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HomeMy WebLinkAbout7602 Broad Pointe Dr99 2a 960-3EEB—ELST-ON9 I � ta"Ay- L , A��. " Y �I "091 ��1l4 T` � 1..a 9•e J HOMES GOB �y�p,I,M���- 12602 TELECOM [)RIVE, TAMPA, FL_ 33637 w Tel- (813) 740-9720 Pax: (813) 740-9715 STATE OF FLORIDA BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -�AM UM OWE, usmzN ul, ryp1MUM /Ln ZDMN `2=, -u,I,1,i, ND STATE CODES ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS �T ADJUSTABLE NIX. � � = DATE DESCRIPTION OT/IO/TI 2-STORY CMU CONVER510N ARCHITECTURAL SHEET DESCRIPTION O1/124 BID SET ISSUED DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL„ GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CIA33 B -BASIC WIND SPEED - Vult=180 MPH Vasil=llh MPH EXPOSURE:� RESIDENCE _ C -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL STATE CODES BD BOARD GE MIN ` ME A THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT 0SCALE CLR CLEAR G.c. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON CUT. CDE A CTILE RYER E PHONE Y PLATE DBL. DOUBLE PLYWD. PLYWOOD D.O. DUAL GLAZED PRAND DIA. DIAMETER P.T. PREssURETREATED DD SP. DISPOSALL DDAENSION &AD. RRADIIUS ER DPDEEP RA.G. RETURNAIRGRB.L DR DOOR REP. REFRIGERATOR Ds. DOWNSPOUT RM ROOM DTI. DETAIL RO. SOLID OREEXT D.W. DISHWASHER S.C. ROUGHOPEINTDR FA. EACH S.D. SMOKEDETECTOR ELEV. ELEVATION SH. sINGLEHUNG ER. EQUAL SHT SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.c./Fx. Fu�DGLAss sIM. sH.nIAR F.c. FUEL GAS SL. SLIDING FIN. FRmSH SL.OL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL F'DR FR>RENCHDOOR SECTION OOTING TEIAP DGuss GA. GAUGE THK. THICK OAR.DISP. GARBAGE DISPOSAL T.O.C. TOP OFCURH O.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER TYP. TOPOFSLAB GL. GLASS T.O. TYPICAL PG CI -COVER SHEET PG GN— GENERAL NOTES PG AI —FIRST FLOOR PLAN PG AlA—STAIR SECTION/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-ELEVATION 'G' FRONT &REAR PG A4G-ELEVATION 'G' LEFT & RIGHT PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN Ml-FIRST FLOOR MECHANICAL PLAN PG DI -SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG -DETAILS PG D4—PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAB-WALL ASSEMBLY DETAILS OM,10 2011 FW UPDATE 02A" STONE ELEVATIONS ADDED 02/5/I6 CONSTRUCTION DOCUMENTS ISSUED 04116A6 I FOOTWj REVISION PER M. 0=6 I -JOIST DETAILS 4 FRAMING PLANS PER M. DOWE8 CONSTRUCTION DOCUMENTS RE-I5"P BOLLARD DETAIL REVISED t-A4AB„CZORPORATE DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 511A STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.". CALC. S TRI," ID'S ADDED TO FRAMING SHEETpG PLAN MAINTENANCE STRRLIVMG 90� BQ.FT. 2ND PLR LIVING 1,353 SQ. FT. TOTAL LIVMG 2,2" bQ. Fr. GARAGE 453 6Q. FT. ENTRY 64 6Q. FT. TOTAL 2,111 64. FT. PATIO w a$a PT. REVISED LINTEL SIZE a ENTRY 0446/IS UPDATED LEDGER BOLT SIZE 4 SPACMG 064VA ADDED LED LIGHTS a KITCHEN 4 BATHROOMS PER MAW, 5=6 0543/19 LEDGER BOLT SPACMG REVISED 1"AS ADDED 50'D LAYOUT CV&70 REPLACE u5P CONNECTORS WITH WINION CONNECTOR 03/M0 REVISED DETAIL ON 514EET D2 OPT. V-o' CLG. HGt MV140 REVISED STAIRAN CASE D STAIR SECTION DETAIL 06/2140 PANTRY DOOR REVISED TO 2-6 OPT. V-0' CLG HST. „21 o, ,NPDAE STRUCTURAL SHEET DESCRIPTION PG S1—FOUNDATION PLAN PG S1.IA-DETAILS PG S1.1B—DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES H.B. HO msoARD UNG uNSIWISE H.C. HOLLOW CORE VT VAPOR PROOF ProR HEADER W. WASHER HOT. OR Hf HEIGHT W/ WITH INSUL. INSULATION WD WOOD BIT. INTERIOR WDW WINDOW wi{ vWRRO `HT�mo DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUHDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.1A-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIUNG OR EXPLANATION IN ORDER TO BUH.D THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1B-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S4-SECOND FLOOR DECK PLAN PG S4.lA-DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S4.2-SECOND FLOOR DOWEL PLAN RFYa IN WRITTEN/DRAWN FORMS IN A TIMELY PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES MANNER. AB DESIGN GROUP TAKES NO RESPONSMUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE SEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG S5.lA-SAFE LOAD TABLES PG S8-ROOF FRAMING PLAN PG SNI -DETAILS oNSTRUCTION BASED ON THE DRAWING SET. PG SDI —SOFFIT DETAILS 1441 Ni RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744076 www.abdeslgngroup.wm L AA #: 0003326 I; $ �JIM i 4 m SL7]BDIv ae LOT ABBOTT PARK LOT #32 BLK #12 PROJECTIF 04181.000- 32121 MODELe 3EEB "2260-ELSTON" GARAGE 19NiNG: LEFT PAGE: COVER SHEET 160 MPH GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 8TIE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN I W INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS, 3. AS PER SECTION 11302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN f INCH GYPSUM BOARD OR EQUIVALENT. B. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES T CONTROL IEROSION A P 0 CO SOLS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/,' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. MUM WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISM 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, 112"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-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.I. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112' GYPSUM BOARD. R302.7. EXTERIOR CEILOM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003326 � 1 � 14 o � o R aUDDIV. & OAT: ABBOTT PARK LOT #32 BLK #12 PROJECT* 04181.000-32121 MODEIs 3EEB "2260- ELSTON" GARAGE OWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C aCALE: 1/4"=1'-O" OHEET GN 29'-A, I %s ROOM r: li I71 to . I. QI 19 II \ st ��r• It ®� , f � �I aaD oI 4 j/ • • • toat 42 to _ - RISERSall am 15 „ "a.., - STUDS POSTJ- II of It a 14 GARAGE to U ' q 411 of .% If II % of %% C% % %% I-1 411110 ollo a I FIRST FLOOR PLAN SCALE, 1/4' " I'-C' Sil CALL. S IST PLR LIVINGS wi 80. FT. 2ND FLR LIVING 1,353 SQ. FT. TOTAL LIVING 2,260 8GL FT. GARAGE 453 80. FT. ENTRY 64 60. FT. TOTAL 2,7111 8Q FT. PATIO 80 SQ. FT. COU'OIW AND OLADl=IND L0P= BA9C NND EAFOIIIE FOR 8 »BCOID 011118 01"m Sam ME NONFHMO(Nb RBW10 AICIR'E FOOTME MIN. WINDOW 10 5 31/-5D CRITERIA EXTERIOR SWING IS 5 36/-41 OR MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA Ii O.H.D. 112 5 31/-35 12" 12' SOFFIT 1 5 313/-411 BASIC WIND SPEED MPH = 180 (Vult) INTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CAT.=U, EXP.=C, MEAN ROOF HT. 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OON1110. 011T6OI/Olib NOTE, -2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR lW RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LEGS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN KYI2.lmm)GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED PROM ALL HABITABLE ROOMS BY NOT LESS THAN Ub'1i5.9mmJ TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 IITN ED.) 302.1 1441 N. RONALD REAGAN Bill. LONGWOOD,FL32760 PH: 407-7746078 FAX: 407-7744078 wwwAbdesigngrou p.com L AA #: 0003325 m 4 �a aUDDIV. ee LOT: ABBOTT PARK LOT #32 BLK #12 PROJZCT# 04181.000-32121 MODEL: 3EEB "2260-ELSTON" GARAGE AWING: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C CIc DBL. TOP PLATE 9 m ABAR DETAIL SCALE: IR'.I'-0' I u c 4 42' HIGH HALF WALL UW CAP (2) 2XV HEADER SEE FRAMING PLAN (3) 2x4 BLOCKING. SEE FRAMING FLAN 3/4' TOO SUS FLOOR GLUED N SCREWED PER FASTENER SC4EPLLE PRE-BNG'D FLOORING (SEE FLOOR FRAMING NOS, STAIR9 RISERS TO CONFORM TO FBCR IN EDITION (2020) MIK TMAD-W MAX. RISER-1 3/4' 3/W MAX VARIATION IN RISERS/(READS ADJACENT TO EACH OTHER "'MAX VARIATION N ANT RISERAREAD HANDRAIL CIRC3ILAR CROSS SECTION DIA TO OE 1 114' «114' OR rpt"DE EQUIVALENT GRASPADILITY WNDEIYS- MN S' W1DE • NARROW DO MN. II' WIDTH • 12' FROM NARROW END 34' MN. HANDRAIL MST. 'ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS. UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. FBCR 302.1. 4 r-(2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OP 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRI OMER WK3PS 3' SCREWS • EA STRINGER UNTHREADED SHANK TO EXTEND EE1'QJD TNoN IaESe OF SUS -FLOOR SHEATHING .5or1 t0 SEE \ ING PLAN — — — — \ NOSING STAIR DATA, 2l` \ 14i READS • \ IV*+ I' NOSNG 2 X 4 RE-INFORCNG • EA 2 X 0 STRINGER SECURE Wad 6'-9' OG. 3-2.M SYP STRINGER REIFORCED WRX4 SPF W/CONT. BEAD OF SUS-PLOOIR ADHESIVE PL-4" OR SIMILARE - EA HORIZONTAL RN STAIR SECTION B SCALE: I/2'.P_®• \ C i \ 42' k UJ WALL WW = V CAP Z tbWI U. fV4' KICC -) PLATE Q m 2X4 ATTACHED W/ IOd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF EACH END. 32' O.C. MAX HANDRAIL s 36' V 2X4 RE-INFOF THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.18.2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1}'t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/9'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 166018.1 / F.B.G. 2020 HANDRAIL SECTION i44i N. RONALD REAGAN BLVD, LONGWOOD,FL32750. PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 R a 9a W O J IA UIBDIV. Ac WT: BBOTT PARK LOT ##32 BLK ##12 PROJECT# 04181.000-32121 HODEIA 3EEB "2260-ELSTON" GARAGE 8TfING: LEFT PAGE: STAIR SECTION/ DETAILS 160 MPH E C PRINT DATE 04/08/21 SCALE: 1/4"=1'-0" SHEET Al 131-21 2'-4- 14'-2' 36IX601 — EGRESS SMK ;AN\ a ;tio-4-00-4051M I In 1 A LAV. LAV. BATHE �11� : ell ,, V-0 CLCL o o .: 04, MEWit - - - — -------- :. 0 BDRM#1 0 W-V CL(L STAIR DATA b RISERS 0 152' 4 TREA 8'-4- .11 Noalws 42' H. HALF WALL WICAP-n titer . ILOFf r y2gg I ATTIC ACCESS o 25-OH 75-514 EGRESS EGRESS 1 51-10, 1 61-10, , 2'-1- 5--4- SECOND FLOOR PLAN SCALES 1/4 - I'-V' 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 4 styal)m 89 L40 ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODELA 3EEB "2260-ELSTON" GARAGE BVIMG: LEFT PACE: SECOND FLOOR PLAN �160 MPH E);P. Cj NI ]DA=. rp0 luNT —4/06. 1 /21 NCJI 1/4*=1'-0" 8*1m= A2 23'-II' BLD HGT 1 Sr— 11'-4' 2ND FLR BR.'s. FKaT. 18'X63' FYPON DECORATIVE >VAROREQUILENT I I V RAISED ( I DA ND 9'-4 3/4- 2ND OPT. COACH LIGHT 4' RAISED BAND —Y�Ill - 1, qL --------------- SHINGLE ROOF 11'-4' 2ND PLR BRG. W.T. 18'XS0' FYPON DECORATIVE 814UTTER OR EQUIVALENT 12 15 k5 !4 3/4' 2ND ,FIN. FLR 4' RAISED BAND (TYP.) IFI 4 ;IEND. FLR R.'s. HGT. AREA OF ATTIC 1425 5Q FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1425/3W 4.75 VENTILATION AREA SQ INCHES PER FT.(144) = 634 SCL IN. MIN. REQUIRED VENTILATION = .5X 694 IN UPPER PORTION OF ATTIC 342 SQ IN. OFF RIDGE VENTILATION AREA US SO, IN. PER VENT 342 /115 TOTAL N OF VENTS REQU RED = 2.97391 TOTAL 101 VENTS PROVIDED - 3 'AREA OF ATTIC IS THE PERIMITEROF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) In' THICK 2 COAT CN'IENT PLASTER APPLIED DIRECTLY TO MASONRY — 4k4' GALV. L'-TYPE FLASWM SET N ROOPNG CEMENT PR'JEItlLA86 SHINGLES WAINDERLANT-ENT AS PER FBCR 2XN, GYP PT LEDGER W/ Wb.IJ. ROOF SNEATHNG TH1000166 IRNW THREADED ROD 32' A6 PER SHEET SW. SECURED PER O.C. 4 UNTHN 6' OF EACH FAGTENER SOHEDULE END MAX. SET N SIMPSON SIMPSON LSU-26 NKAI 6TRENSTH EXPDXY F Mot ( VJ 6' H®_EMBED. 2.6RE SYP R RAFTERS O P-ENS'D TRUSS lF'ER ELEVJ RDOF SLOPE --_ I ELEVATION MN. 11I6' OBB SHEATHNG IX6 GYP PT LEDGER W/ VRhs' THREADED ROD G SINT TO BE. TO 32' O.C. 4 W THN 6' OF ;?1ISIMPSON 2XER0 6 ME03W/ sd NAILS EACH END MAX. SET IN 3' O.C.. 1 ERWIETER HK#1 STIR'NGTMSI`TPSON LUO.26 LLV (4)Wd- 2N EXPDXY 6' MEMBED. TO LEDGER AND (2) I Nd'. CW*ML FOR SOFFIT TO 2xb JOIST OVERHANG DETAIL A SCALE, I/2.1'-0' iv $g `1 �ND FIN. FLR ENGMBERED WOOD TRU611 0 • 24- O.C. SUBMIT SHOP ORALOM SEALED BY PROFESSIONAL ENGINEER FOR REVIEW � CONTRMro 3 ------------ --- - -- 6' - ,L8'-0' I8T FLR B PLYWOOD SINEATNlYi WE STRUCTURAL 2ND R.M. 9WA HST. a (PERNG A ROOFNG AND RASFUNS UV DRIP EDGE PER P?!R WARRANTEE REOWREIENT6 TRIM MAIN L A/4C110N MN! STRIGTVNAL ❑ ep WRAP FASCIA WTH BREAK METAL 1.2.2.6 WOOD FASCIA SEE STRUCTURAL FOR PA6TENgRe 6NlE TNNOI�� VENTED 60WIT PER ATTIC CALCS A0 -0� V2- THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASOtNRT RAISED TRIM PER ELEVATIONS 2ND FLR WhbOW PER PLAN REAR ELEVATION TEXTURED FINISH R RAKE L BCALEI 1/2I'-0' SOFFIT DETAIL SCALE, V4 • I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407.7744078 www.abdesigngroup.com AA IS: 0003325 A4 14 o` p 3t78DIV. & L02: ABBOTT PARK LOT #32 BLK #12 PROJECTQN 04181.000-32121 MODEia 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: FRONT & REAR ELEVATION „G" 160 MPH EXP. C l'-4' 2ND BRG. HGT. FLR _—_—__ I 9'-4' 2ND FIN. F-Li2�.