A.B. WITH LA MIN.7"EMBEDMENT TO SLAB 8 (18) 16d x 2-112" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB a. .a . . a 4 5 LVLMOOD POST CONNECTIONS SCALE: 3/4"=1' 01' A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 1 Od GALV. COMMON NAILS 70 HEADER FL#17241 8 - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"0 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C_ SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4- WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)1Odxl-12' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4!' WEDGE-BOLT/J-BOLT, S' MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/111 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12" GALV. NAILS TOJOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 0SCALE: 6-0" MAX (1W1X4) OR 1V-a' MAX (VJItl(4) T MAX., OR 2x4 BTM. CHORD BRACING 1(Y-0" O/C MAXSECURED W/(2) 1Od COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POUREDLINTEL tx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR BTM. CHORD BRACING V SCALE: 3/4"=1'-a' PERPENDICULAR TO I -JOIST 2) 2X12 24" MAX. W/ 24" MAX. W/ S. MAX. END SYP. P.T. OF SHEATHING 1401ST IJasT SPACING' FRONT SEE FRAMING PLAN TYP TYP LEDGER*REAR END OFLEDGERBOARD(2) 2X12 SYP P.7. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS BE USED PERPENDICULAR W/ 2" WASHER & 512' LEDGER WITH IJOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 24" MAX W/ 24" MAX. W/ B" MAX. END SYP. P.T. OF SHEATHING SEE FRAMNG PATYP. WoIST WOW TYP. SPACING LEDGEREND FRONT40GER OF LEDGERd BOARDd 2X8 SYP P.T. 1/4"X6" TAPCONLEDGER BOARD TO W/3" MIN. EMBED BE USED PARALLEL TYPICAL LE TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELL8,8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'A". 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE wLE DDIBTANIf C@RRALspmm A DOUBLE SYP 2x8 1/4" 8" 24" O/C MAX. B DOUBLE SYP 2x12 (2) 314" S. 24" O/C MAX A. FASTENERS FOR PARALLEL LEDGER SHALL BE 114" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 1W EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS WOOD LEDGER DETAIL (I -JOIST) 1 V SCALE: (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X' BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE ® CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER —� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTA7 4'-a' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W/ 12" DIA ANCHOR BOLT W/7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37' OU MAX SECURE GABLE TO M P.T. PLATE W/12d58' O.C. MAX CONT. 2x4 SECURED W/ (2) 1Od's C EACH TRUSS TO BE INSTALLED 10'.0" O.C. MAX BLOCK WALL W/ GABLE END PRE-ENGID TRUSS scALE:3/4"=1'-a' 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 TOWND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS 6CALE:-'=V-a' S I 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.dom AA #: 0003325 : Z ap (• R Bvsaiv as LOT: ABBOTT PARK LOT #42 BLK #7 PROJWT# 041 1.00 —42071 "moDam, 3EEB 2260—ELSTON" CFA3tAds Bwn�o: LEFT PAGI: DETAILS —JOIST) 160 MPH EXP. C SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING JOIST LVL SIMPSON HOW/ (8)8d COMM ueu c EACH END PLATE STRAPS VJI tOdx 1 112" HDG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0' 8" CMU WALL REINF. PER PLAN PER ELEVATION J. ; PER ELEVATION 2.4 P.T. CEILING NAILER W/ MASONRY NAILS 12' O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O.C.; AS SHOWN #B WOOD SCREWS DBL. 2X8 SYP #2 LEDGER. x 2" LONG 3" O.C.{ [STAGGERED SEE FLOOR JOIST LEDGER STAGGEREDOFF 10/S3.1A CENTERLINE 8" CMU WALL >; c 3/4" AS SHOWN [SCHEDULE, J' X 6" TAPCONS REINF. PER PLAN Y1' PER ELEVATION IJOIST (SEE (SEE FRAMING PLAN) n .__ FWOISTRAMING FRAMING PLAN) PER ELEVATION 2a•• MAx. (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS a 17, O.C. BOLT SCHEDULE, 10WAA SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL SCALE: 3/4"=1'-0" 1X2 FIRE -STOP SECTION DETAIL AT WOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 SCALE: 3/4„=1'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-(1" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) Q 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2.6 PT. PLATE TO BLK W/ TRUSS PLAN • �"t'-,, 7RM TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 7' k A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 8' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37OC