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HomeMy WebLinkAboutAbbott Parkr- 99 91828-4EBB—CAL19 Al HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -RIABIDA BUDIa= CODE, USMSM UL rnl oN (om) T/�/��L -AM NV� � SI'ATB CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR RBiL4H - CLASS B -BASIC WIND SPEED - Vult=160 MPH vase=124 MPH ;fl° Y RESIDENCE - C -2-STORY RESIDENCE - YAX. HEIGHT AS PER LOCAL ABY ABOVE LAV LAVATORY AD ADJUSTALELUMme. LUMINOUS A/C ADJUSTABLE CONDITIONING MC. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER MUM BD� BOA D OE MT. METAL TRtESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET Mn.. METAL CLG. CEILING N.T.S NOT TO SCALE CLR CLEAR O.C. ON CENTER CP NC °°RPET'E P.R xs BUTTTONN DT DRYER PH. PHONE DBL. DOUBLE PLYWD PLYWOOD GLAZED PR PAIR DATE DESCRIPTION 01l6"D CDT+18em ARCHITECTURAL SHEET DESCRIPTION emsm mn FBC UPDATE PG Cl—COVER SHEET PG Cl —GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN Oft/IS CD*Fig-INED OM M SIDING ELEVATIONS ADDED ��/� Cp'8RE•188UED �^s+pm 0P,nim CDT! REISSUED O'„p/P% ADDED CJVLESSFOOTERATGARAGE DETAIL (FORT MYERS) 02MAS PLAN MAINTENANCE AND STATE CODES D.G. DI& DIM. DISP. DP. DR. D.S. DIL. D.W. EA. ELEV. EQ. EXIT EXT, F.G FX F.G. F FLIN. R FLUOR FFIL 'TGDR. GA GAR. DISP. O.F.I. OL. GYP. BD. H.B. "IN°si°RHT TNT. DUAL DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FD�DGLASS FUEL GAS FINISH FLOOR FLUORESCENT FOOLINGDOOR GAUGE GARBAGE DISPOSAL, ORGUND-FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOWHEADERcoRE INSULATION FIERIOR P.T. R. RAD, RA. REF. RM RO. S.C. S.D. S.H. SILT. SHTHG. SHWR SINE SL. SL. GL. STD SwS TINT THK. T.O.C. T.O.P. T.O.S. TYP. U.NO. WP. wM. WOW W.I. PRESSURE TREATED RISER RADIUS REFRIGER TORILL REFRIGERATOR ROOM ROUGHOPFNI G SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHINGAR SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEARWALL TEMIS EDGLAss THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE WASHEPROOF wooD WA�TERHEATER WROUGHT IRON PG Ml —MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAi—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 03fAA REVISED LINTEL. SIZE AT FRONT ENTRY DOOR -STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774—SOTS Fax: (407) 774-4078 SQ.FT. CAWS W4/19 ADDED ADDITIONAL RECEPTACLE N GARAGE PER WLL BATSON (MELBJ 0444A REVISED HVAC VOL.U'ES ON SOFT CALC SCHEDULE (MULE) LIVING IB2S8QFT• GARWA 430 Sa FT. EHTW Ifs 80. FT SO SQ FT. TOTAL 2,362 SCL FT. 06MIll ADDED' EXTERIOR MOW DEEP FOOTER'DETAIL DRU /SI.IAIC 0612UIS ADDED LED LIGHTS 0 KITCHEN 4 BATH PER MARL BOYES 01/F9A9 ADDED STONEOPTION ELEVATION C t D (TAMPA) ftAVIS ELEVATION a' SIDING -ADDED LOUVER • GABLE ROOF IO�,y,B ADDED OPT. S'-V CEILM HEIGHTS OVOIRO REPLACE USP Ca*ECTORS OTN SM-50N CONNECTORS 04A0Vt0 WAGE EHKAYENT RADON MANDn AD�IONB 04/Me OPT. W-O' CLG. HGT.- ADDED LED LIGHT INFOYER 041VMC OFT. W-O' CLG. NOT. ELEVATION'C'- REVISED HE04T OF ARCNW4Y ADDED ELEVAT04IL' I M' (ORL) STRUCTURAL SHEET DESCRIPTION M40 ADDED ELEVATIONS MG'•MH'-MS'(ORLJ PG Sl —FOUNDATION PLAN PG SlAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIIJTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. OV0Vl1 2070 MC tFDATE 03 I ADDED eoFFrtDETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAII7NG OR EXPLANATION IN PG S2.lA—DETAILS PG S2.2A—SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS CLARIFICATION. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI —SOFFIT DETAILS RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN 8L LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.cam AA N: 0003325 1 a z J tY w BunDIv. & X.0711 ABBOTT PARK LOT #24 BLK. #11 PR,O'T 04181.006-24112 MODEIA 4EBB "1828—CALI" GARAGE EiY1ING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C 23 u IB 4/19/21 CA=: 1/4"=1'—O" C1IHIEE'P GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHRECT/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. T 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 %s-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y' INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. 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 ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBWO 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 W 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. B. 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. EKTERM 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 RNISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEMMN 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114" TYPE "W/' DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURERS SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 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) 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 2% M i m i 6 e IPR U39DIV. ae LoTBBOTT PARK LOT ##24 BLK ##11 OJECT* 04181.000-24112 MODEU 4EBB "1828-3ALI" GARAGE STRING: RIGHT PAGE: GENERAL NOTES 160 MPH E . C y' • A. c< x v:,ln DA T`. 4/19/21 SICALE: 1/4"=1'-0" SiFIE CT GN 'W-A' oilo o pJ0111�0 � �ol1YYYY1liY11oIlYY1YU1Y1lo o111fU;_o I p � ME ---ollic o _ ::�►' 11 n o 011111111io i m M m 11 I . 11 - C - . r E . i p I ■ �� ��� a �� 00 � ■ O �� ill 0 Ia�a►►� o '_ • . ` O =1 of M ME „ _ i O \AS REQCODE ■ PER BLDG. ,1 GARAGE Q FOYER .. wmy ., 11151111110, O'11�11I10 oi111'o; 011//110 FLOOR PLAN WALE: 1/4' . I'-0' it w -*I SQ.FT. CALC. S LIVNC■ I)D28 SQ. FT. GARAGE 430 Sa FT. TRY IG Sd FT. LANAI 88 Sa FT. TOTAL 2962 $a FT. COY CIIDDIga8DLQADB eaac Elanalso ellE Fo1 a eeoao IDE O a111e OPti1108 8mm 101E =wHINCMA IEIW118 NOTEE FooTME MIN. WINDOW to 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN.. CRITERIA $.GD. MIN. 41 5 3V-39 CRITERIA W10 O.W.D. 56 5 29.1/-313 12'x12' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C. MEAN ROOF HT. - Il'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMM DAIB VJ40 # I,"4• DBL. TOP PLATE 9 in BAR DETAIL HDR. DTL. A SCALE, V2'•1'-0' B SCALES 1/2 . I'-®• NOTES HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLEN IM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THIC104ESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICIG OR 20-MINUTE FIRE -RATED DOOR$. i N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abde8igngroup.com AA N: 0003325 D :o � kbk b SUBDIV. & LOT ABBOTT PARK LOT #24 BLK. #11 PROJECT* 04181.000-24112 MODEM 4EBB "1828—CALI" GARAGE 9VnNQ: RIGHT PAGE: FLOOR PLAN 160 XZH EX&C D .ICE:, 4/19/21 acALE: 1/4"=1'—O" 8*E=T Al SHINGLE ROOF I6'X60' FYPON DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED Q BAND (TYP.) UL 0'-0. FIN. FLRw 8'-0' MRS. HGTs - — - — - — - — - — - — - — - — - o./-18'-4' 5LDG. HGT. FYPON LVI2X24 h—fl OR EQUIVALENT LAP BIDING AS SPECIFIED (TYP.) 4'FREIZE 6' T ITYP.J TRM/ BOARD (TYP.) i FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING A$ PER POOR R103A OFF RIDGE VENT OPT.COACH L IGHT OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE HGT AREAOFATTIC = 2364 SQ Fr. NETFREE VENTILATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA 2364/30D 7.98 VENTILATION AREA X SQ INCHES PER FT.(1441 = IL14.72 SQ IN. MN. REQUIREDVENTILATION = .5X 113472 IN UPPER PORTION OF ATTIC - 567.36 SQ IN. OFF RIDGE VENTILATION AREA = 115 SQ IN, PER VENT 567.36/11S TOTAL It OF VENTS REQUI RED = 4.93357 TAL#OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED ,o8'-0' 5RG. HGT. FEW Imi U REAR ELEVATION ALE: 1/4 . I'-0' TEXTURED FINISH -0' ,o0'-V FIN. FLR. 0'1 0' ERG. HGT. ,,0'-0' FIN. FLR U -0' FIN. FLR DECO. DTL. A SCALE: 1/2.1'-0' • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdasigngioup.com AA S: 0003326 tl tyi o 0 kbk 6 lIiJBDIV Ae LOT: ABBOTT PARK LOT #24 BLK. #11 PROJECT* 04181.000-24112 MODIM 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATIONS ,1CTX 160 MPH EA C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e 12eV OUTLET 20 AMP SNGLE POLL IIOV CUTLET IWV OVtLET N Q OUTLET IUNRSD ro tuITCN �Ca GPI IIOv OUTLET � Wawa FALL NllwtM (TAME" REMOTANT TTPE) a@ 220V OUTLET (4) WERE CONNECTION iUND CUTLET OOP FAULT ropoti alNPr" OUTC4 BUTC14 3-WAY OPER GUTC 4 4-WAY OPER I-0 W4L1. MOLMTBD � LIONT CEILING LIGHT © LED CLG LIdA4r ©Ylp LED VAPOR PROOF LOW OVP VAPOR PROOF LOW o RNCAN 0 VO4T. PAN 1 OM MR SQ IT VENT. PAN YYLIONT I---- V L R)4RIK TWO /ePEc's By FLUORESCENT WRAP ® (REC88SED) AROUND IIRAP 7-o"AROUND }� 2'RIOMWCZNT w FLUDOOMCANT p� ..t.