— - — - — - B'-0' IST FLh,� BRCS. HGRT-s --'-- 45 I 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 12 OFF RIDGE VENT �S 1-1;g 2ND FLR. BRG. T. -0' S'-4 3/4' 2ND — - FIN.- F� LR ISTGT FLR H 0'-0' FIN. FLR TYP. Il'-4' 2ND FLR 7-4' 2ND FLR. BRG. HGT. - — - — - BRG. HGT. 10 I I IIB v I I A it i2 _ V-4 3/4' 2ND , S 2 I I ,�12'-4' 2ND Fes_ _ FIR LN FFI LN F IN L, FP- 8'-0' 1ST FLR, _ — _ 8'-0' 1ST FLR B---- - - _ _----------------------------- erg ;;;t7,0 — —0 El I II 0 ( I II 0'-0' FIN. FLR.,h RIGHT ELEVATION SCALE: 114 . I'-V TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746076 FAX: 407-7744078 www.ebdeslgngroup.com AA #: 0003326 Z h � C cAi FO CIts A 9 e SXMDIV. At LOT: ABBOTT PARK LOT #32 BLK #12 PMJWT* 04181.000— 32121 MODZM- 3EEB "2260—ELSTON" OARAOS S'WMG' LEFT PALM LEFT & RIGHT ELEVATION „G" 160 MPH EXP. C ELECTRICAL LEGEND SYMMMOL DEFINITION NOTES —H 26V OUTLET 20 AMP 61AOLE POLE nOV OUTLET ItOV OUTLET N OP OUTLET wpm ro eurtcw �GFI IIOV OUTLET EOUIPED MONO FAUL KIlRE•IER (TAMPER IONSTANT ttFi) 270V OUTLET (4) NOW COMECMC N UDR. UATEIRrRooF GROIND PAf<T i olmeT "repoaNPTER DUTCH Its WITCH 3-SLILY OPER. $4 SMTCw 4-WAY OPER L� APALL PIOIMN v LOW CEILING L16HT © LED CLO LIGHT LED VAPOR ©vp PROOF LOW O 1/P VAPOR room LION OFmcs"FD CAN eVENT. FAN i OPl PER ea PT. FAN aijatlYLIONf I ---FT. VANITYLOW (SRC'1?SO 6Y ", A MIND IRECE66EDVow, (SU PACE MNTJ AWXNV i—� 2' RUONgNwu NT 4' FLUORESCENT N TRACK LOW 0 PANEL db MINTER O�S.D. Won DETECTOR SILtlNQlIIEE MBE w.I DETECTOR WL ®9/CG ST10K! ownD!1[Gi01! cow -COMffiCTEP SHALL ME A DISTAICE OF NOT LESS THEN 4' FROM WALL PIMOANT LOW t e. NARNtAL GM 10- TELOWOI! JAM tlSN P� ACOON ECT �y�EL LyAEIaL aE uR OOMD ORCO OCT GEE Atu a4 TO.EvRIOI mm w ro DOx TO NS SUPFORTED N O J-DOA 4CCOIOANCE YY EON MAPMV AS S" POR AAG BOX N�— CSIL. I.. DACCORDANC6 eY EO( MARKED AS IEUCM FOR manna 24' INCAOEKENT LOW STOP �nnnna 36.INCAIDESOINT LOW STOP nnn® 49, INCANDESCENT LIONT &TRIP FLOOD L— OPT. "C Rtt KEYPAD • Pa now-E om FORcwmw we row • LOCATION OF TV JACKS 4 PHOE OUTLETS 4 FANS TO DE VERN"D P NOMB0024M PIE -CONSTRUCTION MEETING. • ALL. D 4 20 AMP DRAOH CIRCWTS TO SE ARO PAUL7 PROTECTED PER ELECTRICAL PICM610N6 OF ASCR T1iI EDITION (]dM) A N� 710I1 WO17 ®ITIOsI • W AMP DEDICATED LA NPRY CIRCUT. • GR • OLAND DOT ON WTOMIN CIRCUIT) • Om" ASNER DUCON SCT t0 EE LOCKOR IN PANEL • MATIIROOM EM"T FAN TO HAVE MN CAPACRY M 50 CR1 INTERMITTENT PER ELECTRICAL PROA61" OF SECTION MOW3 FeCR m EDITIOA nADCJ. • LANDRY ROOM RECEPTACLE 6NALL DE GAROWD PAALT 0ACUT-NTMOW"R PR TMOTION FOR PERSONNEL ON FEEDER • MONO PETNCO SMALL SE NON METALLIC CADLL• PER ELECTRICAL PRDNNOIS OF PGOJR TTW NO 129=2 • ALL WORK TO CCNPLY WN MAZT 1CAL PRDV WCM6 OF THEPECK TTH so(20001 • ALL HE RSC WALL tlE SELECTED EIY dIiLDE! AND Yaf a Lhawt O MIST to BER4Y BPICIBAT TTP[ PER E= E EROY !•aIRERVdTiOsl (RESKMWIAL SNMftY EI�ICIs4L:Y) 207Al. TUr EDIT101 IR4lfJ METER FIELD VERIFY LOC. PREWIRE OPT. COACH L*14T FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-0' P8. FOR CHIMES PANEI-*A PM8:42 at bra4v VCLTAM 120/24DV-lPh Wft150AI1p MLQ FEUR3MQ)TFVPJ&l-A60j(gin2'C CR3-#40ALTHU &1-#6Cu(Qin2'C W. Pd. Or vmm Oral! amK WIa ONM m 9P Put. W. s6 2 W A.CA4A Wlaa10N)A*06 7� 1 3 2 4 41W NC CU-1 40 1 A8 A8 2 m fig! UM 7 B 6W HmW 25 2 #D MW 2 m DW mm 8 10 15M G9 m 1 #2 11 12 750D tAUOYiRap.aesAM 15 1 #14 012 1 m &ftww%GA t2W 13 14 120 ad.."G1 m 1 912 #V 1 m G9 5A 15 t8 '12M m 1 M2 012 1 m endc.fC ba Mr dlb 0lade AM eW 17 18 15W BIaA H dlMaas. m 1 #12 #12 1 m 9b PpPlsia iW0 18 m 19W 2rtll m 1 #R 414 1 15 GORY Los&fAcgAsdm AYA 9W 21 21 VM Td#Rzen 0. A-0 m 1 02 014 1 m Tdd RrWW.AFa 1230 m 24 8W W.01 Uplft & NA -a 15 1 #H 014 1 15 GWRm AFC) 8W m m 9M Bdm12 ad RenpedeeAra 15 1 #14 (N4 1 15 Bd OOUgN,adR,4tWAM 9W 27 m 5M kooOjM 15 1 #N #14 1 15 Wmu;ttsagwwmu sm m 30 wo &R wbcmAW 15 1 #N 014 1 15 G-dLVb&Pocghtlm Na 9m 31 m 900 G—dUEIs&fb ptW.AM 15 1 #N 014 1 15 G ft & ARl 9W 33 34 S, 35 37 38 Sy. 33 p ep- 1 42 LatlsdAadlodlratl6daaAaletlan/Fro 36M I 2MM Ldtidt.demdhbaf ftfi-/Fro DGTDd R dm CdoAdlaH F�EIMTpF1E: Am: ARFALTCFOJTNT84WM NC NX COPECe'ITLOSD W: GUWFAUTNT844JMR Tdd latlalgadtodfmdeda 57`.00 Fkd 10WO.W.d % 10550 NQld4016 18000 TdKuu- t LWDCA.OJLX10N ISDISEDONAC NONOONCUDM LCPD Td#Ossededlud Wts 39WD isNl ArW(wtls/2gvdsJ 1298 oRI.I� alar'AWrsl�Ed TAU AfC Sq—F.4t I228D GYWW Us &Am 3W/64 R. • 19 8tAl 1235 (bias 6015 CJ�1t T(dIsW16 camel UI&PooNWA 1 101 eml 8015 LED LIGHTING @ PEDESTAL SINK PWDR. 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY MT14 ELECTRICAL PRSVR610NS OF THE � EDIt1ON [2 "). DE LOCAL COS. AND ALL LOCAL POKER COMPANY REQUIREMENT6, D. ALL CONDUCTORS SHALL DE TYPE TH6M/n4kLN U LES6 NOTED OTWERMeE. POTTER COMPA TRANSPOR ER PROVIDE 39A0 CU, TAM • F6 CU IN 2' CONDUIT OR -4AV AL, TMWN . 1% CU IN 2' CONDUIT OR 210 AL. S" (CONDUIT TO TERMINATE ADOVE GOPPIT o OYEP04AM COMDINATION .1. Dm AMP DISCONNECT SMTCH AND OOR40 VY)LT M ELECTRIC METER IN IPNAB[ NEMA 3R ENCLOSURE MLO PANCL DMOBOARP TMOMMOS SERVICE ENTRANCE INTERSYSTEM DONDING TERMINAL AT LOW VOLTAGE C4M#=TRON6 CAN" TELEVISION scm Eeffil'EINTT� DO AMP. 12W240 VOLT, I PHASE SECONOAXV—� I V Ol SERVICE GROLND CONNECTED TO PROVIDE AL SERVICE. 3 9 COPPE R (CU) IN CONCRETE ENCASED FOOTER STEEL PER bCIEOULE SO PVC C40NDUT OR PROVIDE 3 ELECTRICAL PROVI610N6 OF THE PSCR YEW NUM (AL) IN 2"DIA SCHEDULE SO PVC CDttIOA (2o24e1 MA66 SERVICE 16 PROVIDED BY THE COMPANY. COORDINATE WITH THE ELECTRIC S/6" DIA X 6 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX; 407-774-4078 www.abdesigngroup.com AA #: 0003325 U F� C X eunDiv. ae LOT ABBOTT PARK LOT #32 BLK #12 PROJECTp 04181.000-32121 MODEL• 3EEB "2260—ELSTON" GARAGE OWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH Qft C ELECTRICAL LEGEND SYMDOL DEFINITION NOTES -e DDV OUTLET io AIP W4%1 POI.! IIOv OUTLET 'WV OUTLET un w a Qatar W RRRD ro 14 GIN 110V CUTLET EOUt7D Walbo FAIL NTWREt,,AMpM RNISTAU' tTFE) a@ itov CUTLET (u WNW c4w*=rm GPI LXT q "JUT TSIaROOF t SWITCH S10TCN !-WAY CURT! �4 SWITC14 i 4-WAY OPEN, WALL MOUNTED LIGHT CEILMb LIGHT © LED CLO LIGHT LED VIPOR ©vp FROM LOW O vp VAPOR FROOF LIGHT O R CAI eVSNT. PAN I QI'7 FEN, tfA FT. VR(r. PAN UPLIGI(f I QTI FOIL S6 R. V P-L (SPEC'• tOD E7 ® T• i•0LL0 WtN• AlglD ( ) lllllaACE FNTJ AROUND i' FLUORESCENT W FLUORRICONT p --e--�v+ 60 C 4'TRACK LOW PANEL r'ETEIt SD. eM1oKE ��� �WLJISEaIOE I+O USman ORTICTOR WL BANGM cAREGRI HDOXOMN D C0� WALL 09 A DRTANCE OF NOT LESS THEN 4• PAM WALL P&VAR LNHT NATURAL am ► TRUIPHO E JACK SM4 WD�,NOT To N auvam AR COTOI DISCONNOT TEE Au ON ' F� TMJFVMKN JACK NG TO I K SUPPORTED N JQ J-OOx MAN=AS SUC EOx nAJtaD A/ Such FOR aa( CEILN6 FAMYLgHf SYPPR ro`OR AN4GWTWDON MuwmD As aucN POIt MAN= arena 14' NCANDgCONT LOW STRIP ems 36' NCAT L12W STRIP nnnn�nnnn µ• NCANDESCEiT LIGHT STRIP ROOD LIaNr DPr. RR=TY KEYPAD • Pa Fuld-EUrTON mo o*in um PORT • LOCATCN OF TV JACKS / PFIONE CUTLETS 1 FAN TO 0E VERRED • NOM 004M PRE.CONSTRL=WN mon"4 `. • ALL IS 20 AMP ORANON CIRCUITS TO 0E AMC FALL PROTECTED MR ELECTRICAL PROVISION• OP mm TTN EDlrleN rmieJ rum EDUt10N. IMU 20 • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI A ISLAND (NOT ON KJT040N CXCWT) • DISHWASYER DISCOWECT TO 0E LOCKOUT M PANEL • OATH COTS EKHAeT PAN TO HAVE MK CAPACITY OP so ORI MTERIITTE(T FOR ELECTRICAL PROVIMCNS OF SECTION MWo.3 PeeJe Yru EDITION ramie)_ • LAUNDRY ROOM RECEFRACLE SHALL a CROWD PAULT CRCUUT-MTERlQX-MR PROTECTION FOR PEReDHaL ON FQDEItS • alp** tiffrWo SMALL W NON METALLIC CARLO PER ELECTRICAL PROVISIONS OP 14S<a 7TN !O ['Jmiml • ALL. WORK To COMPLY WITH ELECTRICAL PROVISIONS OF THi POOR TtH ®rGRimJ • aLL LAMP• SHALL eE ePJ.eerEe Rr EWI_rxR aND aft OF LIGLITRIG MNT !![ ENERGY ®RCIdT TYPE PER B/IICIENCT) imGD. tUf EDITION R4m4J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4• . I'-0' /'-'------------ LED LIGHTING ® DBL. LAV. BATH 11 RICK` LED LIGHTING C�? DBL. LAV. 15ATH n 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA#:0003326 a gill l ]®� R sUDDIV ae LOT: ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODEL 3EEB "2260—ELSTON" GARAGE OWING: LEFT PAGE: SECOND FLOOR ELEPCLTARINCAL 160 MPH EXP. C 36'w60' I I SHWQ.PAN ------- ® in — L LA z3'-0' S'-6' � I � — I i � vrl¢ vm TUD/ OPT ii OPT. i BFNUZ I� � ��\ I ----------- ---- r I I \��\\ LAV. I Uu, 3 LAV. i 2, 2• -- -- I I a • I � I I I BFAUR _ - DW. � � LAV. f] SING WASHER I IR' 2, WC 2' I 0 m Av. v I I TUB 3• RANGE — I- 3 � 3' -- O-0-- 3' F I I I I KITCHEN SINK I W/ AAV I I II L-3. --- --- -------------- I 2' PEG 3- SINK 3' 3' m ---------'E io 2 — � 1 we 3' Co TO v MAIN �jj Eli PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: 1/4 . I'-0' SCALE: I/4 • I'-0' .rr► 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � i C At p_j fill a� SLJHDM Ae LOT: ABBOTT PARK LOT ##32 BLK ##12 PROJECT# 04181.000-32121 MODEL: 3EEB "2260—ELSTON" GARAGE SUING: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C /1 SCALE: 1/4"=1'-0" 1 P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB a MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND 51MILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL 15E INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. tO. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DtEfF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL BIDE -WALL OR I WAY DIFFUSER SOLID LIFE. SUPPLY TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN a LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL 14' DIA. S/A FROM CHASE ABOVE l 1 12X8 7 12X8 s 4- ---------------------NOTE� - ALL HVAC TO HAVE PROPER 8• I I o o I PANS W/ DRAINS — — ATTIC SX4 CEILING O O EXTERIOR WALL SECURE STRAP TO GONG. W/ (2)-3A6'X2' TAPCONS UNIT CONDENSER Psi ROLL STRAP i PLENJM d AIR RETURN LUS W �� SUCTION AND LIQUiD C CRrM L J — — — — AIR SUPPLY 1 REFRIGERANT LINES — O AIR HANDLER ----EXTERIOR 1 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) oBXI I/4. 9HT. MTL. SCREWS VENT 1 WALL CONDENSER UNIT WHRUL AA i l FOYER 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD ? REFRIGERANT LNES TO NOTE: MAIN COND. DRAIN 3/4' DIA. PLATFORM RETURN CONDENSING UNIT OVER HEAD • 12' FROM STRUCTURE TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER — — — FBCR 6TH EDITION (2011) --- MECHANICAL BLDG. CODE SECTION30,1.4 HVAC DRAINS GARAGE --------- ENTRY SCORIATED NICKEL BRONZE FL. PL. FIN. WALL MCA. — — — — _ BRASS PLUG -�� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM D60M INSIDE SERIES NICKEL BRA86 TOP CAULK P.VC OPTI/SPEC FLOOR SLAB CLEAN —OUT (T FIN. GRADE OR PAVING SEE OPEC. 1'-0'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN —OUT (TYPN ) FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7745O78 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 o m 0 14 R a ad SVI3DIV. Se LOT: ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODEL: 3EEB "2260-ELSTON" GARAGE BMINO: LEFT P'14RST FLOOR MECHANICAL PLAN %160 MPH EXP. C d N.RONALD REAGAN BE LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA M: 0003325 0 V. sU13DM to LOT: ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODEL: 3EEB "2260- ELSTON" GARAGE BVf MG: LEFT PCOND FLOOR MECHANICAL PLAN 160 MPH EXP. C SECOND FLOOR MECHANICAL PLAN WAZI E, 1/4 . P-0- �¢�g_ 2X4 TOP PLATE FLAN Y 7r PRE -FAD TRUSS 0' CLG. BOARD O' DRYWALL —, T`^r SECURE BIT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' Or — MAX FIN, PLR 2X4 WOOD STUDS a24' O.C. SLAB ITIONS SUPPORTING HUNG PLUMBING @ES AND WALL ,IETS SHALL BE NOI THAN 2x4, WHERE ED NOT MORE 16' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. _�)TYP. INT. WALL NON—BRG. D�l SCAL6 3/4'.I'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS j MTL. DRIP EDGE // 2x FASCIA PER 1-m, ELEVATIONS TMP' ou. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-YALUES RENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ,-- ix2 P.T. FURRING — STRIPS a 24. O.C. — 8' cm — 1/2' GYP. 11L. BD: WOOD BASE — ti W/ WINDOW OPENING V PIA. SLEEVE, DO NOT CUT REBAR PE BOND pEAM NOT CUT SOLID GROUT THE BOND um (1). b BEAM (27 CCUREE - REBARa rnPIPE THROUGH BOND BEAM Dt E, 3/4'.I'-o' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9081.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS M%. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE :j)l—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR SOS.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 04869 TYPE III OR TYPE Iv UNDERLAYMENT. r wL / GAS LINE THRU BLACK D, w•.r.r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 808.