MAX B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2.8 P.T. U < 1420 LBS W/(14) 10d BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING SINGLE CONC. POURED BTPLATE TO BE PT. LINTEL COURSE PROM. VIDE DBL. TOP PLATE • PROVIDE BLOCKING O• SIMPSON SPH4 OR SPHB BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 7' CONS. 2x4 SECUREDLEDQOd's�EACH 10d xX WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 10-0"O.C. MAX EPDXY 5-1/2" EMBED. MIN. 16" '� Oa '� Ob '� OCi OC MAX. SCALE: 3/4"=P-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL °` 8 • TRuMTOPmCONrECTIM SCALE: 3/4"=1'-0'°• A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. # E B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SOS,(1)5/8—A.T.R. TO HDU4 AND(10) 14" X 21/7'SDS TO POST TRUSS CONNECTION @ L.B.W. PDSTTOSLAB CONNECTION `tea `�lJ SCALE: 3/4"=1'-0" A8B - SIMPSON ABU44Z POST BASE <U:1,900 GS,680 W/ 518 DIA x 8' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6" EXR BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN, T' EMBEDMENT TO SLAB 8 (26) 16d x 2-17 NAILS TO POST. 1441 N. RONALD REAGAN 13LVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com AA M: 0003325 b i r0 a r S N O>saiv ae LOT: ABBOTT PARK LOT #42 BLK #7 PROJECT* 041 00-4 071 moo" : 3EEB "2260-ELSTON" GARAOS lllFWQ: LEFT PAGEL DETAILS (I- JOIST) 160 MPH EXP. Cl L AR NO 93723 A DAB 09/21/21 01CALM 1/4'=1'-0" eHmm" s3.1B 21'-8" 4 4 2.1 Y 0 O T70P OF DECK 4 a OPEN L=------------ =J �4 ro N 'v 91-0" 2' 8" 5'-1' 29'-B" SECOND FLOOR DECK PLAN SCALE: iW =,'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407-774-4078 www.abdesWngroup.eom AA N: 0003325 4 MMOIN ABBOTT PARK LOT #42 BLK #7 PAOJZ4CT* 04181. 00-42071 MODEM'S 3EEB "2260-ELSTON" GARAOR 071WO* LEFT PACE: SECOND FLOOR DECK PLAN 160 MPH EXP. C ND A AR N DATM 09/21/21 SCAI.Ih 1/4"=i'-0" SIiEET S4 a LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. ❑a AND QUANTITY PROVIDE ix LAP 70 OCCUR OVER STUD WOOD OR 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER n W/ 16d COMMON NAILS, 2-ROWS, 6' O.C. a SHORT 2x STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLYABOVE 3/4" DIA. x 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WINDOW 1I , �� r WASHERS PLACED 16' O.C. 4" MIN. CONC. EMBEDMENT SECTION AA a SHORT 2x STUDS BENEATH WINDOWSILLS 2x MID -HEIGHT BLOCKING b i AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END 6 SIZE AND QUANITY PROVIDE 1x WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10dx 1 i/T' O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES d'MIN. OR SPH8 TOP & BOTTOM TOP PLATE SPLICE STUD PLATE TIES W/ 1 x 1 AND NAIL W/116tl COMMIX) 1/2" GALV. COMMON NAILS NAILS, 2-ROWS, ,C. (AT EACH STUD) FILL EVERY HOLE. DO NOT USE 3" LONG NAILS e � BTM. MEMBER OF TOP —� LM( �i�R. PLATE SPLICE MUST LSTA18 W! 10dx3" GALV. COMMON JI OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO TYP. ONLY FL#17244 JACK STUDS EE SCHED OR # STUDS UNDER HEADER b SEE SCHED FOR # FULL HEIGHT 2x STUDS 3/4" DIA X 8" MIN EXP. BOLT W/ 4" �O 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYP. 32' O/C 6" MIN CONC.EMBED. TYP. 16" MAX. DBL. TOP PLATE CONT, 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 12" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 18d COMMON NAILS, 2-ROWS, 6' OA (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 18d COMMON NAILS, 6' O.C. (3) 2xi2 HEADER PROVIDE DBL. TOP PLATE 1/2' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — — IO.0 � N 2a10'a 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/7' PLYWOOD FILLER(S). NAIL ALL TOGETHER W918d COMMON NAILS, 2-ROWS, 6' O.C. SINGLE BTM. PT PLATE LAP TOP PLATES AT CORNER, C-C SPACING 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END 16" MAX (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3' O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x8 (2)2x8 (3)21c8 (3)2x10 (2)2x12 (3)2x12 $M73PApND01&'OA. 8TW8?ACNfi®2PO.G 0-2R N y2x6 x < 2 2x4 2 2x4 2 2x4 (3)2x4 SPAN KINGS SPAN KINGS 2x8 (2) 2x8 (2) 2x6 (2) 2x8 (2) 2x6 (2) 2x6 (3) 2z62x4 3-4R 0-2R 3-4ft 1 2 0-2ft 3-4R 1 2 2x4 2 2x4 2 2z4 (3)2x4 (3)2z4 2x8 2xe 2xe 2 2z8 p(2)2 (2 2x8 (2)2x8 (2 2x8 5-6ft 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5-6ft 3 5-6ft 2 2x8 2x6 2x6 2x6 (2) 2x6 (2)2x6 (2)2x6 7-8ft 3 7-8ft 3 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x47 - 8 R 9 - 16 R 5 9 - 10 ft 3 2x6 2x6 2x8 2x6 2x6 (2)2.6 s - 1 o R 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10 -12 R 5 zxs zxfi axs 2x6 zx6 2x8 2x6 zxs 10-12 ft 2x4 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2x8 2. 