—A A 4' TRACTS LOWC�-mllll PANEL METER SMCq 12ETECIOR T�1 U14LL MOUNTED MATT. SACK -UP 6101cB DETECTOR Wf.y TQr e/CO CAPOOK MONOMMINTEF T� SHALL M A DISTANCE OF NOT LI" TAN 4' FROM WALL MMMT LWIT Ll� NATURAL GAB OUTLET ► TMJPHOE JACK WA4 WATER WRA"M tilJ[ILYA*a8Q Olecom4notro AIR DISCONNECT CT M AM ON I'Q 11LEVINON JACK toX Lx WwPORreo IN TOM O J-tOX ACCORDANCE Y BOX MARKED M& SucHPDR CELW BoxTo QLN6 PANILISMT OE SUPPORTED IN ACCORDANCE U ISOX MAKIM AS SUCH POR manna 24' I4CANDIMCEW LOW STRIP 36' INCANDESCENT LIGHT /TRIP nnn® 4V SNG,AN LIONT STRIP PLOOp L1,2AR KP OPT. SECURITY HE PA FUS14.I&MCIN FOR CW9106 Use, POIR • LOCATION OF TV JACKS A FiMOE OUTLETS 4 FANS TO M YEIRPIEO • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL E 4 20 AP DRA -44 CIRCUITS TO EE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF PAM TTN EDITION (20W) 4 NEG 21012 20M EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • SR • UK AC (NOT ON KITCMW CIRCUIT) • DISHWASHER DISCONNECT TO 0E LOCKOUT IN PANEL • DATWmOCM E201AUST PAN TO HAVE MIN. CAPACITY OF DO C11 INTERMITTENIT PER ELECTRICAL. FMROrIMON& OF SECTION ME019 VISOR TN EDIr1d4 r2 l • LAUNDRY ROOM REClIPTACLE SMALL Dd GROUP FAULT CIRCUIT-INTBPOIN"M PROTECTION FOR PERSONNEL ON FUDERS • URNS METHOD RANEE aN NON METALLIC CAME PER ELECTRICAL PRCVUOW OF won—ita ED LAIM • ALL WOW TO COMPLY UYH ELECRtlLAL PROVISIONS OF TFE PECK 1TN 10 (20201 • A_LL L fMIPe SHALL sE NIECTED NY EIIILDER AND left OF LIGIJTNG MIST, ENERGY RSICIIMNT TYPE PER: PIRG 91maOY r ArION rR/SIDeInAL ENEIESY CEILING MTO. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT, FAN \�---,___—_-__—_._______— OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' a I'-m' METER VERIFY LOC. W P Panel MAIN - A PANEL: 811E wp crt. breaker VOLTAGE: 1201240 V-1 Ph MAIN: 150 Amp M.C.B FEEDER 3-#1 Cu THAN & 1-#8 Cu (G) in 1 Ir7 O OR 3-#2Q AL THMN& 1-#6 Cu (0) in 1 1Y2' C. Nan Pals ow q m 1 Omit am* Nhea Eta Pds V1ea M2 1 25 Eatelar Rswpteds OFlie1110 12W 1 2 1 M2 2 m ln"p. Pump 10W 3 4 Space 6 e 6304 A/C C.U.1 w 2 48 spao4 T e PANEL -A PANEL: 42 cit Weaker VOLTAGE: 120/240VAPh MAIN: 15OAnVM.L.O. FEEDER 3-#1 Cu TMMM & 1-#8 Cu (G) in 1 10 C. OR 3-#2,0 AL TFMM& 1-#6 Cu (G) in 1 10 C. M Walt ckc OmAt Watt Dw d Wan Oa Pas 1 m &n! tae 15W 1 2 80W Rage W 2 ae 1 20 RMamlae/HtlGFl law 3 4 1 20 S dApplkee 15W 5 45M Wet, Hexer 25 2 MO R-2 i m R 15M T a 1 m Od Renptads AFO Iwo a 10 1210 OR m 1 M2 1 m Ewe OFl ads 12W 11 12 Im OaMsseha GFl m 1 M2 1 15 /Haul aetl Mi&PY BaN10 AFO 6TA 13 11 SWO DyerGFl m 2 MO 1 15 W RmmLaWU vAfO aW 1a is 1 15 K4drn, Pas a 0.4. AM WW 17 1a 15W N GFl m i M2 #1/ 1 15 ISO&MAFa wo 16 I m 1W0 Da GFl m i M12 M2 i m Wn 1s 0411).AFO 12W 21 im0 IEvtodmUs&Raotple AFCI m i M2 y 23 m ae°a°n 1 ARM 16 1 014 sp-25 25 OW 8w 1 AFO 15 1 014 spay P 28 apy 20 30 1000 M b Canlrtls my m 1 e12 Spvy 31 32 Spy 33 34 35 m spay v m spay os 2 36 AICA l 01wte 5 KVA W 9 506 30 41 1 b specs 1 41 1 Isp— MOD Intl".d Wd-.W bdar a"ylwien/IM Demand actw Calculationgs, ABBREVIATIONS: APO: ARC FAULT ORCLO N MRRUPTER NC: NONCOINC1O LINO OR: GROl1N0 FAULT IMERRUPTER dw low aMRM to tlemaA ads 4vw MWIW00snit910014 10DW _ R-m gs"t"10% 13DW Tdd As: 1R1a LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD Td" C-1,d Intl Wars ?3pOp TMW An," (-Us 1240 W s) 14t3 General Liahtina & Rwe tack Load raw A/c squae Fr 1828 Genes LLs 8 Rec 3 .1 Sq. R. 54B4 N44Pv 1 a165V0L att 85 Tatty Geer" U04v 8 ReC Metly) 5w Ckta# tElc Total wells I I � i I I 19 I I I I L 1 LED LIGHTING C DOUBLE LAV. BATH PI 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERA- NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WITN ELECTRICAL PR7VISION6 OF THE PEG[ 1T14 EQ1IlglSZ 1111 �CaOME, AND ALL LOCAL POSER COMPANY S. ALL CONDUCTORS SMALL OC TYPE THHNITNUN UNLESS NOTED OTERUSE. POKER CGPIPA TRAEFORhER PROVIDE ISO AMP. 20440 VOLT, 1 PHASE SEC.00ARK ELECTRICAL SERVICE. PROVIDE S 1 COPRR (CW IN 1-1I2' CIA SCHEDULE WE PVC CONDUIT OR PROVIDE 3 -2/10 ALII'UNM (AL) IN 2'. MIA SCHEDULE W PVC CONDUIT IILESS eERNICE IS PROVIDED DY THE ELECTRIC PRIORIN'f. COOIImINA1E WTN 7LE ELECTRIC COMPANY PRIORI TO END. 1— L 1 1 I l 1'-tb• 1'-6• I LED LIGHTING @ SINGLE LAV. BATH F2 IN COMDATION SERVICE EO AMP DIBCONECT SUTCH AND t20/J40 VOLT M ELECTRIC METER IN I PHASE NMU OR ENCLOUM PAEL ® R teLaPMNONE 3ERvlce CAELe ENTRANCE ENTRMEN ECLWRIE EnRANq lfiSU,fl4f EfiaFT6lf INTBRSYETEM �rnDING Tlw1INAl. AT LOW VOLT. COSECTIQIS F IV CUSERVIOS GaO ETE TO CC E C O ROOTER STEEL ER CLECTIWCAL PROVISIONS CF THE F CM1TH X e FT LONG COPPER CLAD GROWD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774b078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J Z i HE s� 4. b b e >SVHDIV. ac LOT: ABBOTT PARK LOT #24 BLK. #11 PROJECT# 04181.000-24112 MODRIA 4EBB "1828—CALI" GARAGE 9MING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP C V21 D 4/19/21 SCALE: 1/4"=1'-0" SHEET E1 ■ PLUMBING PLAN SCALE: 1/4 . 1'-0' TO 2' vTR2• VTR KITCHEN sort uu AUTO VENT I IR� 1 2' �. 1123)l't*-A'wc '�' / I 11/2 I 2' I TLlB I LAV I 3��J12'.e LAV II 2 wC 3 3 I I 3' aa, I I�ti i 2' WASHER PLUMBING RISER DIAGRAM • 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA C 0003325 6Noll, a t NJ sunDIV ac LOT ABBOTT PARK LOT #24 BLK. #11 PROJECT# 04181.000-24112 MODEia 4EBB "1828-CALI" GARAGE BVnNG: RIGHT PACE: PLUMBING PLAN %160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT &HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS, 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BUD& CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 184 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, $yALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES S14ALL.15E MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) 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. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND MC 1TH EDITION (2020) MECHANICAL. CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LIKE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM i y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB #SXI 1/4' SHT. MTL, SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER----y CONNECTION TO PAD EXTERIOR WALL ` y 3/4' PVC CONDENSATE DRAIN LINE NOTE. MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FSCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. /—FIN. FLOOR / OR WALL COUNTERSUNK C.O. PLUG I � SEE SPEC. BRASS PLUG PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ///--- WADE 8240-K JOSAM 560M INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (,TY�PN. )) FIN. GRADE OR PAVING I'-8'X8' COW_ FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 • 1'-0' � [A:IO:VE HANICAL EQUIPMENT E INSTALLED AT OR PE. ELEVATION. ■ HE 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407.774.4078 www.abdesigngtoup.com AA 8: 0003325 r t 6 all RMN mm BtJHDiV. 69 I.OT ABBOTT PARK LOT #24 BLK. #11 PROJECT* 04181.000-24112 MODEla 4EBB "1828-CALI" GARAGE BW MG: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C of ��a�of nR No DATE: 4/19/21 ff /4"=1'-0" 1 2X4 TOP PLATE PRE -FAD TRUSS 1/2' CLG. BOARD In' DRYWALL ---� TV'r SECURE BT. — PLATE TO SLAB W/ NDd MASONRY NAIL • 32' Or — MAX FIK FLR 2X4 WOOD STUDS 024' O.C. SLAB Mw1= .71uv.7 1n PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON—BRG. 21 SCALE, 3/4'.r-& FIBERIMLABS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI' SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J/ MTL. DRIP EDGE �// 2x FASCIA PER I -0. ELEVATIONS TYP. O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ F — 3 5/8' OR 5 in' DRYWALL 3/E' TOP CHANNEL (25 GA) In' DRYWALL 3 5/8' OR 5 3/8' FETAL STUDS 24'04, 20 GA FETAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5W OR 5 CABINETS AND TUB/SHOWER 25 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED TO ISE SPACED 14' O.G. AT 2ND TO GONG FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAF s TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD WOOD BASEBOARD—, SCREW 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD LEVATION SEE ENERGY CODE FORMS NWLATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION —� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RFPERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS • 24' O.C. a, cm 1/2• GYP. WL. BD.