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-m' FIN. FLR 8' CMU — IM TNIOC 2 COAT - PORILAm collm PLASTM APFL® DIFIBMT TO MA80mr KEO a' cm eta STFI CUPAL PM ItFFCPKNHNT 2.6 P.T. aD ATTACKD TO PILL CALL AS PdX PRCOUCT A}PROVAL IlQ SEALMR . DACKIR RCD s GARAGE DOOR JAMBS D1 SCALE: —2X4 SPF 24' O,C. MAX—� SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIM45ACK AT ALL UPRIGH F'ER STRUCTURAL DETAILS PRE-ENG WA. TRUSS — COW. 2x RAT RUN SECURED F'ERJ STRUCTURAL DETAILS SEE ENERGY CODE FOW'16 FOR INSULATION R-VALUES F'ER ELEVATION Ir \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTAC 4MENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS a 24' O.G. 1/2' GYP. WL. 150— WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 85.1.1. ROOF SHEATHING THICKNESS AS PER SHEET ON. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS cm 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. n W/ WINDOW OPENING r.\ TYP. WALL SECTION N u NCO OPENIWx NOTE: METHOD TO BE USED FOR THE C�—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.1'-0• UNDERLAYMENT IN ACCORDANCE WITH FBCR 909.I.I.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM 04865 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 Ls c C 6 BCTSDIV. & LOT: ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 1[ODEL: 3EEB "2260—ELSTON" GARAGE SWINO: LEFT PAGE: DETAILS 160 MPH E C a FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR %ftJ 1. AS PER FBCR W5.1.1, ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET ON]. SECURED SHEET ON. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. OLUR PRE-ENG WD. TRU ER 24' O.C. MAX. LEVATION 24' Or -MAX. LEYATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY A ELET VIONS CALCS FOR VALUER 2x FASCIA PER CALCS FOR VALUES VENTED I, O.H. I 5/8' GYPSUM BOARD 1, ELEVATIONS O.H. 5/8' GYPSUM BOAR SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR In'HIGH STRENGTH CLG. BOAR VENTED CLG. BOAR REFERENCE Ix2 FIRE -STOP SOFFIT IX2 FIRE -STOP STRUCTURAL -4.I INSUL. REFERENCE STRUCTURAL -4.11NSUL. a I J 'a ( W W� a 1 WINDOW ATTACHMENT w w I AS PER E MANUFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SU15FLOOR AS PER NAILWs 1/2' THICK, 2 COAT K Q GLUED AND NAILED AS PER NAILING 1/2' THICK2 COAT a SCHEDULE PORTLAND CEMENT W SCHEDULE PORTLAND PLASTER APPLIED APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY M R4,PER IfELEVATION MASONRY w m DO FIRE -STOP IX2 FIRE-STOPFOR LEVATON SEE STRUCTURAL SEE STRUCTURAL R R L NATION EVATON 5/8' GYPSUM BOAR YPSUM BOARD OR 1/2' HIGH STRENGTH CLG. NIGH STRENGTH BOAR OAR ER — - - LR OH IX2 FIRE -STOP DO FIRE -STOP R-4.1 INSUL. R-4.1 INSUL. w ui WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2'THICK 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED 14 P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. TO STRIPS • 24' O.G. MASONRY 8' cm MASONRY MASONRY e, Cm 1/2' GYP. LLL. BD. 1/2' GYP. WL. BD. WOOD BASE WOOD BABE IX2 FIRE -STOP - � DO FIRE -STOP n 4iriE L sxv .a .d W/ WINDOW OPENING WITHOUT WINDOW OPENING SECONDYFLOOR FLOOR LO K BLOCK SCALE 3/4'.I'-®' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeaigngroup.00m AA #: 0003326 Im 2X6 R.T. • CENTER OF DOOR HEADER SECURED YI/ (1) IR' X S' J-BOLT W 4' MN EICEDMEINT W/ 2' X 2' X US' WASHER 4 NUT OR W/(2)112' X S' ANCHOR BOLTS W/ 2' X 2' X VS' WASHER 4 NUT m Z CURE 2.4 o TO MILK till INV4'TAPCON6 I V2' Blow. S' or, 4' END 016T. I VU' EDGE DIET. o gym. 2)06 GARAGE DOOR MUCK WaI ED m UU 'I.X S' J-COLT OR ANCHOR COLTS, UV 4' MN EMBEDMENT, WV 2' X 2' X V6' WASHER 4 NUT. (1) WITHIN S• OF TOP, (1) WITHIN a' OF THE BTM, IN (3) EvNLY SPACED. NOTES, ALL ANCWORD SHALL BE IN ACCORDANCE TO MANJ'ALTURER'6 NOTALLATION INSTRUCTIONS UL BE SUCH INSTMAtTle2a ARE !- I ATIQaY"ENT GARAGE DOOR 1 BUCK ATTACHMENT S' cm I/U' DRYWALL Iz4 P.T. OR 6/4'X4' MIN. SECURE THR1 FRAME 1A PX4' EXTEND 1.1/4' INTOP.T. NAILER BLOCK ICUSAW TAPCON6DOOR CASING (MIN. &HANK SIZE 145 MN HEAD SIZE 300MN EMBEDMENT 1-1/4' WITHIN S'OF EACH END DOOR JAMB ON OR WINDOW 4 b' O.C. MAX SPACING ATTACH TO 2X PER MAAFACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED V49 DOOR JAMB TO BLACK +3/4" OR +5/4" � TO BLACK +3/4" OR +15/4" 2X4, Ito SECURE TO BLOCK UV 3/I6' TARO" (MIN. SWANK 61ZE Ab MN. HEAD SIZE -A" MN E1115mo low 1 V41) UNTHN S' OF EACH END 4 IS'Or- MAX SPACING+. 2X6, SECURE TO MOCK WK2) 3/I6' TAPCONS (MN SHANK SIZE J45 MN WEAR SIZE 300 MN EMBEDMENT 1 1/49 6, GMu WITHIN S' OF EACH END 4 W OL. MAX 6PACNa, I/2' DRYWALL 2XS, � PX4 SECURE TO BLOCK P.T. NAILER WOW SAY TAFr." DOOR CAGING MN 64AW SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN S' OF EACH END 4 b' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFA,CTURES DETAILS, NOTE, SHIM AS NEEDED TO FLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" n11INDOR TO BLACK +1 1/2" `uli7i 2X4, 00 SECURE TO BLOCK W/ 3/16' TAPCONS MN DRANK SIZE J45 MIN. WEAR SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W Or- MAX SPACING. 2X6, SECURE TO BLOCK W/(2) SAW TAP02,I6 (MN. GWANK SIZE J40 MIN. MEAD SIZE 3" MIN. EMBEDMENT I V49 WITHIN S' OF EACH END S' cm 4 W O.G MAX SPACING. 1/2' DRYWALL 2XS, � D SECURE TO BLOCK PX4' W/(2) 3/16' TAPCONB P.T. NAILER (MN SHANK 61ZE .145 'I/16' OdQ X 4' MN MN. LEAD 61. 3" MR EMBEDMENT 1 V4') DOOR CASING WITHIN S' OF EACH END i u• 01:. MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANIACTUE6 DETAIL& NOTE, SHIM AD NEEDED TO PLUMB JAMS (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 15/16" L��II TO BLOCK +1 16/18" 2X4, INS SECUE TO BLOCK W 3/16' TAP02N5 (MIN. DRANK SIZE J46 MN WEAD SIZE 3" MN E DOCt- NIT 1 V4') WITHIN S' OF EACH END 4 W O)r, MAX SPACING. NOTE, STRUCTURAL 2X MST BE 2X6, 13110 ON OUTSIDE 4 SECURED 6ECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3116' TAPCON6 3A6' TAPCCN MIN. I-V4' MN SWANK 61ZE .145 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END S' CM 4 W O.C. MAX SPACING. IR' DRYWALL 2XS, ® ❑ BECUE TO BLOCK I'X4' W/(2) 3/16' TAPCON6 P.T. NAILER MN SWANK 61ZE J46 BOO! CASING MN HEAD 61ZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 b' O.C. MAX SPACN& DOOR JAMB OR WINDOW ATTACW TO 2X PER MANFACTURE6 DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4" /:.MIN O11 TO BIACK +2 1/4" u 2X4, SO 2X4, SECURE TO CLOCK SECURE TO CLOCK W/ W/3/16' TAPCOND MN 1/4' TAPCON6 MN 614ANK SIZE J45 MN. SHANK SIZE J45 MN HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT I V4') MN EMBEDMENT 1 1/4') WITHIN S' OF EACH OT14N S' OF EACH END 4 W OG. MAX END 4 18' O.G. MAX 6PACNG. DPACM 2X6, m 2X6, !>o SECURE TO BLOCK SECURE TO BLOCK WV(2) 3/16' TAPC0W WIM V4' TAPCON6 (MIN. (MN, SHAW SIZE Ja SHANK SIZE J45 MIN. MN. HEAD SIZE 3" HEAD SIZE J00 MN MN EMBEDMENT 1 1/4') EMBEDMENT 11149 WITHIN S' OF EACH END S' CMU URT14N S' OF EACH END 4 E' O.O. MAX GPAGNG. 4 W Or- MAX 6PACNG. S, O,u 7Xb � V2' DRYWALL 2XA cm V2' DRYWALL CK SECURE TO�SIZ I'X,4' SECURE TO BLOCK 1'X4' WK2) 3/16' O P.T. NAILER W4'2) V4' TAPCOMS P.T. NAILER [MN SWANK .146 DOOR GA6Wy, (MN BHI.RK 612E .i46 MIN. HEAD 900 MN HEAD SIZE 90D IA6'OAS. X 4'MN MN EMBEDT 1 V4') MN. EMBEDMENT 1 V4') WITHIN S' OCH END WITHIN S' OF EACH END DOOR CASING i IS• OG. MAX 4 b' 01:. MAX SPACING. DOORJAMB OR WINDOW Off• DOOR JAMB OR WINDOWATTACH TO 2X PER ATTACH TO 2X PERPACTRE6 MANDETAILS. MAMUPACTURES DETAILS, NOTE, 61491 AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" 7'G TiTlN`K +A" 2X4, IIIIII SECURE TO CLOCK ICU 3AW TAPCON6 (MIN. SWA)4K SIZE Ja MIN. 14EAD SIZE J00 MN EMBEDMENT 1 1,141) WITHIN 6' OF EACH END 4 16' O.C. MAX SPACING, 2X6, CM SECURE TO BLOCK WIY2) 3/16' TAPOON6 MN SWANK SIZE 145 MN HEAD SIZE J00 MN EMBEDMENT 1 V49 WITHIN S' CP EACH END 4 V OU:. MAX SPACING. 2XS, 12® SECURE TO BLOCK W10) 3/16' TAPCONS MN SWANK all .14p MN HEAD SIa 300 MN EMBEDMENT 1 V4•) WITHIN S' O' EACH END 4 IS, OC, MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 6ECURED THROUGH NON-6TIMICTURAL 346' TAPCCN MN 1.1/4' EMBEDMENT INTO BLOCK C' NOW, SHIM A6 NEEDED TO MUM JAMB (00 NOT EXCEED 1/4') S' CH U I/2' DRYWALL PX4' P.T. NAILER DOOR CASNG 2ND 2X SECURE TO STRUCTURAL MEMBER W(2)12d WITHIN S' OF EACH END 4 6' TO S' O.G MAX DOOR JAMB OR WINDOW ATTACH TO 2X F'ER MARFACTUEG DETAILS. /�D�OOR JAMB TO BLACK +3" LL,wpx T(1 NT1fl:K s9' NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 7/18" OLI TO BLOCK +9 7/18" 2X4, SO SECURE TO BLOCK W/ V4'TAPCON6 MN SWANK 61ZE 14D MIN. HEAD 612E 360 MN EMBEDMENT I V49 WITHIN 6' OF EACH END 4 10' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 1/4' TAPCONS MN 3/16' TAPCON MN 1.1/4' SWANK SIZE 148 MN EMBEDMENT INTO BLOCK HEAD SIZE 3" MN EMBEDMENT I V49 WITHIN S' OF EACH END S, dMU 4 16' OD, MAX SPACING. V2' DRYWALL 2XS, 1=1 I'X4' SECUE TO BLOCK P.T. NAILER WK2) IN' TAPCON6 P X 4' MN SWANK SIa 145 P.T. MN MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') DOOR CAWING WTHNN S' OF EACH END 4 IS' Or- MAX 6PA0�' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUE6 DETAILS, NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" TO BLOCK +3 3/4" `Js�01F 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PIA: 407-774-6078 FAX 407-774 4078 www.abdoeigngroup.com L AA 8: 0003325 M 'M�SCj c I�SYj IUDDIV. a!: LAY: ABBOTT PARK LOT #32 BLK #12 PRLOJECTp 04181.000-32121 MODEEA 3EEB "2260—ELSTON" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH E)R C 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 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z131/2021 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 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. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOt 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR SZ/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.2 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 1Z131/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 1Z/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 27676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBOt 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 1S353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MIWINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 1ZI31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 1Z/31/2021 5678-RS CLOPAY SLOG. PRODUCT CO. EKT. 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 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 Z3956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBOt 12/31/2024 15216.1 OWENSCORNING - RHINO U20 ROOFING UNDERLAYMENT 2020FBOt 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT ZOZO FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/32/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL US71NG IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/11/2021 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 h L rr R i iLi SU13DM de WTI: ABBOTT PARK LOT #32 BLK #12 P3tOJECT/J 04181, 000- 32121 MODEIZ 3EEB "2260-ELSTON" GARAGE STUNG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 JIM E C PREFORMED CONTROL JOINT RANGE OF C 74TPIOL JOINTS Td BE WIRED TIED TO LATH • V O.G MAX (VERTJ. ESL DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXIST$ EEYOND EXCEPT STAPLES W/ sleaLEG MAY BE USED�N O TEMP. OtIMING INSTALLATION —� FASTENERS TO Be &PACED • T' O.C. MAX VERTICALLY I' THICK 3 COAT CENEM PLASTER LLim LAYER 4, FORTIFIBER BNLDIN2 PAPER AFPRDVED METAL LATH FASTENED R1' (VERTJ O.C. MAX AT SUPPORTS UFO LAYER 9, STUCf,O WRAP UOOD 614EATWM BANEll� LATH SHALL Be CGNTEdIOUO JOINTO H JOINTS BUT BE otOF'PED M TIED AT EACH siD[. F'PtOVIDE2X4 BLOCKING PER ABTM C1069 PLACED FLAT MAX..' TO S' FROM CONTROL ONTL JOINT U1FEN \ CONTROL JOINT FALLS ON L FFAAVENERS FOR LATH TO B[ NAILS OR— ` i STRUCTURAL STD STAPLES IN COMPLIMIC[IW ASTM CW63 2. WOE TIES TO BE (NO. IS) 00415' ORE / I BLOOKMG SWAIN MAY BE IN ADDITIONN \ TO WALL STUDS REQUIRED PER PLAN O"M'r TYPE CONTROL JOINT Otr'OLD N1WOaR.A O LKLD RR4IR)a FT.A ®� a. CRMe a PT. S SOLD OL PL. t.A WIa10 • ® t FOLD NWAIRi . R. A t C RIAMI a Fr. e L CR1ARe a CAM . Pr. C a cpwA" . F.T. C A POW FT. C ovot PT. a TLL Pr. C TOICNRR ® moTOM ILAwe BOTTOM ""bW —.