2x6 2x6 2x6 2x8 2x6 2x6 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE, 3M„=1'-0„ 16" MAX. �f PROVIDE (3) STUDS @ —NAIL STUDS —NAIL STUDS --' CORNERS LAPTOP TOGETHER W/ TOGETHER W/ PLATE MEMBERS 12d 0 12' O.C. 12d 0 12- O.C. PLYWOOD SHEATHING SEE PROVIDE (3) STUDS @ PLYWOOD SHEATHING, "ROOFANALUFLOOR SHEATHING CORNERS LAPTOP SEE"ROOF/WALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 'ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE' C2 D PROVIDE (3) STUDS CORNERS LAPTOP PLATE MEMBERS J 18 MAX n �1= `'`1 EXTERIOR MASONRY / WOOD PROVIDE (3) STUDS Q —x CONNECTIONS CORNERS LAP TOP PLATE MEMBERS PLACE 30# ROOF FELT BEHIND 2 SCALE: 1 1/2'=1'40' VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d @ 17 O.C. 1/2" DIA. SIMPSONTITEN 1/2" DIA. SIMPSON BOLTS 5" MINIMUM TITEN BOLTS S' MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALUFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE' 16" O/C, VERTICALLY MAX IS" O/C, VERTICALLY MAX CO l,J NAIL STUDS TOGETHER W/ 12d@ lTO.C. • SHEATHING ON INTERIOR OR A B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2,4 WALL PLACE 30# ROOF FELT (1)Zx TO BLOCK ON 2x4 WALL (2) 2x TO BLOCK ON 2x6&2z8 WALL BEHIND VERT. STUDS SO AS (2) 2. TO BLOCK ON 2x6 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) J.441 NWBLVD. ORD,REA'750 PH:407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 d x F aUDDIV. ae LOT: ABBOTT PARK LOT #42 BLK #7 Fwoj CCT* 04 81000-42071 HoDr.0 3EEB "2260-ELSTON" oARAGZ BWMGt LEFT PACZ: DETAILS 160 MPH EXP. C 22 NO ...,`r'7 J D TM 09/21/21 sign= S4.1A SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" .1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.mm AA #: 0003325 h C s 4 aumm a Los: ABBOTT PARK LOT #42 BLK #7 PROJWT/ 04181.000-42071 MoDzu 3EEB "2260—ELSTON" OAP-tOZ BVnNC a LEFT PAGm: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C RPLW A ABOtlOF0.MA AA NO 9WM DRINT w09/21/21 scALm: 1/4"=1'-0" slimmT S 4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA78 WI (9)10d x 1 iQ"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CREIE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER C 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK OH��PeT10N REMARK O(2)210 (2) 2X12 BEAM SCHEDULE ® INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/T.O.A=TOP OF ARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Ps0 SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8.16 1 (1)#5 (1)95 N/A GROUTED SOLID BB2 MASONRY 3000 8.8 EE (1)N6 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774-4078 www.abdesigngroupmm L AA M: 0003325 0 g oulwiv. as LOT: ABBOTT PARK LOT #42 BLK #7 Pno"=T# 0418 .000-42071 moDz1w 3EEB "2260—ELSTON" GARAOX 8WOM. LEFT PAGIM SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C D � 09/21/21 »QAxm 1/4"=1'-0" slagwr S5 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAI6VW(9)10dx 1 12"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2500 LBS SHALL BE FABRICATED W/ A 2xe BTM, CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS VViTH THE ARCHITECI URAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" SEA 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngmup.com AA 8: 0003325 J w s ra rr B O Ni I I J ounDIa Lem ABBOTT PARK LOT #42 BLK #7 PR ROJEQT/A 04 81.000-42 71 MODM . 3EEB "2260-ELSTON" GARAGE BWEWCk LEFT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C x ROOF WIND DESIGN PRESSURES x` NET (GROSS) ASCE 7-16 ZONE 1 =61.20 PSF (71.20) ZONES = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF (80.70) ZONE 3e = 82.90 PSF (92.90) ZONE 2n = 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (100.80) ZONE 2' = 82.90 PSF (92.90) "A"= W-D" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32'STRUCTURALSHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19132" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS@4"O.C, EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/INROF GABLE END. ROOF/ WALU FLOOR SHEATHIN G G FASTENER SCHEDULE SIZE HEAD LENGTH CIA TENSILE STR, SHANK ASTM 10d RING SHANK, 2 12" 0.131 F1667 SCREW SHANK 170,ODO RING (1620 RINGS RSRS-03 8d RING SHANK, 2 3/B" 0.113 F1667 SCREW SHANK P-ER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/6' 0.113 F1667 SCREW -NAILS RSRS-01 y EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF 8MEA7HN1 ATTACHEMENT SPACING ZONE 1: 1Od NAILS 0 4" O.C. ON EDGE AND 6" O.C. INFIELD ZONE 2e, 2n, 2, 1Od NAILS (M 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHAN K GUN N 64•GC. TOP 4 BOTTCM EDGES P yo i3 TYP, EXT. SHEATHINGATTACHMENT RAFTER OR TRUSS ROOF SHEATHING m U BUILDING LENGTH I, � X- ROOFSHEATHINGLAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADUL DROPPED TRUSS 2.4 #2 SVP OUTLOOKER RAFTER W/BLOCKING @ 16"O. C. IF NO DROPPED GABLE END, ATTACH 2,4 #2 SYP BLOCKING Q 16" O.C. FIRST 4 BAYS W (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE - 10d RINGSHANKGUNNAILS SEE "ROOF SHEATHINGATTACHMENr TABLE FOR FIELD SPACING ` L#8 2" DECK SCREWS 0 6"-8" O.C. MAX 0 EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33fC33M. MNUMUM AGGREGATE SZE SHALL BE 314'. SHALL IN CONJUNCTION WITH JOB SPECIFICATIONSAND WOOD: STRUCTURAL DRAWINGS BE USED ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE SGIOSSE3 TO EARTH ORWEATIER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAAPBR®3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402J602-16 AISI SPECIFICATION FOR THE DESIGNOF PROVIDE E MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLPB80N140UW WTBEINDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WTH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEAID WITH ADHESIVE THE . PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK SHALL BE RATEp TETRAHEDRAL RETENTION E LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM MAILING PER FBCR WAWA, 7ih EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #Z THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS W�DED WIRE MESH' AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM Al 064/A1 D64M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WELDED WOOD TRUSSES: TEMPORARY BRACING, GUYS OR TIE -DOWNS. TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WTH 2' CHAIRS SPACED 3'-0° OC EACH WAY. • FOR SPECIFICATIONSSIGNED TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NASS DESIGNS DESIGN SHALL STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRIES DESIGNS REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. E SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. FOR S O DRAVA GS. DO NOT SCALE DRAW NGS. 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. AS A615A61 M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 REBAR SHALL BE TM 5 G B MEETING THE REQUIREMENTS OF ASTM A146/A446M, GRADE A. AND SHALL BE HOT-0IPPED GALVANIZED. GRADE BO 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 WTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDROOF: LIVE LOAD FLOOR: LIVELOAD 40 psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD-nonconcunent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' 10 psf STM CHORD 4lonconcurrenl #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990. 18 pat TOP CHORD 20 psf TOP CHORD (7 pef ASPHALT SHINGLES) psf W N. GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10pef TM CHORD 5 psf BTM CHORD B 5 p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL A7 THE TOP AND BOTTOM WTH DEAD LOAD TO RESIST W ND UPLIFT: IOpSt MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF& FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED 020) MPH EXPOSSUU SECOND GUSTRE C, RISK CATEGORY II) (ASCE 7-16 (FBC R2020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 3Dpsf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECKS: GUARDS AND HANDRAILS: GUARD COMPONENTS: PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION N SUE, OM: 4 ROOMS: VEHICLE GARAGES: SOpst, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: AGE MASONRY: PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40pef MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WILLS SHALL BE NIHOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCCEE WITH ASTM CAD GRADE F. = WALL PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. I ON UNLESS TH R SE NOTE LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE RUNNING BOND E O E W D AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. OF S A OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. !N ALL INSTANCES, THE CUED P V INIMI ASTM C178 AND SH41. RO _. E A M.. _..JAL COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESG L D THER IN DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED Wq A SLUMP OF 8" TO 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 FBI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM 0-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS 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 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TEPACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5-4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURNG, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM OMEN WATER IS ADDED TO THE MIX UNTIL 1T IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES THE CONCRETE SMLL NOT BE PLACED. IT %ALL BE THE REWONSSUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE MID THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBNRSRALL BE AS FOLLOWS: A 3° FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) R FOR CONCRETE EXPOSED TO EARTH ANDORWEATHER 1-11Y FOR #5 AND SMALLER Y FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy =36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE-nLLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JEOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUGTIIXJ SIZE SPADNG REMAPot3 APPLIGTION 912E IttPE SPADNG III REMARKS 14 PT FURRING TO MASONRIICONC. CASE HARpENEDCOIL NALI 1/Y LONG. e.� GARAGE DOOR BUCK TO MASO.-ONC iM"qA NO WASHER MASDIAV STENBt 8" EMBED 'ENDDST, a1E2"EDGE 4•DIET SGD. AL. DR. DOORS CASEHAFD EDCGL 9'OA: WMOOWIOOOR/FASTENED GARAGE DOOR&ICI( B92gA OR 160E (YB'DW x'EMBED., x'@Dg9f, I. PT, 9EENOTEB NNLI IYl'LONG. STAGGER® INTO www"GONG T. NABGNRYKDNC. w1NM9NEN f%PAN51pNB0.i b"Ox; (1IY'DII) 3'EOGE DxST. WIN- CASE WnRDENEDCOIL 9°oc WINDDWIOOORIFASTENm METAL STI-70 CONTACT THIS ENGINEER FOR SPACING 1x PT, SEENOIEe AL I1n•LONG. STAGGERED I-wcoWc. REQUIREMENTS E%T. BWMG OOIXt No)3116°gA TAPOCM 18..m ttn-EMBEDrENG BUCK 3z PT, bEENOTEe Wg9HEt FABTNEV DUST.,11.EDGE— T TO WINDOW BUCK 0138'PAFx31IB" 9" A"END. DIST.,11/Y P SNEELOJL.,SE I.,= STAGGERED EDGE CI9T. OmA WI NOTIBB ILES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUN PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME, 1x MEMBERS ARE NALEDAND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-774-4078 wwwabdosigngroup.com AA IY: 0003325_-- C � O QUALM. & LOTS ABBOTT PARK LOT #42 BLK #7 PROT* 04181.00 —42 71 HODZIA 3EEB "2260—ELSTON" OAILAGN 8WDa3k LEFT PAGE: DETAILS %160 MPH EXP. Cj SCALE: 1/4"=1'-0" DIEM= s N1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED' THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® F. FASCIA WOOD BOARD BY OTHERS 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL FIT 10 HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO HANNEL 30 WOOD) IN J-CHANNEL SLOT �-8' MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) WOOD BATTEN 10 STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS _#8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. HANNEL 3O J' MAX.-0I b- DETAIL D O STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT�I 30 J-CHANNEL-/ k' h 1'1CTA 11 C J-l� fl/'11 V I V C L BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JO J BY OTHER EMB. WOOD BATTEN OFFITO DETAIL B J-CHANNEL ( k" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS FIT O 11 1X2 WOOD BATTEN 2X2 WOOD BATTEN 10 O SO' NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) qX. CONCRETEICMU OR WOOD (NOTE 1) TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN V SPAN'L AVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION SAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 30 J-CHANNEL i„ DETAIL C J-CHANNEL -TRUSS/JOIST/RAFTER BY OTHER 2-1l4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT 6O FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. i'•• •• 1.3.519 iii:i+::•. •i?::iii• •:=+riiiiii' 375 .375 ••+iiik: :•— .4 3.625 3.625 .6 5 08 .0ii3 12 i v v DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774 4078 www.abdesigngroup.wm AA #: 0003325 h 0 aLTHDIV. Ae LOT: ABBOTT PARK LOT #42 ELK #7 Pm"=T#I 04181,000-4 071 >lcoaz;sl.: 3EEB "2260—ELSTON" GARAGX 8TfltM: LEFT PAGIM SOFFIT DETAILS 160 MPH EXP. C acAxm:1/4"=1'-0' arszaw SD1 �y�� 3 2-5'q -Z L-