— WOOD BASE n W/ WINDOW OPENING ZL \—FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D1 SCALE. 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160115.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-o' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4156S TYPE III OR TYPE IV UNDERLAYMENT. Vt Lfi FVC 4YN av • eTF. W ao. )m wE "as LN 2B GAS LINE THRU BLACK �•... FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COATS PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR 8' CMU 1. v/• TIMK 2 COAT - FORRATD CE'I W FLMTER /RUED DIRECTLT TO rmaomy D TO FLL FER REQ vtRy CN. TI�ACK� AarAO DO my onA OR ST m 3 GARAGE DOOR JAMBS D1 SCALE: 11/2*.1'-0' —2X4 OFF 24' O.G. MAX.—� SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRICTURAL DETAILS-- STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE POW$ FOR ;�/ INSULATION R-VALUES J,PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-41 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OZ. 1/2, GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR 5M.U. 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 m� ROOF SHEATHING THICKNESS IS ENGINEERED PER ASGE 1-16 IN ACCORDANCE WITH FBCR 2020 a q" 1TH EDITION, SECTION R301.13 AND 16095.1. W/ WINDOW OPENING (,-)TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r511—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE:3/4'.r-m' UNDERLAYMENT IN ACCORDANCE D1 WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. .//I • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774�6078 FAX: 407-774-4078 www.abdesigngroup.com AA#:0003328 a4 TA BU13DM ae IL,OT: ABBOTT PARK LOT #24 BLK. #11 PROJECT# 0418 .000-24112 HODEIL: 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: DETAILS (SHINGLE) 160 MPH EXP C im 2X6 P.T. • CENTER OP DOOR HEADER SECURED UV (1) V2' X V J-ETLT W/ 4' MIN EMBEDMENT WV 2' X 2' X VS' WASHER 4 NUT DR WV (2) 1,2' X S' ANCHOR BOLTS W/ 2' X 2' X VS' WASHER 4 WIT � 2 TO ELK W/ ® 0 R 114. TAPCONS 1 V2' EMBED, 0. OC, 4' END DIST, 1 IR' EDGE DIST. IE SIDES, 2X6 &ARAM DOOR DICK SEOUED W/ l81 W' X 0' J-BOLT OR 4NC110P MOLTS, WV 4' MIN EMBEDMENT, WV 2' R X 2' X LW WASHER 4 NUT. (1) WITHIN S' OF TOP, (V WITHIN S' OF THE BTM, ® (3) EVIMY SPACED, NOTES' ALL ANCFIORS SMALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION NSTRUCTION6 WHERE RUCH1 NATNUCTI6HI6 AM MOM 6TRNffd*JT GARAGE DOOR 1 BUCK ATTACHMENT 4C4W N'•Id 2X4, US 2X4, ® 2X4. 00 SECURE TO BLOCK W/ 6EC M TO BLOCK BEOURE TO BLOCK UU 3/b' TAPCGNS (MIN. WV3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. 614ANK SIZE 149 MIN SHANK SITE J45 MIN. SWAM SIZE Job MR HEAD SITE JIM HEAD SIZE JIM HEAD SIZE 300 MIN EMBEDMENT 1 1/4') MR EMBEDMENT 1 V49 MR EMBEDMENT 1 V4') WITHIN S' OF EACH WITHIN S' OF EACH WITHIN S' OF EACH b END 4 ' O.C. MAX END 4 WOC. MAX END 4 IS' OG, MAX SPACING. SPACING. SPACING. 2X6, ® 2X6. ® 2X6. SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3A6• TAPGONS WK2) SAWTAPCONS WV(2) V4' TAPCCNS (MR MR SHANK SIZE." MRL 6W601K SIZE .HMb 614AM 613E .445 MIN. MN. 1EAD SIZE 300 MIW HEAD SIZE 300 HEAD 612E 300 MIN. S' Cm MIL EM 09DMENT 1 V49 MIN. EMSEDMIENT 1 1/49 EMBEDMENT 1 1/4') WITHIN 8' OF EACH END S' CI'11J WITHIN b' OP EACH END S' CMU WITHIN 0' OF EACH END V2' DRYWALL 4 b' O.C. MAX 6PACMG. 4 b' O.C. MAX GPACW. 4 b' OG. MAX SPACING. 6' CM BE P.T. OR 5/4'RA' MIN. IR' DRYWALL 1/2' DRYWALL 1/2' DRYWALL EXTEND TMRU INTO E 4 P.T, SEC. ® ❑ 2X0. ® ❑ 2Xb. m EMEND 1-1/4'INTO PT, NAILER SECURE TO BLOCK 1'X4' 6lCTIIE TO BLOCK I'X4SECURE TO BCK LOI'X4' BLOCK WV 3/16' W/(2) 3/16' TAPCONS P.T. NAILER WK2) 9/16' TAPCGN6 P.T. NAILER WK2) V4' TAPCON9 P.T. NAILER TAPCON6 DOOR CASING (MAW SHANK SITE Job Vb' ODD. X 4' MK (MIN. GNAW. 612E 145 DOOR C.ASINi MK 6NAW 812E J45 MINL 6NANK SIZE .145 MIN. 1@AD 811e 300 MIN. HEAD 813E 300 MN. HEAD SIZE 900 T/b' OBD. X 4'MIN. MR HEAD SIZE 300 MN. EMISEDM IM 1 V49 DOOR CAaRG MN. EMBEDMENT 1 V4') MR EMBEDMENT I V4') MN. EMBEDMENT 1.1/4' WITHIN 0. OF EACH END WITHIN S' OF EACH END WITHIN W OF EACH END DOOR CASING WITHIN S' OF EACM END . b' O.C. MAX 4 1 . OG MAX 40, TUC. nAX 4 b' O.G MAX SPACING DOOR JAMB X WINDOW ATTACH TO 2X PER SPACING• DOOR JAMB OR WINDOW SPACING. SPACING. MANOFKTJRE6 DETAILS, ATTACH TO 2X PER DOOR JAMB OR WINDOW DOOR JAMS X WINDOW ATTACH TU E PER ATTACH TO E PER MAWFACTWEB DETAILS. MANOPACTURES DETAILS, MAWXACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMES JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" � TO BLOCK +3/4" OR +5/4" 2X4. m 85CURE TO BLOCK WV NUS' TAPCONS (MN. 614AW SIZE JO MIN. HEAD 612E 300 MR EMBEDMENT I V4') WITHIN W OF EACH END 4 b' O.C. MAX GPACNG. 2X6, SECURE TO BLOCK, W/(2) 3/16' TAPCON6 (MRL SHMK 612E 145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/49 S. cmWITHIN W OF EACH END 4 16' O.C. MAX SPACING. 1/2' DRYWALL 2Xb. ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER W02) 3AZ TAPCONS DOOR CASING MIN SWANK 612E .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 b' OG. MAX DOOR JAMB OR WINDQU ATTACH TO 2X PER MAWFACTURE6 DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" VNWID/1W TO BLOCK +1 1/0" NOTE, 804M A8 NEEDED To PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/18" n w W TO BLOCK +1 15/18" 2X4, SECURE TO BLOCK W/ SAW TAPCCNB(MN. SHANK SIZE J45 MIN HEAD 612E -%M MR EMBEDMENT 1 V4') WITHIN W OF EACH END 4 ID'Or— MAX 8PACN6. NOTE= STRUCTURAL 2X MUST BE 06. ® ON OUTSIDE 4 SECURED SECURE TO MLOM THROUKWI NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPCON MN. 1-1,14' (Mn SWANK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MN. EMBEDMENT 1 1/49 WITHIN 0. OF EACH BIND 0' CMMW 4 b' O.C. MAX DPACRIG. VT' DRYWALL 7X0. ❑ SECURE TO BLOCK I7U4' W92) 3/16' TAPCONS P.T. NAILER (MIL SHAH. 61ZE 145 DOOR CASING MK HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 b' O:C. MAX SPACRKL. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTIRES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" n1fINDOW TO BLOCK +2 1/4" NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E 2X4, ME SECURE TO BLOCK W/ SAW TAPCONS MIN 614AWK SIZE .Wb MN. HEAD 612E 300 MIN. EMBEDMENT 1 1/411 WITHIN S' OF EACH END 4 b' Or— MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NCN-STRUCTURAL W K2) 3/16' TAPCONb 3/16' TAPCON MR 1-1/4' (MIL GNAW. SIZE 14DEMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT I V4') S. CM Lr 0' OF EACH END 4 W Or —MAX 6PACNG. VT' DRYWALL 2Xb. ® I'x4' SECURE TO BLOCK P.T. NAILER WKV SAW TAPCON6 DOOR CASING (MN. SHANK SIZE Job MIN. MEAD SIZE 300 MREMBEDMENT 1 1/4') WTHN S' OF EACH END 4 WOr— MAX SPA NOTE. SHIM AS NEEDED TO PLUMB JA IS (DO NOT EXCEED V4') 2ND 2X 6EGME TO STRUCTURAL MEMBER WK2Ad WITHIN 0' OF EACH END 4 6' TO S' OG. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANOFACTURES DETAILS. DOOR JAMB TO BLOCK +3" NOTE. SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" WD'IDOW TO BLOCK +3 7/18" 2X4. Ito SECURE TO BLOCK W/ 1/4' TAPCONS, (MN. SHANK 612E J49 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 0' OF EACH END 4 W OG MAX SPACING. NOTE, GTRUCTORAL 2X MDT BE 2X6. m ON OUTSIDE 4 SECURED SECURE TO BLOCK TW ROIYWM NON-STRUCTURAL WK2)114'TAPCONB MIN 3/16'TAPCON MRI-V4' INTO BLOCc SHANK SIZE Job MRLET HEAD SIZE 390 MIN. EMBEDMENT 1 V41) WT14N 0' OF EACH END S, Cm 4 16' Or— MAX SPACING. 1/2' DRYWALL 2Xb. ® I'X4' 6E0 10 TO BLOCK P.T. NAILER W/011/4' TAPO" 1' X 4' MIN. (MIN. SHANK SIZE LING P.T. MR HEAD 612E 300 MN. EMBEDMENT 1 V4') DOOR CASING WITHIN 0' OF EACH END 4 4 b• oa. MAX IW O.0 R DOOR, JAMB OR WINDTU ATTACH TO 2X PER MAWFAC7nURE8 DETAILS. NOTE, SWIM A6 HEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3 3/4" n WINDOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLED. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774-0078 www.abdesigngroup.00m AA.91: 0003325 C a [amwiV. a LOT ABBOTT PARK LOT #24 BLK. #11 PROJECT# 04181.000-24112 MODEL' 4EBB "1828—CALI" GARAGE OWD40: RIGHT PAGE: DETAILS 160 MPH E C DRINT ATE: 4/19/21 8CALE: 1/4"=1'—O" 8HEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLU MANUFACTURER CATEGORY DESCRIPTION DE VC 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 1Z/31/2021 10456.3 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. 