—TOM REAL FOLD. 122 ttm cur. 3 COAT CEMENT mmel" 0. a COAT osm (Ow Y) mm. NRTAU.1 lm PIJO 0 AT Rx)RCr1 Q PDOF a WAU NIBRIW"" NOTE, APPROVED DUILDNIS WRAP SHALL BE LAPPED A MIM M14 OF 6' R VERTICAL LAPS fROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAP® UNTN FORTIDER SFEATHN2 TAPE / THIN LM.M*AL LAna \ LATH VERTICAL LAP TO DE P �— IT FETAL LATH Om LAYER -1, STUCCO WRAP YRB LAYER -2, FOR(PIBER �BU0.DIN2 PAPER 2 -'\PAPER LAP 6CALE.IIR•.T-0' ® KICKOUT DETAIL Mt ZL o`tp SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS OTH 0JO416-M (Sal -MIN) WNW AT INTERVALS NOT MORE THAN S' (22S-MrT). AS PER ASTM C063. FOR REPAIR OF TEAR6 N WRB LAYERS, TEARS MAY B[ PAT0MO WA40L OQ WRAP TAPE PER MANIF. SPEC. OR PEEL 4 STICK - INSTALL FASTENER& (CLIPS: STRAPS, STAPLES) AS REWIRED TO SEC6111110 PIPE) ORE TO FRAIMMG WRB LAYER 11. ST1CO0 WRAP RI® LAYER 4, PONTIRDER DU LDIN2 PAPER METAL LATH V.6'S[LP-AD4E10142 MEMBRANE PLAS14NS OVER APPROVED NOW UEtAP. FLASFIIN2 TO I7[iR.D ONTO PIPE 4'x4'SELF-AD4-ERMG MEMBRANE K A64M OVER APPROVED HOUSE ~- FLASHING TO EXTEND ONTO PIPE J' THICK, 3 COAT G0'IENT W CONT. BEAD OF SEALANT PLASTER INSTALL APPROVED WOWBEURAP AIR METAL LATH SPILTRATION BARRIER OVER MM LAYER 4. FORTIFIBER 6FEATNRCi BUILDIN2 PAPER ELASTOFERIC COATING OVER STUCCO/ C.V. FINISH fSEE TYP WALL SECTION) SIEATNNG SECTION PER E nor um of pordano Bement plae r scam �..Piy e. ePpli-b. regl .—ft of ASTM C 828-18b. Irakabbon of sktwior l.R,up and hw4rg .ham comply ft ASTM C 1083.19.. arASTM 1787. wow SHEATI BUILDI PAPEP &TUCOl .•:v•. 0 OF.1i. lFw;f.lq-w at zm p 4'x4' SELF-ADWERING MEMBRANE FLASHIN2 (COMPATIBLE UV HOUSE U.RAP MATERIAL) OVER APPROVED NO" U.RAP. I' OR LESS PIPE F 1 ETIWATION CUT WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) j' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP 045 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - DD NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. 4' STEP 02 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH FLAGWI NG OVER APPROVED HOUSE I~. Fl.,RSIIMOr io EXTBND ONTO PIPE ONE SIDE OP I x—x—x—x STUCCO fT'I WOOD OR -111611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGVMD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.eom AA #: 0003325 Fiz V GIst--a�y� c�poi � TE = FO 14 C i A atMDIV. ae LOT ABBOTT PARK LOT #32 BLK #12 PROJECT 04181.000-32121 MODEIA 3EEB "2260—ELSTON" GARAGE 8111117NO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM • FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEnlew-E OF PLAS14M TO BE, L BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED .,,.� . OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE ' TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. �xn E-Z BEAD ALL AROUND 1.:.�.::. VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO Y.' CAULKING • JOINT ALLFALL�SIDIDES, I I PER SECTION R 03. EAKIor WhkV and ples6eft BACKER ROD I Exterior use of portland cement plaster shall comply with the application - requirements of ASTM C 926-18b. X: 1 Irk: Installation of exterior lathing and framing , shall comply with ASTM C 1063-198, or ASTM 1787. WRB LAYER h, il...K�. STUCCO WRAP i .: HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER 01, STUCCO WRAP LAYER 4, FOWIFIBER BUILDING PAPER WOOD - cDNaTucrlDN W WIDE STRIP SELF ADHESIVE PLASH64(a, CLEAN MASONRY BEFORE APPLYING Z FLASHING STOPS VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W_ /STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER 60, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP < SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL1 b' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ��VENT PENETRATION SCALE: N.TA. ELEC. METEF VERIFY LO ,4r=ri IV rK=(.CIVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIRBER BUILDING PAPER THICK, 3 COAT CEMENT V TO Ya' MID -WALL WEEP SCREED �' SELF-ADHESIVE FLASHING WOOD FRAMED ISWALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ""� " "'" "" ')iR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP HOUSEUIRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER b® MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER h, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRICTION :.�-PM SH D RI FASTEN TO WOOD 8TR.JCTURAL MEMBER • 1' O.G. MAX a• crlu 7(t' TO Ji• MID•WALL noe. M.Ein 'y i' WIDE STRIP SELF ADHESIVE FLASHING. CLEAN . y MA60NW BB'ORE APPLYING V _ FNIBH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK 8' WRB LAYER M, STUCCO WRAP UJRB LAYER h, STUCCO WRAP 9 APPLY bm MIN GRADE 'D' FELT ING MEMBRANE FLA MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APRCNED i HOUSEWRAP WRB LAYER 02, F-ORTIP15ER BUILDING PAPER STEP 1*3 STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) STEP 05 5TEF #& n9 ELECTRICAL RECEPTACLE LATH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdeelgngroup.00m AA #: 0003326 G C OVBaIV. as.OT ABBOTT PARK LOT #32 BILK #12 PIROJECT# 04181.000-32121 MODEXe 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH , C WOOD SHEATHING WRB LAYER 9, STUCCO WRAP ' UJOOD LURE, LAYER 42, FORTIFIBER CONSTRUCTION BUILDING PAPER YS' HAT CHANNEL }' THICK, 3 COAT CEMENT f". IY TYPE 'X' DRYWALL PLASTER 6' OAF. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED 900 SHEATHING 4' POSI'. DRAM WRB LAYER 1, \` STUCCO WRAP i 11 }' THICK, 31 OAT CEMENT PLASTER `� ` &' SELF-ADHEREING AM66-WIRLIC-180 CUSTOM CASING, 15EAD' 1 FLASHING WRAPPED TOP OF WEEP SCREED TO SHEATHING BELOW 1 \ 'y ' WRS LAYER 9, STUCCO WRAP WRB LAYER `2, FORTIFIBER i m I BUILDING PAPER ' r SELF-ADHEREING FLASHING WRAPPED URB LAYER 9, STUCCO WRAP �v �/ 4 CORNER OF CANTILEVER AMICO AI'166-IIFU1C.18® DJj1PTCM CASING BEAD f 1y/ ° `4' 1 . BEER POSITIVE DRAM SCRESO NO GAP M RIELD --� CSHIOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL.® CANT. SCALE, I I!2'•I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER *2 ViTt CASING BEAD }' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH }' THICK 3 COAT CEMENT (2) 242 HEADER PLASTER VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 9 UEAT14ER RESISTIVE BARRIER 4 VINYL CASING BEAD }' THICK 3 GOAT CEMENT PLASTER 5/8' TYPE 'X- DRYWALL METAL LATH REp 4 PAINTED WOOD SHEATHING FINISH FINISH }' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAM ' VNYL CASING SAD WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXr. WOOD FRAMED WALL SUS -FLOOR DECKM PRE-ENG'D TO." it THICK 3 COAT PLASTER METAL LATH - WOOD SHEATHING 4' PA061TIVE DRAM-" / \ PEEP M�gnL/ NO GAP M FIELD ,GWOUM FOR CLARFICATION OP SEPARATE ACCE660110E6 CNLY) COLUMN SHEATHING WEATHER RESISTIVE BAR\RIER 9 LLEATHER RESISTIVE BARRIER +2 6' SAF. \ PEEL 4 STICK I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )4' X 3' 26 GA GALV. METAL DRIP EDGE r♦' GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT, V MIN. ORT WALL SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE V THICK 3 COAT CEMENT VINYL CASING BEAD I BARRIER 01 ` ASTl WEATHER RESISTIVE �� WATER PROCFI bt BARRIER 4 VINYL CA61NG READ LAYER (2 LAYER PEEL ''''' 4 STICK) \ rwa-i°11 °11w,auw"'rt� EXTERIOR COLUMN COLUMN SHEATHING LEGEND 0 CANTILEVER DRIP EDGE PINIS14 LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 4 STICK) METAL DRIP EDGE SET IN RJLL BED OF PEEL 4 SEALANT, K' MN STICK * DRIP SPACE FROM DRIP EDGE TO PACE TO TREX DECK )W GAP FOR BACKER I NXI Y'4 P.T. OR SIM LILATED ROD 4 SEALANT WOOD (TREX) FILLER coNrlwous VINYL CA66Ys BEAD WATER PROOFING Mt WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER 9 STICK) WRAPPED PROM WEATHER RESISTIVE BALCONY DECK TO BARRIER n CANTILEVER Z' '' W PEEL 4 STICK • DECK MEMBRANE DRIP EDGE TO DECK EC OVER DRIP E ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 116% Y4' P.T. OR Sd" AJLATE SEALANTJP MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX ri GAP FOR VINYL CASING READ ROD 4 SEALANT WATER PROOFING 1st FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STIOV STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER RASHR3 COAT CEMENT METAL LATH S2' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PANTED WEAT14EM RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE I 3 COAT CEMENT vE PLASTER VINYL CORNER READ 4 11 DRAM VEEP SCREED VINYL CA6MG BEAD NO GAP M FIELD (SHIOU4N FOR CLARIFICATION OP SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 4 STICK 6' SAP. \PEEL I )VX3' V FLASHING DRAINAGE PLANE (WRB SUp FLOOR �® FULLY EMBEDDED IN ROOF C&71ENT LAYER "I, STUCCO WRAP) 11J' X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER "2 (FORTIFIBER — — — — — I )S'XI K' OR SU'1ULATED P.T..T.OR MLLER SET IN FULL BED OF SEALANT, A' MIN. BUILDING PAPER) WOOD WOOD (TREX) SPACE FROM DRIP r; GAP FOR SEALANT FACE C TREX VINYL CASING BEAD METAL LATH X-x-x-x OPT. BACKER ROD. WATER PROOFING IAt MODIRIED 90 LAYER (2 LAYER PEEL 4 STUCCO 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO `^ __ CASING BEAD CANTILEVER WOOD OR 1/16' ZIP WALL }' THICK, 3 COAT CEMENT PLASTER SHEATHING 5/S-TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH }' THICK 3 COAT CEMENT 4' POSITIVE DRAM I,EEp AI`OCFI'i PLASTER VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING,BEAD � SEPARATE ACCESSORIES CNLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) 'SCALE: NTS WppD SHEATHING 2x FRAMING MEMBER }' THICK 3 COAT CEMENT PLASTER r FE ween W2 1/2' FASTENED TO SHEATHING .' • T' O,C. MAX. URB LAYER 9, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER iTn CORNER BEAD ® FRAME k 2 1/2" k CORNER BEAD (FASTENER 4 SPACING B 1' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD @ BLOCK WRB LAYER M, STUCCO WRAP WRES LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH }' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING fTTtz�1'7 WINDOW FLANGE WRB LAYER 02, FORT BUILDING PAPER1 METAL LATH }' THICK, 3 COAT CE( PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE - 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) CLARITY) WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH S}' THICK 3 COAT CEMENT PLASTER L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 Q o m � S a at QL WOOD SHEATHING WRB LAYER 01, — STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING — FLASHING / VINYL ANGLED J/ CASING: BEAD---fff" DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED Yi GAP TIP J' THICK 3 COAT CEMENT CASING eeAD PLASTER 7O TRIM IX TRIM MEMBER METAL LATH e STUCCO TO SIDING: TRANSITION WRB LAYER 02, FORTIFIBER WOOD SI-IEATNING BUILDING PAPER SIDING WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER STUCCO LEpp LAYER P STUCCO sTucco WRAP BUILDING PAPER METAL LATH CASING BEAD THICK, 3 COAT CEMENT Co' FL SELFa OR R PEING FLASHING FEEL !STICK PLASTER SIDING TO STUCCO CASING BEAD 18 (CROSS SECTION) WRB LAYER 02, FORTIFISER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD (P WINDOW 15C (FRAME, W/BAND) METAL LATH WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDINGS PAPER WRB LAYER 01, J' THICK 3 COAT CEMENT ! STUCCO WRAP PLASTER WRB LAYER "2, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD - METAL LATH VINYL CASING BEAD i (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) rl CASING BEAD ® RAISED 1'7A BAND (FRAME) SCALE: I I/2'.1'-®' WOOD SWEATHNG- WEATHER RESSTIVE BARRIER •1 WEATHER RESISTIVE 41 BARRIER 4 LAP SIDING Al LLVS / � aa PLAGW ApINERNG I Q 1 STARTER STRIPon I \ S' SELF-ADFERNG FLASHING 'WEATHER RESISTIVE BARRIER •1 WEATHER RESISTIVE BARRIER 4 GALV'D METAL z'FLAaHNG iloj� aft DOD TRM MEMISM EEM� I 'WSTRLrEMCER \, SEAL GAP QWk LKNG OR APPROVED WALANT CABM SIDING TO STUCCO 0 BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD OETOND TRIOTIGN WOOD SHEATHNG— WEA aT ER M"TIVE- HEATHER RESISTIVE - BARRIER 7yxi PaX V ELF-ADWERING - FLAN+IaG STAMM STRIP �� RING . I t I I ' /�' WEATH BARB 4' MN WEATHEMAREEIR! NenVE� _yLJ`®� L WEATHER RESISTIVE // BARRIER 7 SIDING TO STUCCO a ® FRAME TO FRAME TRANSITION 1O �- FLASHING SWCRNG 14NING WEATHER RESISTIVE BARRIER •I TO LAP \ S' MN. ABOVE TOP ` OF 'T FLAGWNG WEATHER RESISTIVE BARRIER -1 WEATHERR PMNSTIVE aARRIE RESISTIVE I KIBLE PVO WOD) � SISTIVE LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — J' THICK, 3 COAT CEMENT ' SEALANT PLASTER ` METAL LATH a WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL G Sc SING (W/3/S' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED ; FOR CLARITY ---------------------------------------------- Y4---------------------------------------------- ' GAP TYP THICK, 3 COAT CEMENT ` CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/3e' FLEXIBLE PVC BACKER ROD) MEMBER •APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP EZ BEAD WINDOW CASING 1 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA S: 0003326 m w NOR w gill A I us W g O OU13DIV. Nlt LOT ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 moDEL' 3EEB "2260—ELSTON" GARAGE BIYING: LEFT PAGE: WALL ASSEMBLY DETAILS V.160 MPH EXP. C AVARJWM� WILD BE TAKEN IN KEEPING THE VENT PROPERLY "S'AND 1w ALIGNED. VENT PIPE IS SEALED IF UTLIZED. NRL IN PLACE SHOMN IN V GALVANISED USING I.. NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TJ ALL SNNIXE EDGES NEAR TIE CUTER EDGE AND AROUND TIE EN IFE PERIMETER M WT TIE GCCSENECIC VENT OPENING IN THE ROOF KE ENOEDINSEVERE WEATHER CGASTAL SHEATHING-Z THEOPENINGINACCORDMJCEWTHTIE CRMT SHOLM, INTI EVENT AMECHMICA. VENT FM IS CONSTRUCTION ZONES. USED. 52E THE VENT OPENING IN ACCORDANCE IMTH VENT FAN MANUFACTURE'S RRNG CGNNECTCN INSTRUCTIONS. W NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING 111E OPENNG IN THE RCCF. RE�IaVE INTERFERING SHINGLE NNLS MOUND THE PERIMETER OF THE OF EMNG SO THAT THE HUNG FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING, SLIDE TiE TOPAND 510EMA ES of TILEVENT1AMOUNDER SHNGLE VENTFIANCES TOIAY ON FT RE SHHEBOTTOM THE TOP OF TIE bHINOLE4. ROOF HOOD VENT DETAIL 11 we CUT AT, MODFIED 'I' CUT IN HOUSES~ LINE OF tINDOW OPENING � 1 APPROVED tIOlEN2tAP \ oVElt S$4THIMS ovEt UV STUD WALL STEP 1 INSTALL i'— SELF•ADFEFtM PLASHING OVER NAILING FLANGE JAMee EMNO RJMNIN' nN P EELOU NLL \J/\ K"IEI.E PLASHING DO NOT DEAL SIOTTOM —� PN STEP 6 FOLD-LRARILY FOLD•IP A SEC TLZX M.EAF (O 1110E IlIC at MEAD FOLD t oum IN AT JAMeG 1 &loft ELL R ASFHALTPLASTICCEMENT MOLDED AROUND BASE OF PIFEANDOVERRANDE AL04 FLASIING BV INT. EDGE OP NLL RO. PECK NMALLY PAN!!, PANSD EDGES.(CAR NALG, STARES) INSTALL DUFONT PLE%YRAP AS TF PLASHNS AT Tot PLUMBING VENT DETAILS SCALE, ow — AIM AOHENVK - DO LE PLASHING VER DF P CAP ECTo-SR.aP EG RY) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS W VACE VALLEY RASMNG SSS OR HEAVIER FELT UNDERIAYMENT 1 ASPNALT RCCFING CEMENT e' OF CENTB'UNE TRAFASTNEM IN END OF SHINGLE M] ABT eN012'YOND MNGLE AT LEEE VALLEY CENTERLINE ' CUPPED OFF _— CORNER AT at DECREES ROOF VALLEY DETAIL SCALE, NITS APPLY ON HGU (O EOILAU SEALANT . FLLHP APRED RASING (LAiCO WIITIK"WAL RGN OR E.— A SLOPE SILL TO EX L IT IS THE CONTACTORS =6f-0 101LTY TO VCRFY THE COMPATISNLITY GT ALL FRODUCTS INCLUDING HPASIVI RAP, SEALANT! . GW-ADHMWO PLASHING MATERIALS USED DUPING CONSTRUOTON. 2. INSTALL ALL MATERIALS NM MANLFACTMOSS WRITTEN SPECIPWATI" W9R1W, SEALANTS MAY REACT ADVERSELY F NOT COMPATIELE. LEAN AND SEAL JAMB TO GILL JOINT& WITH DOW 119E FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL ISE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTISIMON 15ELOW THE WINDOW OPENING REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT wr L IT IS rHE CONTACTORS RESPONNaLiT TO VOtlPY �'I THE COI"ParE ILITY OP ALL PRODUCTS BVCJJ.uDINS, SCALARS / SELF-ADFEI O FLASIMG PumaALe LOW DuRNG Cl"r =Tkx 2. FLASHING AT EXTEROR IWNDOWS AO DOOR OPENNGS SHALL EC INSTALLED IN ACCC1®ANCE WITM MANFACT#!RS ]INSTALLATION NSTIOJCTI" AND APPROVED METHOD U OP FDC M014 U IN ACCORDANCE, WITH PENESTRATICN MAMFACTI&tEWS, INSTALLATION AND PLASHING N TpoucTION6. YISBSlIlJ01. SEALTS MAY REACT ADVERSELY IF NOT C:Q'PATIOLGAN WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, INTO 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003328 A d BUDDIV. ac LOT: ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODEL& 3EEB "2260—ELSTON" GARAGE SWINO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C —2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA ueeAP DRIP EDGE �\ I/gi/&' TEXTURED FINISH a WOOD I \\ 2x6 sue BAND 1 I/SS In' TEXTURED a FINISH a CMU / \\ . METAL FASCIA \\ WRAP Ys' FROM \\ FLAN B STUCCO I' FROM ------------------ - '�a WOOD WALL \\ \\\ i ` EXTERIOR WALL \ (FRAME OR CMU) \\ \ NOTE: NOTCH FOR 2X6 \\ `\ SUB BAND ONLY \ \ ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) \� \ DRIP EDGE, 1' OFF WALL '(NOT INTO STUCCO) 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR C'IU WRB LAYER M, STUCCO WRAP(FRAME ONLY) WRB LAYER v1, FORTIFIBER BUILC)lWx PAPER (FRAME ONLY) RooFMG CEMENT - \ 1 'VS' TEXTURED FINISH 'WOOD, `� \ 1/2' TEXTURED FINISH a CMU / 2x6 SUB -BAND W/l'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK (A)ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL ©PLAN A EDGE . WICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS 6'-V O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x U? x x x X x x x �S( 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 � x x x x x x x x x x x x x x x x x x x x x x x x x x x x fL x x x x x SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND LU/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/l1¢'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY i44i N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407.774.6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003326 S w re w o d fAB 78DIV, ac I.OBOTT PARK LOT #32 BILK #12 PROJECT* 04181.000-32121 HODEIr 3EEB "2260-ELSTON" GARAGE OWMC;: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C FOUNDATION NOTES 29'.8" 2,-1" 10141 17'-7' TE-1 2B.-2�- 3'-0„ 4" CONC. 0'-0" 4 SLAB F ao a IF SLAB zo wl o � C v I /O EXTEND FM-16X,8 4'-0" SLAB 1 1/2" 13'.0" 12'A" I � I i% 4" PVC CHASE 1p X Dom — TOP Of � g SLAB a 21'4" 8'-2" SIM. 1 to 4 m q 3 0` 2 ii 7 I U1Iy I r� r 11 on W 'dQ o W II = I ' UP TO 2N0 FLOOR w (FIELD VERIFY w u Y EXACT LOCATION) q I Lo 9 a Iry Q O 1.1 N L — — — — — — C W 16X 12 fCVuC.18X12 r� — — — — — — �F_2W 4 K I 6Q �y I U fO A 7 8 — — — — —23 M i — — 8 CWC-i8X12 EXTEN SLAB 1 112" • 51/2" FM.18X1BJ EXTEND _ SLAB 1 1/2" 64" 14'-B" I 3'-7" Q 3'-5" V-8' 0° I 4" CONC. $Q I I SLAB K I iq N w w o f� io ILL w I �a LLI SIM. 1A 2 I a FM-18X18_ J v ED °°Irn I �I q q I � F L — fM-18X18 2'-10" 16'-0" '- T-10" '-4" 5'-4" 21'-8" 29'-8" FOUNDATION PLAN SCALE: 114" = IW' 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2, TOP OF FINISHED SLAB SHALL BE +-0'-O". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4', SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I1.L71NDICATES #5 BAR, CIINDICATES #6 BAR,ENDICATES 07 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 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 4B BAR DIAMETERS (#5 = 30", #6.36'1, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 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 WNM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER 312" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 19, - (2) #5's FMC-16x18 16, CONTINUOUS 16' - (2)#ft VARIES TE-1 8" SEE PLAN 6' TE-2 12' SEE PLAN 10' (+)O"-0" F-24x24 24" 24" 17' (2) ) s (,)(Y,- F2-24x24 24" 24" 16, () 's 2) 's (-)1"-0" CW-16X12 16' CONTINUOUS 12" - (2) 05's - (+)O'-0" CWC-06X12 1S, CONTINUOUS 1T - (2)#6's #5 IN CURB VARIES F1.30X30 30' 30" 12' (3)#F. (3)05's " Fi-24X24 24" 1 24" 1 17, (2)0W. (2) #5's 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com L AA #: 0003325 b m 0 Z Ila stmBiv. & I.OT ABBOTT PARK LOT #32 BLK #12 PROJECT#4 04181.000-32121 MODEIs 3EEB "2260-ELSTON" GARAGE 811111ING: LEFT PAGE: FOUNDATION PLHE)XMPJC L6O MP 30" MIN. EACH WAY • -- MONOLITHIC FOOTING Z }} Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 111 ° • 0 a }r SPACING REQUIREMENTS P— q W A L' m 0 Ww_. < {---� o c GARAGE DOOR RECESS a FM aJa N S' CMU WALL O N 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR I ° W W B' O Z a -a' e' I, "'III IN FOUNDATION WITH 3a' LEG EACH e WAY ALL w Ux • - TOP OF SLAB AT CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS I Vt TOP OF SLAB _ ,. : - ,I MATCH AMOUNT OF CONTINUOUS BARS °I • a PORCH SLAB SEE SLAB SCHEDULE 4"CHAMFER (1STORY) P-R •FOOTING EXT. PORCH SLABW/1fY'ISOLATIONW/1/2OLP:TtON ILA VARIES SEE SLAB SCHEDULE TOP OF GARAGE o. la CONTINUOUS STEEL MONOLITHIC °.,v.EXT. I REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET " l=p. AT ELEV:8"CHAMFER(2STORY) JOINT (WHERE < j�q LASE ! 6"CHAMFER (2STORV)a 0'-a' APPLICABLE) i M#31811 SEE SCHEDULE J-T •: 0 APPLICBLE).WHEN EE SCHEDULE TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE 36 FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 sCALE:34'"_''� 2 @GARAGE sCALE:34"=''°" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-a' Z (i) #5 REBAR VERTICALLY W/ CONIC. U POURED CELL Q 8" CMU LAP TOP PLATE A MIN. OF 48" tall AND NAIL W118d COMMON G a #4 REBAR 024" O C. 0 CENTER OF NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT wm S SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 0� w ZaQ za > w 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING (a 5' 0(L I WALL W/SYP NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SECURED W/ 2- PART it 5 SPACING. SINGLE BTM. PLATE 1/2)c9" WEDGE ANCHOR W/Z' - Z' CAPPED a EPDXY, MIN. EMBED I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH ° GALVANIZED PIPE : O PLATE EPDXY 5-1/2" EMBED. MIN. 16" OC e , W/FLANGE @ BASE FOLLOW ALL MANF. = 0 SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX- iv 4" CONC., REINF. W1 USE AND I BTM AND TOP PLATE . Y 'x6" #10 WWM ON PREPARATION OF ANCHORS W/ tOd x 1 1 2" S W 6-MIL POLY ETHYLENE - Ly O HOLE. COMMON NAILS FILL ALL to _ O w VAPOR BARRIER ON -d, IJ z fY HOLES, DO NOT USE 10d W WELL -COMPACTED SECURE FLANGE TO x 3" ( SLAB SCHEDULE j e CLEAN FILL TERMITE SLAB W/(4)1/4" X 2 114' g O} 6 I TREATMENT SHALL BE BORA-CARE TAPCONS O'Q� [SEE .P TOP OF SLAB - (2) CONT. #4 REBAR 4" CHAMFER (I -STORY) • f 6" CHAMFER (2-STORY) a �.• •,' (2)#5 REBAR ON CHAIRS Z W 12" MIN. DEPTH INTO IWy 2,000 PSF VIRGIN SOIL OR 95%VIRG COMPACTED SOIL EQ. EQ. SEE SCHEDULE SD, OR SOIL g > OU FORE BAR SIZE SLAB HEIGHTN LESS TH SLAB HEIGHT LESS THAN 3'�8" � PER PLAN ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL J V SCALE: 3/4"=1'-U' (W/ UPLIFT) FOOTING W/ BLOCK WALL SCALE:34"=1'0 SCALE:34''=1'-0 1 A SCALE: 3/4"=l'-T LAP TOP PLATE A MIN. OF 49' _71 AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" 01C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING WALL Al SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING _ OF WALL WI PLAN PROVIDE BLOCKING Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE i PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO Q ^ a SLAB W/10d MASONRY BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SLAB W110d MASONRY NAIL 0 K TIG NAIL 16" O/C STAGGERED. 16" 01C STAGGERED. QQ ADDITIONAL METAL CONNECTORS NOT ADDITIONAL METAL CONNECTORS NOT m U REQUIRED WHEN NOEIL REQUIRED WHEN NO w (D W UPLIFT IS PRESENT. UPLIFT IS PRESENT. O 8"CMU WALL Z '- -a RED LINTEL CONT. (TVP.) SLAB SCHEDULE 8" CMU FILLED CELL (TYP.) • - I° TOP OF SLAB [SEE SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB SEE SLAB SCHEDULE WPOU 1R" DIA SIMPSON STB2 BOLTS S' a TOP OF SLAB -a• Z z ♦ MINIMUM EMBEDMENT INTO fie_ . _ • a _, a"ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° •' • ° CENTERED UNDER WALL AND 16, O.C. VERTICALLY MAX • POURED MONOLITHICALLY WITH #� e FOUNDATION AND SLAB SEE SCHEDULEFi a SEE SCHEDULE EQ. EQ. ----SEE SCHEDULE SIZE FOR WXD, BAR SI _ / FOR v—, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL scALE:3/a"=1'-a' (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 — INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION scAL :aa'=1'-a' (NO UPLIFT) SCALE:34"=1'-0 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774,6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 A 64 t!f W 00 IP SU13DIV. ae IATBBOTT PARK LOT #32 BLK #12 ROJECT 04181.000-32121 MODEEc 3EEB "2260—EISTON" GARAGE SWINC;: LEFT PAGE: DETAILS %160 MPH EXP. C STEEL REINFORCING IN GROUTED ? CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" EAD W/+1" NOSE g Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS PAVERS #4 REBAR(TYP.) S < — m (R 8"CMU WALL z < a> Q L 8" CMU WALL +. o'-a'., TOP OF SLAB ----- - a.d•.. - TOP OF SLABS N SEE SLAB SCHEDULE Z 112' RADIUS OR ¢ ¢ N O SEE SLAB SCHEDULE ^ �` ",•. Z,: W CHAMFER as TOP OF SLAB co •# SEE SCHEDULE FOR WxD, BAR SIZE I / AND BAR QUANTITY w j a1 — z $ w c d °' • ° �°-10 'a<y EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE —„ FOR WxD, BAR SIZE AND &AR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 n G � , AT ALL PAVER AREAS SCALE: 12"=1'-0" SCALE: 12"=1'-0" SCALE: 3l4'�1'-0" SCALE: 3l4"=1'-d' 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 .at4 OR 26 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 12'xY' WEDGE ANCHOR WIZ' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN, 0 16' SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE ANCHORS W/ 10d x 1112, COMMON NAILS FILL ALL HOLES, DO NOT USE 10d z 3. rSEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 scnLE:3ra••=r-a• (W/ UPLIFT) Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND qQ SPACING REQUIREMENTS 07 U 0,0 N Z 8" CMU WALL c3 � TOP OF SLAB SEE SLAB SCHEDULE W BALSIZE1 48 BAR DIA. > EXT. PORCH SLAB-T" - 4" CHAMFER (I -STORY) O W/ 12" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE ♦ #4 24" APPLICABLE) 2 x MATCH STEEL .