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 12/31/2D21 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 1149693 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10860,2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2212023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/32/2023 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/Z022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/Z022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 35353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2039 15279.2 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/ZD28 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 22/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EKT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.S THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 LAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 1Z/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265.2 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2W 30310.1 IKO SHINGLES 30YEAR 2020FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/21/2021 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA U: 0003328 ttj m O kbk S b •V9DIV. a. M'"n ABBOTT PARK LOT #24 BLK. #11 PROJ>QCT 04181.0 -24112 MOD21La 4EBB "1828-CALI" GA>RAOX OWING* RIGHT PAC& PRODUCT APPROVAL LISTING 160 M EXP 1011 DAM 4/19/21 DCALM 1/4"=1'-0" slam" D3 PREFORMED CONTROL JOINT'S FLAG! OF CONTROL JOINTS Td DE WIRED TIED TO LATH • V O.C. MAX (VEWA MOM, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF &TUD EXISTS BEYOND EXCEPT STAPLES W/ W LEG MAY BE LOW TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED • T' Or. MAX VERTICALLY f I' THICK 8 COAT CEMENT PLASTER WRB LAYER 4, FORTIF USER BUILDING PAPER APPROVED METAL LATH FASTENED -T' (VERTJ OUC. MAX AT SUPPORTS UM LAYER -1, STUCCO WRAP UIOOD SHEATHING rzj WARM I E LATH SMALL BE CONTINUOUS THROUGH JOINTS BUT BE STOPPED A TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI0631 PLACED FLAT MAX. 6' TO V FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR- i / STRUCTURAL STUD STAPLE& IN COMPLIANCE UV ASTM CI063 2. WIRE TIES TO BE (NO. 16) 00415' USRE / A BLOCKING SHOW MAY DE IN ADDITION/ \ TO WALL STUDS REM"MD PER PLAN V it III it l � Y O.M" TYPE CONTROL JOINT OL MOLD NYAIp . R. A O L FOLD IMRIAIO • PT. A ®PDLD & C RAaC • Pr.6 P400, 4 OL FOLD WIAIO • ® L IM0.D NNI� • FR. A PT. A 2 001A1a • PT. a a a'Aea CRAM . R. C FOLD PIT. a OYpa P(. 6 flA Pr. 011ON ttl eoTTa, FLA{ M i Vol s o�D o NIORCeI "JNOE aNTm TGNr RRAL. FOLD. 122 tmcur. y THICK D COAT CEMENT PLASTER ORNl; VP 2 COAT C&lW PL AWM /CPS) OW LAYER Q, FORTF ISER BUILDING PAPER (F a4m &LT) mRe LAYER'L STUCCO URAPDRAm ON.T) V" FLAN ,-CUT MA6IMp (sec APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) t 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / P MIK LAP • PIRTAL LATH \ LATH VERTICAL LAP TO BE 1' M METAL LATH WPM LAYER -1, STUCCO WRAP •na P L i r T � I WRB LAYER -J, FoR onaIii �WILDING PAPER I i VERTICAL LATH & PAPER DETAIL WOOD NOTE, &HEAT SIDE LAPS OF METAL PLASTER BASES, SHALL BE SECURED TO GUILDL FRAMING MEMBERS,. PAPEF THEY SMALL BE TIED WITH 0,0418-N (I31-MM) &TUCCI WIRE AT INTERVALS NOT MORE THAN V (226-MM). AS PER ASTM CW63 ® KI C KO UT ,� PAR OF TEARS, INUlm LAYERS,. lEARB DETAIL MAY BE PATCHED WHO" WRAP TAPE PER MANF. ePEC. OR PEEL F STICK I M� \ \I ROOF � I w IRQJB. twTxL teNarart tRA1 i AT 60ROM OF R?Lr puLL NraRewTwx(e REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 00 LAYER -2. FORTIFIOER SUILDNG PAPER FETAL LATH 6'AW SELF-APMERNG MEMBRANE FLASMING OVER 4'x4' ULP-ADHERING M'IB'bRAI! FLA6MNG OVER APPROVED 4'W SELF -ADHERING MEMBRANE PLAS14NM OVER APPROVED HOLM WRAP. PLANING TO EXTEND ONTO PIPE %' THICK ! COAT CEMENT � W CONT. BEAD OP SEALANT PLASTER INSTALL APPROVED HOUSIBRAP AIR FETAL LATH INFILTRATION BARRIER OVER UM LAYER -2. PORTPRMOt SHEATHING BUILDING PAPER - ELASTOMERIO COATING OVER STUCC( WOOD SHEATHING SECTION Ext.rior uae o/ por9and cement plaster atoll —ply — fie applimbon qui.—M of ASTM C 928-18b. Ir.Wl.t on of exterior lathing and framing atoll comply a1M ASTM C 1083-19aM or ASTM 1787. 4914' SELF -ADHERING MEMBRANE FLASHING (CCMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. 1. OR LESS PIPE PENETRATION CUT AND ovERLAP ONE SIDE of—/ SELF -ADHERING r'IB'IDRAM FLASHING STEP 01 WOOD SHEATHING OR CMU WRS LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER ROOFNIALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS Y"L" FLASHING N.T.S. N.T.S. 4. N�� LEGEND DRAINAGE PLANE (WR5 LAYER #I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO SELF-ADFERWi M 10115RAIM RASING OVER APPROVED HOUSE WRAP. RASING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING ME MISPAE FLASHING X—X—X—X WOOD OR 1/1(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — A NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84i-14a, MIN. 2.5 1-55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA p: 0003326 fo°i a 6 � R roulmm ae LOT ABBOTT PARK LOT #24 BLK. #11 PMJZCT# 04181.000-24112 MODZL: 4EBB "1828-CAIJ" GAIt"M 8MMO: RIGHT PAOZ: WALL ASSEMBLY DETAILS 160 MQ EXP. AWW7203 AR � I 4/19/21 •CALL." 1/4n=1'—O" aria' WA1 INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO ISE, I. BOTTOM, 2. SIDES. 3. TOP X: VENT CAP 18 TO BE SET IN SEP OF SEALANT AT TOP AND 81DEB ONLY. SEALANT 18 TO SE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND I � VENT -APPLY SEALANT ALL 1 JOINTS AND INTERSECTIONS I APPLY SEALANT AT PER METER OF SACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL 81DES, V CAULKING • JOINT ALL AROUND R SECTION R703.7 Extador lathing and plaaterlrig BACKER ROD Exterior use of portlend cement plaster shall comply with the application I .X. requirements of ASTM C 926-18b. 1- Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRS LAYER'(, STUCCO WRAP HOODED VENT . i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 4, FORTIFISER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) r SHEATHING A WAYER4, FORTIFIBER IN6 PAPER uIDOD cGNaTIICTiaN� —METAL LATH a' CMU VINYL CASING DEAD yW RAISED BAND WEEP aCREED b' WDE STRIP SELF ADHESIVE FLASHING, GLEAN MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT 7 HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER •I, 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 R-103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES FjB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I b' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) SUILDING PAPE UNDER 'QUICK FLASI A VENT PENETRATION 11 SCALE: NT.B. ELEC. METEF VERIFY LO 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, FORTIFIBER BUILDING PAPER j' THICK, 3 COAT CEMENT PLASTER `—K' TO Y*' MID -WALL WEEP SCREED WOOD C"TIOICTION 6' SELF-ADHESIVE FLASHING ecru WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY15LEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER el, STUCCO WRAP WOOD SHEATHING HOUSEWRAP 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 ,—WRS LAYER -1, STUCCO WRAP 1—WRD LAYER -2, FORTIFIBER BUILDING PAPER /—METAL LATH /—I/a' TEXTURED FINISH • WOOD FASTEN TO OD STRZTURAL �WO MEMCER • 1' = MAX N1' TOY/' MID -WALL WCEP SCREED "—b' WIDE STRIP SELF ADHESIVE FLASNING, CLEAN MASONRY BEFORE APPLYING (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP #3 8' WRB LAYER 44, STUCCO WRAP WIRZ LAYER h, STUCCO UIRAP 6 APPLY bm MIN ING GRADE '0' FELT ® MEMBRANE FLASHING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WIRE LAYER 02, FORTIP15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) 'FETAL LATH STEP S STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 km 6 io d><Jm At L01! ABBOTT PARK LOT #24 BLK. #11 PMJZCT# 04181.000-2 112 uoa� 4EBB "1828-CALI" OARAGS OWWO: RIGHT PALM WALL ASSEMBLY DETAILS 160 EXP. C WOOD SHEATHING WGOD WALL WRB LAYER -1. SIJO-FLOOR DECKING COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE WOWRB LAYER 4, FORTIFIBER PRE-ENGT) TRUSS BARRIER OD HAT CHANNEL i' CONSTRICTION BUILDING PAPER \ 'Y1 WEATHER RESISTIVE WEATHER RESISTIVE THICK, 3 COAT CEMENT MAREER -1 BARRIER -2 'TYPE 'X' DRYWALL PLASTER WEATHER RESISTIVE _ \ 6' SAF. * TOP OF WEEP SCREED BARRIER 4 f 6' SAP. TO SHEATHING BEHIND WEEP SOREED J' THICK 3 GOAT CEMENT-� RIES � PEEL 4 STICK PLASWOOD FULLY EMBEDDED SHEATHING `. a• POSITIVE DRAMMETALLATH I )Vx3' 'L' LASHING MRCP Br_mecn WOOD MBAINNG IN ROOF CEMENT I K' X 3' 26 GA GAILY. STUCCO WRAP LAYER h, i _ ,` RI METAL DP EDGE STU i SET IN FULL BED CF j' THICK, 3 COAT CEMENT Y: GAP FOR BACKER PLASTER / — �\ EMWEOR GRADE ROD 4 SEALANT SEALANT, O MD. AM66-WFWC-180 6' S14NG WRAPPED DRY WALL SPACE FROM DRIP FLASHING WRAPPED FACE TO TREX WEATHER RESISTIVE THICK 9 GOAT CE • TOP OF WEEP SCREED a' PoeITIVE DRAIN T'R:NT VINYL Cd81NG DEdD BARRIER R TO SHEATHING BELOW WEER ecReED VIN'YL�ER FWAQ �.,y, WEATHER R9616TIYE ' \ OARS LAYER 4, NO can IN clet.D VINYL CASPK DEAD WATER PROOFING Ise BARRIER R LAYER (2 LAYER PEEL ''' EXTERIOR COLUMN STUCCO WRAP (M,OWN FOR CLARIFICATION OF "'�` LEGEND •, ; i `i ESSOItlEB ONLY) STICK) rrs�a,arwr COLUMN SHEATHING SEPARATE ACC WM LAYER 02, FORTIFIBER BUILDING PAPER PE@L STICK 6' SAF, 11(t'x3 L LASHING DRAINAGE PLANE (WR5 i-! ( ® FLOOR FULLY CEMENT EMBEDDED M LAYER I, STUCCO WRAP) yREING FLASHING LLRAPPE0 XF3' 2 GA GALV. » WRB LAYER 01,{ • CORNER OF CANTILEVER I STUCCO WRAP �v METAL DRIP EDGE WR5 LAYER *2 (FORTIFISER — ...... — AMICO AM66-UFU C-18m " , 4'POSITIVE DRAIN I K'kl ' P.T. OR SIM)LATED SET IN FULL BED OF CUSTOM CASING BEAD i � ; wEEP scREED CANTILEVER DRIP SEALANT, K'MM. BUILDING PAPER 0 rU ) FILL@R SPACE THE DRIP EDGE Y: GAP FOR SEALANT vNYLACE TC°dBINGeEdD METAL LATH x—x—x—x OPT BACKER ROD NO GdP NJFIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. ® CANT. (10t) SCALE, 1 1/U'•1'-0' NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION (LEATHER RESISTIVE BARRIER -1 3/4 RESILIENT WEATHER RESISTIVE .AT CHANNEL BARRIER 41 VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER S/8' TYPE 'X' DRYWALL METAL LATH WREX7URED 4 PAINTED WOW SHEATHING FINISH i' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER N WEATHER RESISTIVE BARRIER "2 cdbWNG BEAD i' THICK 3 COAT CEMENT PLASTER 'X' DWALL METAL LATH D 1RY PAINTED WOOD SHEATHING }' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD AN OF ONLY) 11 RIP EDGE INSTALLATION FINISH LAYER (2 LAYER 3' X 3' 26 GA GAL V. METAL DRIP EDGE PEEL A STICK) SET IN FULL BED OF 6' PEEL A SEALANT, N MIN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TIREX DECK Yi GAP FOR BACKER I K'XI lys' P.T. OR 6RIULATED ROD 1 SEALANT WOOD (TREX) FILLER CONTIN)OUs VINYL rannr. SHAD WATER PROOFING Mt , WEATHER RESISTIVE LAYER (2 LAYER PEEL " s BARRIER -1 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO CARRIER 4 CANTILEVER PEEL " STICK • DECK MEMBRANE. :P EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE �® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET M FULL BED OF I 7(I P.T. OR SW'ULATE SEALANT.)i' MIN. WOOD (TREX) FILLER SPACE FROM DRIP COHTR.MJ" PACE TO TREX Y4 GAP FOR BACKE VINYL CdSMG BEAD ROD 4 SEALANT WATER PROOFING Mt FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT GHN'dN@L CANT TILEVER i' HICK 3 COAT CEMENT PLASTER METAL LATH ...-.s .,..-,,,.,... WOOD SHEATHNG I WTI MURED I PAINTED� CARRIER '1 FINISH WEATHER RE. i' THICK 3 COAT CEMENT ZARIN11ETRIVE t PLASTER nceo er-eec5 VINYL COIMER VINYL CASING MAO Np Gye N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WATER PROOFING Mt MODIFIED !® LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CdBING BEdD CANTILEVER i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT 4' POSITIVE DRAM nscw Silecn PLASTER VINYL CORNER DEAD (SHOWN FOR CLARIFICATION OF VIM CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (Wf"L" FLASHING) - SCALE. NTS WOOD SHEATHING 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER 2 1/2' fQfvJ%EB BEAD FASTENED TO SHEATHING • 7' O.C. MAX. C �i' WIRE LAYER 01, STUCCO WRAP �x WOOD SHEATHING METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER SPRHER BEAD @ FRAME l.k 2 1/2" lk. CORNER BEAD (FASTENER 4 SPACING a 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p�CORNER BEAD (& BLOCK WRB LAYER 01, STUCCO WRAP STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WR5 LAYER 02, FORTIP15ER BUILDING METAL LATH d' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING , WINDOW FLANGE sri)ccg Iu WRB LAYE BUILDING METAL LA i' THICK, PLASTER b'SELF-2 FLASHING DRIP C< 11IIAIn^1I SHEATHING WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIF15ER BUILDING PAPER ' METAL LATH (EXPLODED THICK, 3 COAT CEMENT IEW FOR PLASTER CLARITY) 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774607E FAX- 407-7744078 www.abdesigngroup.com #: 0003328 6 to kmk ou"'o ae LOT: ABBOTT PARK LOT #24 BLK. #11 PMJ=T# 04181.000-24112 ]tODiL 4EBB "1828-CALI" QARAQs 9WING: RIGHT PAGM WALL ASSEMBLY DETAILS %J60 MPH EXP. C WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —, METAL LATH —� J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER M, STUCCO WRAP SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER IX TRIM MEMBER STUCCO TO — SIDING TRANSITION SIDING � WRB LAYER M, STUCCO WRAP Yi GAP TYP GASNG BEAD TO TRIM i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP � CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL a STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) VINYL ANGLED WO Do TRuarICri CASING BEAD 'p :. WOODSHEATHNG— WRB LAYER 02, FORTIFIBER WEATHER RESISTIVE DAROEN M BUILDING PAPER i �.;•, WEATHER RESISTIVE— DAMIEN 9 METAL LATH T Y.' LAP SIDNG .��;x i' THICK 3 COAT CEMENT�; - PLASTER is i Roi6RNm HERING g FLASHINGteTI�KOR— STARTER STRIP— WINDOW FLANGE CASING BEAD � WINDOW 15 C (FRAME, W/BAND) METAL LATH WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER i WRB LAYER 01, i' THICK 3 COAT CEMENT I STUCCO WRAP PLASTER' WRB LAYER 02, FORTIF15ER VINYL ANGLED i BUILDING PAPER CASING BEAD METAL LATH VINYL CASING NG BEAD i J� THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD Ca? RAISED 11I A BAND (FRAME) SCALE: I I/2' • I'-0' _'"STIR "_ a I`4A8H Ian�G WARREN EDRESISTIVE WEATHER RESISTIVE \ \ BARRIER 4 R.A.SHNG HERNG GALYD METAL 'V FLABHNS an DOD TOM MEMBER / _ .:.. -. CAM&// .. lira-, / YIYtSOxDS71tl 1 M@FIDIR El JIE \ ` GAP 4 AULKING OR APPROVED SEALANT d8CASING SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION RV03.1.1 / ASTM C-841-14a, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOO CONSTRIXTION BEYOND WIOOD "ATHNG �.. T✓DAREe RESTSTIVE—� BARRIER RESISTIVE—� Sf.' X 1 Ya' LAP SIDNG� UWENING FF"LAAMING� —\ STARTER STRIP — LEA T w6 I'0TIER D(LL1 CI FR RODE PVC FLA6WWG-ADHl1lR WETHER BARREN WEATHER BARREN /-- SR'6E ADHERING WEATHER RESISTIVE DAMIEN'I TO LAP \ i' MRIL ABOVE TOP \ OF 'T M-AS14NM WEATHER RESISTIVE DARNER WEATHER RESISTIVE ISARRER o uDAMIEN I^iESISTIVE (ww FLEXIBLE PVC DACICER ROD) SIDING TO STUCCO \-WRAAMTHERRESISTIVE ® FRAME TO FRAME TRANSITION 1O LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME 2X FRAMING MEMBER X—X—X—X 0 J' THICK, 3 COAT CEMENT PLASTER METAL LATH a { WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (Wl%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER (6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ------------------------------------------- ------------------------------------------------ ------------------------------------------- I------------------------------------------------ Y4" GAP TY7//— J' THICK, 3 COAT CEMENT CASING BEPLASTER SEALANT TO WINDOMETAL LATH WRB LAYER 62 FORTIFIBER WINDOW FRAME WOOD SHE THING I I i' WRB LAYER 01, STUCCO WRAP i : I &' WIDE PEEL 4 STICK I OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER RQN MEMBER .APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP ---------------------------------------------------------------------------------------------- (1� Z BEAD iiiiiiiiiiiiiiiiiiiiiiiiWINDOWiiiiiiiiiiiiiiiiiiii CASING 1 N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.eom AA #: 0003325 o 96>4 m Igu=IV. a I ABBOTT PARK LOT #24 BLK #11 PIEOJzvT1p 04181.000-24112 woa 4EBB "1828—CALI'a GAaAaa NVING, RIGHT 1 AAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C LD BE TAKEN IN KEEPING THE VENT PROPERLY 4', W AND iW ALIGNED. VENT PIPE IS SEALED IF UTLGU!D. NAIL IN PLACE SHOWN IN I GALVANIZED USING I-1/P MILS AT EACH CORNER. ROOFING CEMENT y7�a SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTERNEOPRENE EDGE AND ARNTIRE AROUND THE EPEREAETER AS 800T O DIDOSENEM VENT OPENING IN THE ROOF RECOMAENDEDIN SEVERE HEATHER COASTX SHEATHING. SIZE THE OPENING IN ACCORDANDE KITH THE CONSTRULTON ZOFES. CHART SHOIN NAN THE EVENTAMECHYSCAL VENTFAN IS USED. SIZE THE VENT OPENING IN ACOOFMANCE NI111 . VENTFANMI—FACTIRE'BPINNGOONNEGTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. REM3VE IRTERFER SHINGLE NAILS AROLNDTHE OP OF THE ER OF WNTLTHE LtT TO THE THAT THE NAILING FLANGE VENT lAY3 FUTTO THE ROOF SHEATHING, SLIM 1 ASPHALTPLASTCCEMENT TOP AND S DE FLANGES OF THE VENT UPANDUNDER SNNLLOWTHEBOVENT FLANGES TO LAY ON I MOLDED ARIX1ND 949E OF NPE AVD OVER FL/JIGE TE TOP OF TIE SNINGLEE.S. TOPOF I-e YI�- o� ROOF HOOD VENT DETAIL E. N TETPOR .Slaw $a HOUSE (OR HOIK OTT R RAP 1lND[RJ FLAP 0' AN AT AS' ANGLE at L Al LEAD mwrw M' cm - T IN HOUND~ ALIGN RASNIPIG EV W. EDGE OP VLL MO. LINE OF IN AT J' OIMlLRAP N AT JAMDS /SILL MI04MVIrxL7 \ I FASTEN PANNED BOOM (CAP NAILS. STAPLES) AMMOOVED NOUOEMOP OVIR SIEATHING OVER up STUD WALL SLOPE SILL OW. TO EXTERIOR wTALL DLFONt PLEX~ AS TH PLASHING AT TINS STEP I STEP 2 "LINE, FLANGE AT JAMDS EXTEND FLASH iNG YIRI I. BELOW SILT. \J/\ PLE R" PLASHING 00 NOT SEAM. Dorton PIN STEP 6 lS' INSTALL Y SELP-APHOWO PLAl"m OVIR VINYL HE4D M AMYtl nIETH END DAFD) MA LWNG PLAN" INSTALL VNTL CAP POLO NOTSRWEAP' DOWN 4 TAPE W ONAL CUT . AOIWOSS (HEAD OP IWNDaM K* PLUMBING VENT DETAILS W-PLY IS' F SEALAN Arse APL LPPLY TO ROOW 14 LANCE N 'RE-PW IDLES OR MDTALL Y Woe ADHESIVE - DAO MP PL)DdDLE PLASMMIO MATERIAL OVER ORMR CAP JOINT(HIOTECTO-BRAE DT-lpXt a EOYIV) STEP 7 ``"� STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 3W' WIDE VALLEY Flo SW/ OR MEANIE UNDERLAYMENT ASPHALT —� ROOFING CS.IEM W OF CENTERLINE TRA FASTNERS IN END DF SHINGLE NDENOSHINGLE AT LEAST 1r BEYOND VA EYCENTEWNE 'CLIPPEDOPF ` CORNERAT 46 DEGREES �BHINGLE3 TRIMMEDY BACK FROM VALLEY MNTERUNE L IT IS THE CONTACTORS PESPOINSIDILT7 TO VEPTFY ROOF VALLEY DETAIL THE DDMPATIB1A-Aa ALL PRODUCTS MKJ UDMIG )H E COPIPA eILrTYOF 1 e PRODUCTS IN SCALE,PLA6HMI6 MATERIALS LDED M#%l NG CO1ffiTRUCTION 2. INSTALL ALL MATERIALS PCIW M4 HRFACMMM WRITTEN 01-0--PICLTWO SEALIWTS MAY REACT ADVERSELY F NOT OOMPATIDLE. LEAN AND SEAL JAMB TO DILL JOINTS WITH DOW IPA FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORD REPAIR DCNEYIE SHOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY Oaf H7U (O EOUAL)SEALANT4 MMO AM -LED PLAWN4 (LANfA WHITE -SEAL IC-04 OR EGUALA SLOPE SILL TO IN WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.Gom AA #: 0003328 Q CCyT TT�I iB io .pp a 1p"OJXCT# ""S'BBOTT PARK LOT #24 BLK. #11 04181.000-24112 aroantt 4EBB "1828-CALI" aAIewaa DWING: RIGHT FACIM WALL ASSEMBLY DETAILS %160 EXP. C - - - - 2xro SUB-BANb W/I'x4' NOTCH A / — - - - - ---- - ._ - END, WRAPPED IN PEEL t STICK METAL FASCIA wRaP I I" — DRIP EDGE F------------------ ------------ - ------- ----------- I 'VS' \ TEXTURED I FINISH m WOOD i \\ axb eue BAND In' TEXTURED \ FINISH III) \ CMU �� METAL FASCIA \\ WRAP �`. FROM \O PL AN 8�; ROM <I WOOD WALL \\ -___-____-I b I — G -------------- I I I / \\ ' `--EXTERIOR WALL (FRAME OR CMU) \ \ \\ \\ \\ NOTE: NOTCH FOR 2X6 \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ \\ \ ROOF DECK (BEYOND) 00 \\\\DRIP EDGE, I' OFF WALL �NOT INTO STUCCO) ®ELEVATION ®FLAN A 1/6' TEXTURED FIN18N • WOOD, 1/2' TEXTURED PNISH • CMU METAL LATH .WOOD SHEATHING OR CMU WRD LAYER 01, STUCCO WRAP (FRAME ONLY) •WRH LAYER •2, FORTIP15ER SUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT — 1-1/8' TEXTURED FINISH 0 WOOD, 1/2' TEXTURED / FINISH s CMU / —2x& SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND WN%'x4' NOTCH iv END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 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 WA'x4' NOTCH END, WRAPPED IN PEEL a STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY AME OR CMU 4LL KICK -OUT FLASHING LT 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/I4'x4' NOTCH e END, WRAPPED IN PEEL a STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY ml 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-7744078 www.abdosigngroup.com L AA s: 0003325 >a y C o iu sysaiv ae LOT: ABBOTT PARK LOT #24 BLK. #11 mwjzcT,p 04181.000-24112 xoolnu 4EBB "1828—CALI" oARAGM sWWO: RIGHT AVOID WALL ASSEMBLY DETAILS 160 MPH EXP C ND a AR N SAW 4/19/21 sli�>QT WA6 39'-8" 28'43" 9,.6„ 15'-10" 3,.4„ 36'-2" 3'-6" TOP OF ° SLAB ——FM-12X12 FM-12X18— — — — ao � N 4"CONC. R / I x a SLAB ILL LF-24X24 +J 1/2" V4. l 10.41 r 1 FM-12X18 EXTEND I SLAB 1 112" 4" PVC i 1A CHASE/i i� / POO_ i TOP F - SLAB / X / 1 1 A —b' I I '-51 /2.' 2 8 17-0" 5 3'-0" I I Q m ro I I �I I w. 0 NI I IA I I 1A I 1 EXTEND SIM. �-'--- ,., SLAB 11/2" 1A 2 14" CONC. r) v FM-12X18 SLAB o 5 ' r — LL 1' �,�-3 1l2- N n•I I 3,_5" 4 1 SIM. I 1 1A 1 � 1.1 1.1ry I L 1.1 FM-12X18 1. 1.1 J ----- FMC-12XIS - FM-12XI8 ------- FMG12X18 0 4 4 10'-2" 3'-10" 4'4" 2'-8" 16'-0" 2'-8" 14'-0" 21_4„ 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" (rw FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7, COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.GINDICATES #5 BAR, EINDICATES 06 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15, STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN 10" - s (+)11-0" FM-lZd2 17, CONTINUOUS 17, - (2)#5's FM-1Dc18 17' CONTINUOUS 1S, - (2)#5's FM-16x18 16" CONTINUOUS 16' - ) (+)0"-0" FMC-12xi8 12" CONTINUOUS 19, - ( s VARIES F-2424 24" 24" s 7795 s (-)a"4" [am /i i 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 ty�1 C i0 b m > UBDIV" ea rJOT ABBOTT PARK LOT #24 BLK. #11 PROJECT# 04181.000-24112 MODRU 4EBB "1828-CALL" GARAGE 8Wn4o: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP C - - - - - - MIN. EACH WAY MONOLITHIC FOOTING Z • - .a z STEEL REINFORCING IN GROUTED '� g _ STEEL REINFORCING IN GROUTED — rr r CELL SEE PLAN FOR SIZE AND Q d 0 CELL SEE PLAN FOR SIZE AND .; .I' o a SPACING REQUIREMENTS Q�Q SPACING REQUIREMENTS GARAGE DOOR Ww RECESS mJ �a K Q FM •' g7 d N 2 8" CMU WALL 8" CMU WALL •� CORNER BARS, SAME SIZE AS LARGER BAR I W W 9• m ito 2 a- 0'-U' •'•�, IN FOUNDATION WITH 30" LEG EACH $ W = U +- 0'-0" - TOP OF SLAB ?. _I WAY AT ALL CHANGES IN DIRECTIONS I `-) SO THAT THE STEEL REINF. IS CONTINUOUS to y TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ° EXT. PORCH SLAB WI ISOLATION �. -SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4"CHAMFER (1STORY) #3 18" -. EXT. PORCH SLAB - VARIE SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER �•L•-If v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE i MASONRY UNITS SET '-=p+ AT ELEV: 1/2" JOINT(WHERE a { {� 6" CHAMFER (25TORY) #4 24" W/ 1/Z' ISOLATION - —a < (I -STORY) 6"CHAMFER(2-STORY)• p{p APPLICABLE) 2 SEE SCHEDULE #5 301, JOINT WHERE {. { ( APPLICABLE) Z ° EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE „ 36' FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #6 2 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:34"=1 0" 2 SCALE:3/4"=1'-0 CORNER BARS DETAIL DOOR OPENING @ GARAGE 4 SCALE'. 3l4'=1'-0" SCALE: 34'=V-0' ? (1) #5 REBAR VERTICALLY W/ CONC. U - POURED CELL ❑ a 8"CMU LAP TOP PLATE A MIN. OF 48" a AND NAIL W/ 16d COMMON #4 REBAR ®24" O.C. 0 CENTER OF NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT S SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN Z ZW U• '� > w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING v 0 xv0 O d I WALL W/SYP U I 2" CAPPED j 0. NEW REINF. BAR 00. No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ GALVANIZED PIPE SECURED W/ 2-PART g SPACING. SINGLE BTM. PLATE 1/Zk9" WEDGE ANCHOR WIT W/FLANGE 0 BASE d I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP STRENGTHWASHER SET IN HIGH ,. °, Q B', UNO PLATE EPDXY 5-1/Z' EMBED. MIN. " OC b QQ ❑ FOLLOW ALL MANE. T SIMPSON SPH4 OR SPH6 MAX. N io 4" CONIC., REINF. W/ Ij. - 6'16"#10WWMON in SPECIFICATIONS FOR 10 I USEANO BTM AND TOP PLATE - = In 1 y 8-MIL POLY ETHYLENE SECURE FLANGE TO H PREPARATION OF ANCHORS W/10dx112" U W VAPOR BARRIER ON SLAB W/(4)1/4' X 21/4•' L% HOLE. COMMON NAIL' FILL ALL W W _0" WELL -COMPACTED I TAPCONS W HOLES, DO NOT USE 10tl W = Q . - - CLEAN FILL TERMITE I w - O} x T, SLAB SCHEDULE Q TREATMENT SHALL BE BORA-CARE0lY e�i -°$ .._... [SEE TOP OF SLAB . (2) CONT.04 REBAR CHAMFER (I -STORY) F6' h21 CHAMFER (2-STORY) .tl. °— #5 REBAR ON CHAIRS { e. a •� 12" MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95%{ VIRGIN OR ENGINEERED SOIL z COMPACTED SOIL EQ. EQ. SEE SCEDULE HBAR M O FOR WxD SIZE SLAB HEIGHT LESS THAN 3'4i' U PER PLAN 5 BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP scALE:a4"=1'-a' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL W/ BLOCK WALL `• SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (FOOTING (W/ UPLIFT) !A)E: LAP TOP PLATE A MIN. OF 49• --_.�� LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING WALL WI SYP No 2 STUDS SEE PROVIDE BLOCKING Z a PLANS FOR SPACING. SINGLE PLANS FOR SPACING. SINGLE p BTM. PLATE TO BE PT. BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ W Ri SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. 16" O!C STAGGERED. ADDITIONAL METAL U a ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO K IL O 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. � Z +' 0 '• POURED LINTEL CONT. (TYP-) W UPLIFT IS PRESENT. '+{ 8- CMU FILLED CELL (TYP.) _ TOP OF SLAB Ir SLAB SCHEDULE SEE SLAB SCHEDULE la 2X WALL FRAMING +- -0 [SEE Q +- 0'-L7' SEE SLAB SCHEDULE IQ" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO TOP OF SLAB TOP OF SLAB g "ISOLATED" COLUMN PAD 1 GROUTED CELL, 4" FROM ENDS AND < b d . CENTERED UNDER WALL AND 16, O.C. VERTICALLY MAX < • - POURED MONOLITHICALLY WITH �° - ° -� { ri - - FOUNDATION AND SLAB SEE DULE e<{ .� <.- SEE SCHEDULE FOR WxD BAR SIZE RWxD, ARSI FOR MD, BAR SIZE y/AND BAR QUANTITY EQ. EQ. E SCHEDULE AND BAR QUANTITY I. /1. 6� FOR WXD, BAR SIZE COMBINED EXTERIOR MONO- APR INTERIOR FRAME BRIG WALL TO g AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL �01 FOOTING AND COL. PAD %� BLOCK WALL CONNECTION A4 INTERIOR CURB FOUNDATION WOOD WALL g scALE:34"=1'(M � (NO UPLIFT) Iv SCALE:34"=1' Y' I I SCALE: 3/4"=1'-0" scALE: a-4"=r-o•• (NO UPLIFT) 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdaslgngroup.com AA #: 0003325 C b � bk 6 9ij ABBOTT PARK LOT #24 BLK. #11 PROJECT#► 04181.000-24112 MODEli 4EBB "1828-CALI" GARAGE awING: RIGHT PAGE: DETAILS 160 MPH EXP. C APR � DOWEL PLAN SCALE: 1/4"= 1'-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774 W B FAX 407-77_7' www.abdesigngroup.com AA M: 0003326 3 mill, a 3 [Ovsaly Z LOT ABBOTT PARK LOT #24 BLK. #11 PROJMCT# 04181.000-24112 MODEIi 4EBB "1828-CALM" GARAGE OWING: RIGHT PAGE: DOWEL PLAN 160 MPH E C Dw 4/19/21 OCAIX: 1/4"=1'-0" OIiEET s1.2 TIE VERTICAL REBAR • TO HORIZONTAL REBAR W/10" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z e 1441 N. RONALD RFAGAN BLVD. LONOWOOD, FL 32760 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 #5 BARS E 8" g 0 CLEAN OUT REQUIRED a FOR INSPECTION � I i• i l ah 0'-0" FIN. FLR. +� TIE ERTICAL REBAR -� TO HORIZONTALEl - REBAR W/ 10" HOOK :- pp o BAR SIZE 48 BAR DIA�t Z W #3 1S' CMU UNIT DIMENSIONS O #5 3W �p ARE NOMINAL SIZES #T 47' on MASONRY SYMBOLS HORIZONTAUVERTICAL 3 SCALE:3/4"=1'-a' N �1 REINFORCING W � SCALE: 3/4"=1'-0" O _ �gq lij i z STEEL REINFORCING IN GROUTED g a CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS W U O U io Z 8" CMU WALL b � +- a-0 TOP OF 6LAB a TOP OF SLAB SEE SLAB SCHEDULE - • e < EXT. PORCH SLAB BAR SIZE 48 BAR DIA > - W/ 1/2" ISOLATION 4" CHAMFER (1STORY) 18„ OU 6' CHAMFER (2STORY) JOINT (WHERE ♦ #4 24" APPLICABLE) Z MATCH STEEL REINFORCEMENT 6" PVC CHASE ll� PER SCHEDULE 6" PVC CHASE THRU FOOTING SUBDLv ae L.OT ABBOTT PARK LOT #24 BLK. #11 PROJECT* 04181.000-24112 HODELa 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4THRU FOOTING APR J sCALE:3/4"OT- A AR 7 DaniflAr ATE: 4/19/21 8CALM 1/4"=1'—O" SHEET S1.2A FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RaZUM INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM I 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) rc NIZH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8X8 (1)- I GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES Gt 10 MIN. 1 1 AIMII t.S 17'.4" BTM. OF LINTEL @ 7'-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003326 b a . 9 LL g uBDIV. Aa i oT ABBOTT PARK LOT #24 BLK. #11 PROJECT# 04181.000-24112 MODELS 4EBB "1828-CALI" GARAGE BVnKG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 111, 160 MPH EXP. C #5 CORNER BAR W/30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK 05 BAR IN BOND BEAM CORNER D REINFORCING OF BOND BEAM SCALE: 3/4"=l'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. PO��FE� aQ NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING, 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN le'DEEP. I / OF v F = FILLED W/ GROUT qk\ U=UNFILLED \O NOMINAL #OF#5'S, IN 2ND BONG WIDTH BEAM COURSE s� �o 16-1T/1B HEIGIHAk # OF 05'S, TOP �/c IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 T/1 RUB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AHD XFXX-1T/OMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEERS INTENT AND XUXX - iTH MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1TNM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST • 31/4" WINDOW L" SILL Z 2 SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 TYR BOND E BOND BEAM ao �1#5 .-iill�r #_= 1#5 TYR 6k16" jp BONDBEAM Bx16 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8X8 BOND BEAM TOP OF W/ (1) #5 BAR BOND BEAM GROUT SOLID FROM T P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 6x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -2" BEAM DESIGNATION OR 'Z 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (1-1) REFER TO PLAN FOR LOCATIONS Tn . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1W) 8" FROM EACH END AND 19' O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (MIN 2 X 3)23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-14' MIN. 2-12d PER BLK. EA END EMBEDMENT DEB SHEATHING WALL 5 ARCHWAY FRAMING DETAILS .SCALE: 3/4" - 1'-0" 1 - SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL N I BOND. BEAM PROVIDE #5 BAR } STEEL REINF. OF AT EACH SIDE I OF ELEVATION SOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" 11 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 € y$ g7 Q C OUBDiV as IAT ABBOTT PARK LOT #24 BLK. #11 PROJECT* 04181.000-24112 MODMIA 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: DETAILS L160 MPH E)XWP.,Ci "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 SAFEELLOAD PF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8I&OB 161T tT 1T 1TIOB 1Tro8 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/81T 8/1&1T 8/20 tT 8/2A 1T 8(281T 8/32-1T WIB 16-1Tn 1Tn 1T/1 1THB -rrne ererr emov BI20.2r v24-zr ene-zr e/32-2T 3'-0 PRECAST 1436 952 3114 4217 5321 6420 7531 T-w PRECAST 689 1024 T-W PRECAST 150 357A 4394 5183 6132 7001 2466 oils am r70e 9031 1000D 1589 3524 4394 5263 0132 7001 4'-0" PRECAST 1085 700 23D5 3125 3945 4785 W87 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3080 3815 4570 6325 0079 1961 0113 1192 e524 7627 8761 1363 3000 3815 4570 5325 0079 4' 8" PRECAST 819 533 1770 24M 3033 36M 4300 4'$" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 53r9 1625 5743 7547 9762 6541 7585 1207 2707 3375 4043 4711 5379 5' 4' PRECAST 931 1247 1909 2560 3123 36M 4249 5'-4" PRECAST 411 411 5'r1" PRECAST 1016 low2374 2044 3513 4084 1319 4400 7196 7342 5780 82� 1016 2270 2838 3399 3061 4084 5'-10" PRECAST 817 1024 1631 209D 250 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 11s1 3093 6877 OD36 6548 57M on 2DE 2593 31G7 3620 4133 6 8" PRECAST 1139 3227 3031 3707 4383 5061 8' PRECAST 410 721 6 6" PRECAST 835 1201 1578 low2332 2709 1199 3227 45M 7054 10000 am6' 835 1888 2320 2790 3251 3712 T 8' PRECAST 670 938 240 2205 26M 3191 3686 T-0" PRECAST 303 534 T 6" PRECAST 716 900 1181 1462 1743 TOTS 938 2498 3408 4864 7067 6472 rn 1624 2D25 2429 2827 3228 9'-4• PRECAST 428 633 1593 2204 2481 2618 2821 ��" PRECAST 192 384 9'■1" PRECAST 454 560 767 948 1129 1310 on1674 2298 3081 4099 4N8 572 1318 1643 19N 2164 2519 10 6' PRECAST 388 487 1247 1767 19D4 2163 2028 10'-0 PRECAST 151 301 10'-0 PRECAST 356 4e8 612 755 899 1042 560 1407 1897 2781 3222 3784 504 1180 1472 rr83 1710 1989 11'4" PRECAST 330 544 