♦� 3d' REINFORCEMENT 6' PVC CHASE PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 6 THRU FOOTING SCALE: 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAN BLVD,, LONGWOOD, FL 32760 PH: 407-774,6078 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003325 9 V 5 3VHDIV. de LOT ABBOTT PARK LOT #32 BLK #12 PROJECT* 04181.000-32121 MODEZA 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 a g t 1. 4 fill I aunDIv. as LOT: ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODEIs 3EEB "2260-ELSTON" GARAGE 8MINO: LEFT PAGE: FIRST FLOOR PAN 160 MPH EXP. C FIRST FLOOR DOWEL PLAN TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM 1 VARIES PER ELEV g a CLEAN OUT REQUIRED FOR INSPECTION �i & • - � TIEtiERTICAL REBAR TO HORIZONTAL REBAR W/ W' HOOK _,II�` BAR SIZE 48 BAR DIA. Z W #3 18' #4 24' U #5 30" #6 38" #7 47' HORIZONTAL/VERTICAL 0 REINFORCING SCALE: 314"=1'-0" �W m NEW REINF. BAR K N SECURED W/ 2- PART (L I EPDXY. MIN. EMBED g 6", LINO = FOLLOW ALL MANF. g SPECIFICATIONS FOR _ USE AND Q PREPARATION OF Z HOLE. e. STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" A Z OFFSET METHOD CONTINUOUS BAR SIZEI 48 BAR DIA. METHOD ##44 za" HORIZONTAL/VERTICAL G) SCALE: 3/REINFORCING #5 BARS 117D ro.1 8" .. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngfoup.com AA #: 0003325 g r O i d A a mm svHDIV, Ale L074 ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 1LODELa 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 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 SEAM 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 (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DSIZE ESCRIPTIONREMARK O(2)DB (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)SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 OX16 (1)#5 (1)#5 N/A GROUTED SOLID B82 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SEE SHEET S2,2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - 1'-0" IRF14-1T/0M/0B am a 6'-8" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 o ` If kmk S aU13DM ac LOT: ABBOTT PARK LOT #32 BLK #12 PROJECTa1 04181.000-32121 MOD21A 3EEB "2260—ELSTON" GARAGE SrIRMG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 16' HOOK 30" TYPICAL #5 BAR IN BOND BEAM REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. 6Sc6' 9. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. IF OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 6'06" fp QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / / 4 TOP OF THE LINTEL. W�: 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. — P,05' (/TG� 8xl6 DBL BOND TOP OF BAR BOND BEAM BEAM Wl • / \O�� $ eEl� EACH COURSE G 8x8 BOND BEAM TOP OF BONDBEAM / GROUT GROUT SOLID FROMTOP I .\�AO� U = UNFILLED .p1\� NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2NO BOND BEAM, IF FILLED LINT • OQ�G�\a W/(1)#5 BAR10F. BEAM COURSE SEE NOTE 5 9 0 16-1 T/1 �/c L8xS PRE -CAST INTEL W/ #5 BPRR pO�y�F� NOMINAL—� LENGTH OF BAR =WIMASONRY HEIGHT # OF #5'S, TOPCORNER OPENING -7' I715 THIS ENGINEER'S INTENT BOND BEAM COURSE OR r� BEAM DESIGNATION THATXFXX- 1T/iMMB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: 3/4"=l'-d' AND XFXX-tt 01wB IND CATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX -1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - ITMMMB 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") 6' FROM EACH END AND AT LOWER ELEVATION 16' O.C. MAX. MIN 1.1/4" EMBEDMENT #5 BAR BENT AS SHOWN 31W' 2x6 (MIN 2 X 3) 2-3116 TAPCON - PRE -CAST n OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 6' 'v SLOPE FROM EACH END AND 19' 70O oC 1-1/4" `!: EMBEDMENT b x8 (MIN 2 X 3)23116 2-77 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 0 MIN E 2X4 SOLID BLOCKING BAR TO BE PLACED IN lm..) 8" FROM EACH END AND SECURE TO SHEATHING W! /7/16'OSB UPPER AND LOWER 16' O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BILK EA. END VCMUWALL #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP scALE,,/2"=,{Y• 5 scALE:34=1'-D' SCALE: 3/a'=1'-O" v PROVIDE 3" OIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I > I SINGLE #5 CORNER I BAR, 30x3D TURNED UP OR TURNED DOWN INTO STEEL REINF. OF EF � FILLED CELL BOND. BEAM 0 II I II 11 Bx6 CMU PIER PROVIDE #5 BAR YYY W/SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION RE ENS UTHAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE; 3/4'"=1'1Y' 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407-7744078 wwwabdeslgngroup.com AA #: 0003325 b gQ F k N W O SVSDIV. Ae LOT: ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODRIA 3EEB "2260—ELSTON" GARAGE SKIING: LEFT PAGE: DETAILS vo.160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUS M40 6.1T 1T 1TlW 1T -1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH WIT 81111T &20•IT 8124-IT 8/28-tr 8192-tT am -is 181rn ttn 1ri1 1TN 1Tn me-zr 8119-zr M2r 042r 9rte-2T et32-2r 3' 8' PRECAST 1438 962 3114 4217 6321 6426 7531 3'�" PRECAST 889 1024 3'8" PRECAST 16N 3524 4304 6263 6132 7001 2465 6119 a385 7708 9031 10000 1589 3524 4394 5283 8132 loot 4'-0" PRECAST 1085 700 2305 3125 3945 4785 6587 4'-0" PRECAST 514 783 4'-0" PRECAST 1353 3060 3815 4570 S325 6079 1951 0113 7192 6524 7a27 8751 1363 3060 3815 4570 5325 6079 Nor PRECAST 819 533 1770 2400 3033 30M 4300 N-8" PRECAST 398 591 4'$" PRECAST 1207 2582 3375 4043 4711 5379 1e25 15743 7547 6752 8541 7685 12D7 2707 3375 4043 4711 5379 5 �1" PRECAST 931 1247 1999 2580 3123 36M 4249 5' • PRECAST 4 411 411 5' 4• PRECAST 1016 1e08 2374 2044 3513 4084 1319 4400 7196 7342 57W 8269 1016 2276 28M 3390 3961 4084 5'-10" PRECAST 817 1024 1631 2090 250 3o09 3470 5'-10" PRECAST 340 339 5-10" PRECAST we UN 1971 2443 2915 3387 1161 3003 5877 e036 6648 5776 w 213e0 2593 3107 382D 4133 8 6' PRECAST 892 1139 3227 3031 3707 4383� 5061 8' e" PRECAST 410 721 8'8" PRECAST 835 1201 1578 1955 2332 2709 1130 3227 4 7054 10000 8826 836 18M 2329 2790 3251 3712 7'-0" PRECAST 570 9n 2496 2205 2W8 3191 3686 T 8" PRECAST 303 534 T 6" PRECAST 716 goo 1181 1462 1743 2D25 2498 3408 4864 7067 6472 727 1624 2026 2426 2827 3225 9' 4" PRECAST 428 839 1693 2204 2481 2818 2821 9' 4" PRECAST 192 384 9'�l" PRECAST 464 586 797 848 1129 1310 839 1674 2298 3081 4090 4899 672 1318 1843 19N 2164 2519 10'-8" PRECAST 388 487 1247 1787 1904 2183 2028 10'-W PRECAST 151 301 10'4r PRECAST 366 4a8 812 765 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 1989 11'4" PRECAST 330 544 1312 1742 2252 2eee 3880 11'-4" PRECAST 132 417 11W PRECAST 430 408 590 653 7n 872 544 1312 1742 2252 2W8 3652 406 1 1042 1372 1643 1470 1710 17-0' PRECAST 306 507 1210 Is" 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 557 098 783 607 1210 1596 2048 25M 3177 "0 940 1300 15M 1314 1478 13' 4' PRECAST 270 433 1045 1365 1732 2157 2535 13' 4" PRECAST 82 298 13'-4" PRECAST 308 303 393 4d4 us 8" 414 1045 1365 1732 2316 2805 398 780 1057 1312 1071 1203 IN-0" PRECAST 254 389 978 t272 1e06 1950 230 14'-0" PRECAST 71 293 14'-0" PRECAST 279 _ 3e0 443 sea on 390 978 1272 1808 1960 29N 318 717 961 1192 975 1133 14' 8' PRESTRESSED N.R NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 an 746 866 458 1079 1429 1824 2277 7712 246 ON 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR '34 NR NR NR 15'-4" PRESTRESSED N.R. 252 1514" PRESTRESSED 224 793 41 412 1014 1340 1703 2118 2513 230 81$ 616 1 908 908 1134 13 1359 1572 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 1T4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 366 451 587 ea0 300 NO 1121 1413 1739 2047 192 we 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 tea 348 430 513 W5 236 736 ON1200 1487 1710 led 429 823 803 950 1098 21' 4• PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 180 we 833 1038 1168 1488 142 373 537 890 81a 943 27 0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 22e 290 359 425 497 166 550 784 002 1203 1381 137 358 513 859 770 9D0 24' 0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 460 854 824 1014 1147 124 319 455 1 581 1 687 793 - 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 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngfoup.com AA #: 0003325 I;� � o t. lb I " g 41glim a i$ SLJSDIV. ae LOT: ABBOTT PARK LOT #32 BLK #12 PROJECT* 04181.000-32121 MODEL: 3EEB "2260—ELSTON" GARAGE SWn40: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM T-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN,) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE $ BASE PLATE OR REMARK DESCRIPTION REBVFORCEMENT 44 (3 lln31/2") HTT4 W/ 518" DIA. x 5" EXP. SYP. PT, WOOD POST I BOLT r- — — — — — — — - FIRE DRAFT STOP L — — — — — — - 3W SUB FLOOR —� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS III 3/4" PLYWOOD( DRAFT STOP �1'U PRE-ENG. FLR.JOISTS-p.I I1 TI 2X4 NAILER FOR DRAFT STOP 314" PLYW000 DRAFT STOP PLAN VIEW DRAFT STOP DETAILS If n u n It u It n n if II II 11 11 11 II II II II II11 it II II II II it II II II II II II h II II II II II II II II II II II II II II II II II II II L�—� II II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II II II II I' 1�1111111111 .,FJ3.,IIFJ21111111I aF��==�a �� �� �� "H1 —1 11 11 II N !I II II 11 II 11 II I If II 11 II II II 11 11 II If rif"I' l[ l,11 11 1111 It If 11 11 it It �� �� �� �� �� HI 11 11 11 11 11 II II 11 II 11 II li II 11 II 11 11 11 II II II II II II II II II II � � II11 II II II 11 II II II II II II II II II II II II II II II II II II II II II ii II II II 2X4 WOOD FARING B II II It It It II II SECURE 2X12 HDR It If II If II IIWALL W/ SYP NO.2 TO 2X8 HDR MTS-20 STUDS(�,6"O.C.II II II II IIW/(i4>D,46"x2,/2" II II II II TOP OF WOOD DBL II WALL EL. 8'-8", ![ II rSTU n n n NAILS I 1 u it I. STUDS PROVIDE DRAFTSTOPPING, �- SEC 12 H ALONG THIS TRUSS AS TO = = = TO L LIMIT AREA TO 1000 S.F. W/(I PER FBCR 502.12 NAILS ------ SIMPSON HU26 W/ (4) ll4" X----�'" 2 314" TITEN 2 ANCHORS TO CMU 8 (2) 10d X 1 112" GALV. NAILS TO TRUSS _ PRE FABRICATED LJOIST- @ 24" O.C. MAX -------------------- SIMPSON LGUM26-SDS W/ (4) 3/8" X 4"TITEN HD ANCHORS TO CMU 8 (4) 1/4" X 2 112" SDS SCREWS TO BEAM STUDS m x S �{Za' CJ3A n EJ4 ■ iA .I 4 e q CJ1A — — N — — 3 yKr SIMPSON HETA 16 WI (2) 1/2" WOOD PANELS FLOOR FRAMING PLAN SCALE: 1/4"= V-0" (JOIST 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 9 b 0 W Q O SlUDDI " as LOT -.-I ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODEL4 3EEB "2260-ELSTON" GARAGE ffiAIWG: LEFT PAGE: FLOOR FRAMING PLAN 160 MPH EXP. C 8CALM 1/4"=1'-O" 1 S3 A-Q) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS SHOWN) C_,1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 17 on MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 7' x 4', 6', W x 4'4Y' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LSS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A11 1 B 1 C NPICAL TRUSS/ GIRDER CONNECTOR(S) SCALE:34"=1' " 8 BACKER BLOCK THICK) 8 4500 3/4" WOOD PANELS 6000 12)12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED ASPER SCHEDULE PRE-ENG (JOIST 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 177GYP. WL. BD, SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION L.B.W. 4 scALE:3/4"=V-0" (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM. - PLATE DEPTH 1/4•D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE >5/6' HOLE DIAMETER 315•0 DBL. STUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -. TRUSS ANCHOR WITH (9) 1 Od x 1 �' NAILS TO GIRDER, PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 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. L-A41) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS }" x 2 }" TO GIRDER B-0) SIMPSON FGTR GIRDER TIEDOWN WITH (2)} x 5' TITEN HD TO CMU AND (18) SIDS }" x 1x2, h WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/iLtl C{2)SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) J" x 57ITEN HO TO CMU AND (18) SIDS �' X 3" 1x2 SECURED W/tOtl MASONRYBOND SCREWS TO GIRDER(EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, W 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 LSS (2 PLY MIN.) 2A 26 2C TYPICAL ROOF scA GIRDER CONNECTOR(§) 8� BACKERROCK 7lICIBi886 4500 3/4" WOOD PANELS 8000 (2)12" WOOD PANELS 60 (2) 12" W000 PANELS 90 2.LUMBER LSTA122'GA UGE W/ 11112 HDG COMMON NAILS. a EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK Lo HTT4 Wl 5/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (18)16tl z 2-1(Y' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB �LVL/WOOD POST CONNECTIONS .7 SCALE: 3/4"=T-O A- SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U <701BS W/12)3/4"" 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) 314° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12" 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, 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (B) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN, EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) IOCW-112" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" 5'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 14' TITEN 2 ANCHORS TO CONT POURED LINTEL 1111900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 1Od TO TRUSS AND (4)114" x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-D' (2) 2X4 No,2 SYP DIAG. - BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-U' (1) "X" BRACE 30'-1" TO 60'-0 (3)'X' BRACE (1) "X" BRACE ® CENTER (2)'x' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - 1x4 DIAGONAL SEE ARCHITECTURAL BTM. CHORD PRE-ENG GABLE TRUSS—� BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER —� MAY NOT BE REQUIRED TRUSS ENG) BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. IX4 BTM, CHORD BRACING 6'-0" O/C —� - --END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP BTM. CHORD BRACING 0 SCALE: 3/4"=T-a' 2x4 BLOCKING BETWEEN TRUSSES WHERE XSRACING IS PRESENT AT 4-9- O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/7' DIA ANCHOR BOLT W/ 7' WASHER SET UJ HIGH STRENGTH EPDXY 6' MIN, EMBED, AT 37' OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 6" O.C. MAX CONT. 2x4 SECURED W/ (2)1Dd's ® EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3/4"=1'-fP' 24" 24"MAX. W(JOIST 8* END 8" MAX. SPACING END wA-JOIST ACIN SEE F AMING PLAN TYP TYP P END OF MAX MAX MAXZ LEDGER BD. .1 THE USE OF ALTERNATE MATERIALS MAY BE ) 2X8 BYP P.T.W �2EDGER EDGE LOGIER P. BOLT/ J-BOLTW/7 USED SO LONG AS THEY CONFORM TO THE BOLTN-BOLTVW WASHER & 512" BOARD TO BE USED 1. ENSURE THAT EXP BOARDTO BE USED WITH IJOIST WASHER 8 5 la' MIN. EMBED.(lYP) WITH (JOIST BOLTSLI-BOLTS ARE PLACED MIN. EMBED. OYP) FOLLOWING INTO GROUTED CELLS, B" ALL AROUND BOLT. HA H 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF Z 3. . 3. ALL BOLTS TO HAVE WASHERS 4. SHOULD T B ANYBOLTSIJ.BOLTS NOT BE ANY CLOSER THAN 8' Z O/C. g 5. ONLY LEDGER INDIRECT (2) 2X8 SYP PT CONTACT (REAR LEDGER) WITH CMU REOUIRED TO BE P.T. FRONT LEDGER s' (2) 2X12 SYP Pt REAR LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END BPACIp CENTRAL SPACING A DOUBLE SYP 2X8 12" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2X12 (2) 3/4" W MAX. 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A 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 F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdosigngroup.com L AA M: 0003325 Km W O is k4 0 I I fill 11 is SVBDIV. As LOT: ABBOTT PARK LOT #32 BLK #12 PROJECT* 04181.000- 32121 MODEL 3EEB "2260-ELSTON" GARAGE 8WIPJG: LEFT PAGE: DETAILS (I -JOIST) %160 MPH EXP. C SIMPSON H6 WI (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMMON NAILS EACH END (JOIST J LVL-/ PLATE STRAPS W/ 10d x 1 1/7' HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE:3/4"=11- PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-9' O.C. (AT O SHEATHING SEAMS) (BLOCKING TRUSS �.�PRE­ENGIDWO.. 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2X6 PT. PLATE TO BLK W/ TRUSS PLAN W/ ltz' DIA. ANCHOR SOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6•• MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2XS P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2) 1Od's 0 EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3l4"=1'-0" 8'CMU WALL— REINF PER PLAN (2) 214 P.T. W/ - MASONRY NAILS ® 17' O.C. 1X2 FIRE -STOP - STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A-SIMPSON MTS12 U < 990 LBS W/ (14)1 Od GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 1 Od GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPHB BTM AND TOP PLATE ANCHORS W/ 1Od x 1 1/Y' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3" REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS 140IST (SEE FRAMING PU DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.IA. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 SCALE: 3/4"=,•-0" PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR I2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 1/7' GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ 1219" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. 0 16" OC MAX. �^ STRUSS CONNECTION @ L.B.W. SCALE: 3/4"=1'-O•' REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A e" CMU WALL— REINF PER PLAN 11' 24" M —I-JOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS 12" O.C. 1X2 FIRESTOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 o• :Q: �Obl TRUSS/WOOD POST CONNECTIONS 10a SCALE:34"=1'•0" TRUSS TO POST CONNECTION A- SIMPSON MTS-12 U <9W LBS W/ (14) IOd GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C-2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10)1/4" X 21/2" SDS TO POST POST TO SLAB CONNECTION A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6•' EXP. SOLT C - SIMPSON HTT5 POST ON SLAB <U.4,565 W/ 5f8" AB. WITH MIN. T EMBEDMENT TO SLAB & (26)16d x 2-1a NAILS TO POST. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA. #: 0003325 _ J C stmDm Z TAT ABBOTT PARK LOT #32 BLK #12 PROJECT# 041131.000-32121 WODZU 3EEB "2260—ELSTON" GARAGE 8TIIDTO: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. G 29'-8" 21'-8" 5'-10" 8'-10" 9'-0" 2'-8" 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdeWgngroup.com AA M: 0003325 2 � � 9 BUSDIV. & LOT ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODEL: 3EEB "2260-ELSTON" GARAGE 81VING: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C Dp.M; 04/06/21 SCALE: 1 /4"-1'-0" y LAP TOP PLATE A MIN. OF 48" F- - AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, V O.C. BTM. Q AND QUANTITY PROVIDE 1x LAP TO OCCUR OVER STUD Z WOOD OR 1/2, PLYWOOD g FILLER(S). NAIL ALL TOGETHER a W/ 16d COMMON NAILS, W 1t 2-ROWS, 6. O.C: SHORT 2x STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLY ABOVE 3/4" DIA. x W MIN. EXPANSION BOLT W/ 30 OVERSIZED WINDOW WASHERS PLACED 16' O.C. 4" MIN. CONC. EMBEDMENT SECTION A -A 8HW a4G I • SHORT 2x STUDS BENEATH WINDOWSILLS 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END `y asy SIZE AND QUANITY F PROVIDE Ix WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10d x 1 1/2' O.C. GAL. COMMON NAILS, FILL SIMPSON SPH4 OR SPHS ALL HOLES OR SPH8 TOP & BOTTOM 4'-01 MIN. TOP PLATE SPLICE STUD PLATE TIES W 11 Od x i AND NAIL W/ 16d COMMON 1[ 1/2' GALV. COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL (y� EVERY HOLE. DO NOT USE- J� 3" LONG NAILS • ® ® I 6TM. MEMBER OF TOP —I k! G I PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. COMMON 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 NDER FADER SEE SCHED FOR # FULL HEIGHT 2x STUDS IA IN EXP. / 4" 1O 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. TVP. 32' O/C 6" MIN CONOEMBED. TYP. 16" MAX. DBL. TOP PLATE CONT. (3) 2x12 HEADER PROVIDE 1/2' PLYWOOD FILLER(S). NAIL DBL. TOP PLATE ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' , — — 2x6 BLOCKING FOR SHUTTER O.Cy INSTALLATION. PROVIDE 1/7' PLYWOOD FILLER(S). NAIL nt ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.0 2A2's 2c10'a (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6' O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.C. SINGLE BTM. PT PLATE LAP TOP PLATES AT CORNER, 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 1 (2)2x8k2)2 (2)2x10 (3)2x10 (2)2xl2 (3)2x12 S=VACa18o1S0.C. VWSPACWGQWo.C. 0-2ft 2 2x4 2 2x4 (3)Zx4 SPAN KINGS SPAN KINGS (2) (2) (2) 2x6 (2) 2x6 (2) 6 (3)0-2ft 3-4ft 5-6ft 3-4ft 1 2 0 - 2 ft 3-4ft 1 2 2x4 2 2x4 2 2X4 3) 2x4 (3) 2za 6 ()2x6 2) 6 (2 2x ()2x6 12X4 Zx4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5-6ft 3 5-6ft 2 7 - 8ft N q' (2)2x6 (2)2x6 7-8ft 3 7-8ft 3 2 0 2x4 2 2x4 2 2x4 2 2x4 2 2x4 9- !Oft 5 9-10ft 3 (2) 9 -10 ft 2.4 2x4 2x4 Zx4 2 2x4 2 2x4 2 2x4 2 2x4 10 - 12 ft 5 10 -12 ft 4 Zx6 2x6 2x6 10 -121 2x4 2x4 2x4 214 2x4 2 2x4 2 2x4 2 2x4 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL I SCALE: 3l4"=1'-0" 16' MAX. PROVIDE (3) STUDS ® ---- —NAIL STUDS / —NAIL STUDS — —PROVIDE (3) STUDS CORNERS LAP TOP TOGETHER W/ —J TOGETHER W/ CORNERSLAPTOP PLATE MEMBERS 12d 0 12' O.C. 12d 0 12' O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0 PLYWOOD SHEATHING, "ROOFNVALUFLOOR SHEATHING CORNERS LAP TOP SEE"ROOF/WALL/FLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER SCHEDULE" *— PLYWOOD SHEATHING, SEE "ROOFANALLiFLOOR SHEATHING FASTENER SCHEDULE" 15zl 19- C2 D 16" MAX. Cl EXTERIOR MASONRY / WOOD PROVIDE CONNE TIONS CORNERS LAP TOP COLATE MEMBERS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND n SCALE: 1 VERT, STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d 0 1Z' O.C. 10 DIA. SIMPSON TIEN BOLTS 5" MINIMUM 10 DIA SIMPSON TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALL/FLOOR SHEATHING CELL 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" le, O/C, VERTICALLY MAX 16' O/C, VERTICALLY MAX C4 JJ NAIL STUDS TOGETHER W/ 12d Q 12'O.C. I • SHEATHING ON I X I INTERIOR OR V V I A Bm N J EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON Zx4 WALLPLACE 30# ROOF FELT t=m 2x TO BLOCK (2) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS - (2) 2x TO BLOCK ON 2x6 8 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA A: 0003325 9 O SU13DIV. as LOT: ABBOTT PARK LOT #32 BLK #12 PROJECT* 04181.000-32121 MODEL. 3EEB "2260-ELSTON" OARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN 81 LONGWOOD,FL32780 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com L AA #: 0003325 Il9m aI a 9 RII it I avHDIV. & T: LO ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODEIA 3EEB "2260—ELSTON" GARAGE MVIMG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP C 1 8CALE: 1/4"=1'—O" 1 S4.2 FRAMING NOTES 1. U,N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x i 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS K/ =1 TH=D%AMC= HEADER SCHEDULE MARK SIZE d DESCRIPTION REMARK O(2)2x6 (2) 2X12 BEAM SCHEDULE RZUM INDICATES OPENING BELOW I 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 (Pal) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 SX16 (1)N6 (1) ` WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)'S WA GROUTEDSOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES LINO PROVIDE B82 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 17'-4" LINO I 1 4# ♦♦ 1 � 4 i i ♦♦ 1 8F8-1T/0M/0B 8F8-lT/0M/0B 1 �------------------------------ SECOND FLOOR LIFT BEAM PLAN SCALE: 114" = V-0" 1 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-774,6078 FAX 407-7744078 www.abdosigngroup.com AA B: 0003325 03 9 lliP is N h D reumom a. LoT ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODEL: 3EEB "2260—ELSTON" GARAGE 8TFWG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 a/e-w le -IT 1T 1T 1T -1T TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH 81a-1T 8/18-1T a/20-IT 824-1T a2&1T 8192-1T 8/e 16 le trn 1nt trn 1Ti1 1T/1 9/s-2T Bite 2r e2o zr erz4-zr e2e zr ar92-2T T-W PRECAST 1438 952 3114 4217 6321 e428 7531 V-6" PRECAST 889 1024 T-w PRECAST 15e9 3524 4394 5263 6132 7001 2/e6 8119 8385 7706 9091 10000 1589 3524 4394 5283 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5597 4'-0• PRECAST 514 783 4'-0• PRECAST 1383 Soso 3815 4570 Me eo79 1961 8113 7192 e624 7627 8751 1363 3060 3815 4570 s325 6D79 4'4r PRECAST 819 533 1770 2400 Bon 3ee6 4300 4'-0" PRECAST 398 591 4'-8" PRECAST 1207 2582 3375 4043 4711 6379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2500 3123 36M 4249 5' 4• PRECAST 411 411 5' 4• PRECAST Me INS 2374 2944 3513 4084 Me 44M 7196 7342 5790 em 10% 2276 28M 3309 3961 4084 5'-10" PRECAST 817 1024 1631 209D 2549 30M 3470 5'-10' PRECAST 340 339 5'-10" PRECAST go1409 1971 2443 2015 3387 1161 360 5877 e098 6648 �g on 2080 2593 3107 3620 4133 6-0" PRECAST 1139 3227 3031 3707 4363 50610O 6 8• PRECAST 410 721 8 8'' PRECAST 835 1201 1578 1965 2332 27M 1139 3227 4508 7054 10 8825 835 lees 2329 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 24oe 899 3191 3085 re. PRECAST 303 534 T 8" PRECAST 710 900 11al 1462 1743 2025 938 2498 9 4864 70e7 6472 727 1624 2026 2420 2827 3228 9' 4" PRECAST 428 833 1593 ?204 2481 2618 2621 9-4- PRECAST 192 384 9' 4" PRECAST 454 566 757 We 1120 1310 839 1874 2296 9097 4099 4899 572 1316 1843 19N 2184 2519 10-0" PRECAST 388 487 1247 1767 1904 2163 2028 10-0' PRECAST 151 301 10 8' PRECAST 356 468 812 765 e99 1042 560 1407 1897 2781 3222 37e4 504 1180 1472 1789 1710 1989 1114• PRECAST 330 544 1312 1742 2252 2868 3890 11'4• PRECAST 132 417 11'4" PRECAST 430 406 530 653 777 672 644 1312 1742 2252 2889 3552 4� 1042 1372 1843 1470 1710 12'-0" PRECAST we 507 1210 1596 2048 2505 3191 12-0' PRECAST 111 370 12-0' PRECAST 383 306 478 587 098 783 507 1210 1598 2048 2688 9171 440 940 1300 1880 1314 1478 13' 4• PRECAST 270 433 1045 1385 1732 2157 2535 13' 4" PRECAST 82 298 13' 4• PRECAST 306 303 393 484 575 645 414 1045 1385 1732 2316 2005 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1006 Ins 2279 14' 0" PRECAST 71 293 14' 0" PRECAST 279 278 300 443 528 so 390 978 1272 low1950 2389 370 717 961 1192 975 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8' PRESTRESSED N.R. 283 14'-0' PRESTRESSED 239 422 506 e26 748 805 450 Ion 1420 1824 2277 2712 20 an n0 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NIR PRESTRESSED N.R. 252 15'A• PRESTRESSED 224 367 464 674 684 793 412 1014 1340 1703 2118 2513 230 616 906 1134 1353 1572 1Trl" PRESTRESSED N.R. NR NR NR NR NR NR 1T 4• PRESTRESSED N.R. 183 1T 4" PRESTRESSED 187 326 365 451 587 seo 300 am 1121 1413 1739 2047 192 506 720 501 1136 1312 19%4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 286 348 430 5t3 505 235 730 959 1200 1467 1716 186 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR 21'-4" PRESTRESSED N.R. 125 21'- 4" PRESTRESSED 142 3e1 ale 527 0 180 We sea e33 03 1099 flee 148a 142 373 a73 537 537 a0 81e 943 943 V-0" PRESTRESSED N.R. NR NR NR NR NR NR 22.0" PRESTRESSED N.R. 116 72-0" PRESTRESSED 137 no no 3% 428 497 105 s50 784 9� 1203 1381 137 358 513 8!9302 779 Wo 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R.74.R. 91 24' 0' PRESTRESSED 12A 245 380 418 120 450 864 824 1014 1147 124 1 319 455 1 581 1 07 1 793 - ALL VALUES TARN 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 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407.7746078 FAX 407.774-4078 www.abdesigngroup.com L AA #: 0003325 ABBOTT PARK LOT #32 BLK #12 1pRoJmcT# 04181.000-32121 MODEL. 3EEB "2260-ELSTON" GARAGE 8TnNG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAIS W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 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-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-), 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA N: 0003325 A s M ilia >9VHDIV. Ag LOT ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 MODEL:• 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN 160 MPH EAR C A' ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 81.20 PSF (71.20) ZONE 3 = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF IS0.70) ZONE 3e = 82.90 PSF (92.90) ZONE 2n • 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (f00.80) ZONE 2r = 82.90 PSF (92.90) 'A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL ROOF DIAPHRAGM. FQR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40201. FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE tOd RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF C*BLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIM. TENSILE STR. SHANK I ASTM 10d RING SHANK 21/7' 0.131 SCREW SHANK 170000 RING ZING RINGS P6- RSRS 03 Bd RING SHANK, 23/8" 0.113 F1667 SCREW SHANK ER INCH) Bd RING SHANK, PNEUMATIC 23/S' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 11Z' CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: tOd NAILS 0 4" O.C. ON EDGE ANDS' O.C. IN FIELD ZONE 2e, 2n, 2r. 1Od NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3s, 3r: 10d NAILS 0 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 SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES a J z z ZQ�W S C/ '0 Z li ZW So w Y c U rn O Z � 8 SW L (7 19 RAFTER OR TRUSS RDOF CHFATHINr: U nulL.ulrv�Lervuln T- ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NM GABLES -DROP GABLE END & (1) ADO'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 160 .C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS N (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2J BLOCKING PER NAILING SCHEDULE C1od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING , C#8 2' DECK SCREWS R 6"-8" O.C. MAX EDGES & 17' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL. NOTES' ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C3314 MAXIMUM AGGREGATE SIZE SHALL BE 3/B. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION NTH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7d1 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Mr. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402(802-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64MIL CONDNUOIIS POIYETHYIENEVAPOR BARBER MEMBRANE UNDERALL SU&S-0NC-ROlRA N4B:PE INDICATED ON ELASTICITY- 1,400,000 PSI. ALL WOOD IN CONTACT MATH CONCRETE OR CONCRETE SMOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A SORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DDT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT VWHEREA DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED CALM. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMWORK 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 NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP NZIS THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS WELDED WIRE MESH, SHALL BE ASTM A1064/A7064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED NTH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFTRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED 1N FLORIDA.O SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL• CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY BARS DEFORMED FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE E E DESIGN LOADS: N THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTEDWOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP e x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD —on —rem REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 3e" WOOD TRUSSES. 10 Psf BTM CHORD-n—oncurmnt #5 BAR - 30" #7 BAR - 42" PROVIDE 38' x 3W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 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 WITH ANSUASCE 7 88: 1990, 18 W9 TOP CHORDHAT 20 pet 70P CHORD psf ASPHALT SHINGLES) N. OYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 1 10 psf BTM CHORD B 5 p ST 5 pd BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf 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 80 Psf STAIRS LIVE LOAD 40 psf Wes' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST 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 (ASCE 7-10 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20ps( HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WTHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pO, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY' PROVIDE NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM NTH 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 COMPUANCE NTH 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 NTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL BLOCK WALLS SHALL BE HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ANCE VOL MANUFACTURED IN CONFORMANCE NTH ASTM GBO, GRADE Pm 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 0J76, AND SWILL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED N A SLUMP OF S" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: "M" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING TYPE OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS 70 BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL .STEEL: BE MADE BY THE GE0.TECH. ENGINEER, THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY NTH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: BTH EDITION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A38M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 46 W. STRUCTURAL PIPE SHAM BE ASTM A53/A53M GRADES TYPE E ORS F = y L y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 kti. TUBE AND PIPE COLUMNS SHALL BE CONCRETEfILLEO IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL ACCORD STM 25/EWT BOLTSNTHWASHERSUNDEHOD. TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'd- PRIOR TO THE ADDITION OF PLASTICIZER IN SHALL BE TIGHTENED IN ACCORDANCE NTH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLYWITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94MOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MU( UNTIL IT 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 SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER RERAR SHAD. BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FORCONCRETE EXPOSED TO EARTH ANDIORWEATHER 1-Ur FOR MI5 AND SMALLER 2" FOR NO AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS ANDJOISTS 14/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUCATON EIZE TYPE SPACING REMARKS APPUGAngB SIZE TYPE SPACING REMMK6 1,Q PT FURRING TO CAGE HARO@Im Gdl B.� GARAGE DOOR BLCx 00. TAP:ON MASONRt B OC I I?EMBED.,4'E ST., MPSONRYICONG. NNL11?LONG. M19QVRY,NNC NOWl%R FASTENER 11?EIX3E018T. BGD�AL. EM DOORS CABS HARDENED COIL B'p'G YNNOOMMWOR/FMTENED GPAAOE ODOR &CAI 18`O'C (3/S"WI EMBE0.. 4"ENDgBT.. v ,eEE NmEe 11?MONO. 6TAOGEREO N TO MAB(xIRYKUrIC. TO MPeONRYCUNC. xtl WASHER IXPANeION BOL T y. dCI120W SEDGE DI6T. W1ND01NBlCK EHIROENEDCOIL O'OIG V4NDOVADD�UFPST.. METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT SEE NOTE6 NAIL 11?LONG. STAGGERED INTO REQUIREMENTS IXT. SWINp DOOR BtHY[3 Pr. SEE NOlEB (T b16dA. NO WASHER "TAPCOM HASTIER t6 OC 11R`EMBED,B"ENO. gST.,11?EDGE GIST. NClLBEAPoNG WOOD WALL TO CONC. 6lAe 1?° E%PPKSION 4"EMBFD4°ETA MB WASHER BOLT 14 OC q&T.. 3'EDGE qST. L PT WINDOW BUIX 0.138°p— fA' B'GC 4` ENO. ..T. 11? IT T09TEEL COL., SEE WI —HER STAGGERED EDGE D18T NOTES NOM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SLANG DOOR$ TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-Zf HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW ANO DOOR BUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR NTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED N TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774"6078 FAX: 407-774-4078 www,abdosigngroup.com AA #: 0003325 _ _. p G O C 9VHDIV. a LOT: ABBOTT PARK LOT #32 BLK #12 PROJECT# 04181.000-32121 1LODEIA 3EEB "2260-ELSTON" GARAGE STII/ING: LEFT PAGE: DETAILS 160 MPH EXP. C I 1 4 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS 1. - ?, MAX. DETAIL A FASCIA 0 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT 1Q HEM AND IN VALLEYS STAPLES INSTALLED @-L 12" O.C. MAX (INTO NELQ3 07 WOOD) IN J-CHANNEL SLOT i„ BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMOI / BY OTHER EMB. 1X2 WOOD BATTEN 11 : OFFITID `-J-CHANNEL D DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR- 2X2 WOOD BATTEN 10 10d NAIL AT EACH STAPLES INSTALLED Q7 TRUSS/JOIST/ RAFTER HRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR (18 _ TAPPING SCREW, 7� STAPLES INSTALLED THRU SOFFIT AND BATTEN ATTACHMENT FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS i" MAX - of lo- DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFITS" l 30 J-CHANNEL) i" A r%r-TA 1/ r- 1 ^.. A\ I.- TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'— ram ---SPAN 'L-- SEE DETAIL'A' SOFFIT --SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END O 01 WOOD BATTEN �2X2 WOOD BATTEN 10 — . O SOFFIT _f INSTALLATION SCREW, Q J-CHANNEL- BATTEN ATTCHMENT © �„ FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 7O WOOD) IN 3-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR EAVE WIDTH `-EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) v "—CONCRETE; OFFIT-� CMU OR WOOD SEE DETAIL 1 SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. ii.08 :jj DETAIL A 12 A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 �1 11 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7746078 FAK 401-7744078 www.abdeslgngfoup.com AA #: 0003325 J I sis � � o W O 1vtojzcT# UBD2V as LOT BBOTT PARK LOT #32 BLK #12 04181.000-32121 HODMIU 3EEB "2260—ELSTON" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C aCALE: 1/4-=1'-0- axEET SD1 -2, ?-- -o