1312 1742 2252 2BOB 3630 11' 4" PRECAST 132 417 11'�{" PRECAST 430 405 530 853 777 on 544 1572 1742 2262 2888 3552 486 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 $87 age 783 507 1210 ism 2048 2688 9171 440 940 1900 1560 1314 1476 1Y-4' PRECAST 270 433 1045 1385 1732 2157 25M ITT" PRECAST 82 298 13W PRECAST 308 303 393 484 575 845 4u 1045 t365 1732 2316 2H05 sae rep 1057 1312 ton 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-T PRECAST 279 2 88 300 443 526 No 390 978 1272 ISM 19M 2380 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 600 on 746 ass 458 1079 1420 1824 2277 2712 246 683 GOD 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 e18 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T�" PRESTRESSED N.R. 183 1T 4" PRESTRESSED 187 326 365 451 567 ON 300 856 1121 1413 1739 2D47 192 ON 720 sot 1136 1312 17 4' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 208 348 430 513 me 235 730 959 12DO 1467 1716 158 429 623 803 00 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1108 1408 142 373 537 BOG 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR �,-p. PRESTRESSED N.R. 116 2'-0" PRESTRESSED 137 220 290 359 428 497 166 550 784 992 1203 1381 137 358 513 we 770 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 300 418 129 460 854 824 m14 1u7 124 319 ass sot 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 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.com L AA #: 0003325 O StmDIv. Ac LOT: ABBOTT PARK LOT #24 BLK. #11 PROJECT 04181.006-24112 MODEL: 4EBB "1828—CALI" GARAGE 8TnNG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C DA Z' 4/19/21 SCALE: 1/4"=1'-0" SHEET S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .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 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 70 TRUSS CONNECTIONS, 4. AVOID PLACING A7RU55 PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO SM. W/ SIMPSON LTA2 USED TO n BRACE TOP OF WALL. yWi O z3 CJ1 —a — —�--— EJ7 a CJ1 CJ3 a n a x 1C I at it x a x It n n x n n a CJ3 IIpII p 4 3.1 uATTACH 4'-0" LONG tic SCAB TO r W/ CJ5 ins m x a iL TRUSS 10d NAILS (� 6" O.C. x x a x =» a CJ5 A FROM EA. END) 1A 1 A14G O IA a m a� zap a aoa� : z main amama s x� amxa x xeee a mo 0 gPREFABRICATED �2 =m�amm® �e =a®m:a®e�aamm:a ­xa=xa I I I 1 I I y:I yl—_ O_� =sa=:0N31 Z .tea ®s ems 8 om NsA =�1=xm��wz 1 mm�a 1 :mix I am® m 1 aaa�_ 1� I :mm�a a Op �ATTIC" I Z * x�m:==��=:m=:� am —��=:=a: xm.� 0 o I I I I 1 1 p U A11 i J At 1A a — — — iq 1A I L�< I 3.1 3.1 1 I 1 A15 3.1 =� O a =amm_a Z FRAMING PLAN SCALE: 114" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 H 6 a 9VHDIV" & I.OT: ABBOTT PARK LOT #24 BLK. #11 PROJZSCT* 04181.000-24112 MODMIA 4EBB "1828-CALI" GARAGE BMING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C It aA E' 4/19/21 SCAIX: 1/4"=1'-0" 0 MT s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFANALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9)10d x 1 J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFANALUFLOOR (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 T' x 4", HTSM20 W/10 10d TO TRUSS AND (4)14' x 2 191 SHEATHING d x 1," NAILS TO TRUSS FASTENER SCHEDULE" x 1 NAILS TO 8" x MAY ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND DBL S GI DE R GIRDER. PROVIDE 5" W/ tOtl NAILS, 2 ROWS, 3" W NAILS, O CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 J" NAILS TO GIRDER AND 6% 8" x V-U' MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS WI 10d NAILS, 2 ROWS, 3" HEAW UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 tOd TO ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2114" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL SEE ARCHITECTURAL }" x 2 �' TO GIRDER 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES 0 24" O/C, 14, 2x WOOD FASCIA (2) J" x S' TITEN HD TO CMU AND (18) SOS t x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d AND APPROVAL GALV, COMMON NAILS. (2) k' x 6TITEN HD TO CMU AND (18) SOS J' x 3" bQ SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS SEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 32851.BS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LSS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 b 1 c TYPICAL ROOF 3 GIRDER CONNECTOR(S) SCALE: :3/4"=1'-Y 2a 2b 2c 6C : '=1 SCALE:34"=1'A' GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x48LOCKING BETWEEN LSTA1220 GAUGE BRACE W/ (3) 12d 0 EA TRUSSES WHERE W/ 10dxl/2 HOG NAILS TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT � EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 0'-0' TO 30'-9'(1)'X' BRACE SEAMS) FLOOR 30'-l" TO 60-0 (3)'X- BRACE SECURE 2x PT. PLATE GIRDER 6'-0" MAX (W/1X4) (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. 7 �R 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' �. FROM CENTER TO ENO. WASHER SET IN HIGH PE RELEVATION 2x WOOD FASCIA, STRENGTH EPDXY 6' lx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE PRE-ENG GABLE TRUSS TO 8 5/8" GYPSUM BOARD OR 1/2' HIGH PLAN FOR LOCATION P,TCPLATURE E W 12dk 8" STRENGTH CLG. BOARD MAY NOT BE C STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) N a F- REQUIRED TRUSS ENG) CONT. ZK44 SECURED W/ TOELS (2)10d's 0 EACH TRUSS TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF W-0" O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., WALL W/ SYPNo 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB NI BOND BEAM REQ. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING e 1!Y' GYP. WL. BD. lx4 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 BLOCK WALL W/ GABLE END 6 GIRDERNVOOD POST CONNECTIONS SCALE: 3/4"=l'A" SCALE: 3/4"=l'-0- PRE-ENG D TRUSS . a 5 SCALE: 3/4"=1'A' FLOOR TRUSS CONNECTION L.B.W. 4 60ALE:3/4"=V-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4.D HOLE EDGE>W USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 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 HOLE EDGE >5/8" 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. BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-0" SCALE: 3/4"=T-0" i N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AA #: 0003325 BtMDIV, & LOT: ABBOTT PARK LOT #24 BLK. #11 PROJECT* 04181.000-24112 HODEIA 4EBB "1828—CALI" GARAGE BVnNG: RIGHT PAGE: DETAILS 160 MPH EXP C 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAL. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12tl EA. 4'-d' O.C. (AT SHEATHING SEAMS TRUSS (DIAG. BRACE TO COVER 5TRUSSES) 0'-0" TO 30'-d' (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-td' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16tl ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" OIC, 1X2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17' O!C AND APPROVAL SECURED W/ (2)12ds 0 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:34"=1'-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2.6 PT. PLATE TO BLK W/ TRUSS PLAN WI 1/2' DIA. ANCHOR SOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12tl's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED 0 10'-d' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=7-0 m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003326 O � 6 eItmwv. ac IJOM ABBOTT PARK LOT #24 BLK. #11 PROJECT* 04181.000-24112 MODEX.: 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP C r A GABLE -E!ID HIP ROOF, A' I. ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 89.80 PSF (79I0) "A"- 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT:-/-0.1B ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (4=0), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (40Y20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR, SHANK ASTM 10d RING SHANK, 2117' 0,131 F1 7 170,000 (R1I6- 0 RINGS RSRS-03 SO RING SHANK, 2 3/8' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 81 RING SHANK, PNEUMATIC 23/9' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 117, COX OR 7/16" 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 Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF BREATHING ATTACHEMENT SPACING ZONE 1: 1Od NAILS C 4" O.C. ON EDGE AND 6" O.C. INFIELD ZONE 2e, 2n, 2r, 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 1 Od NAILS C 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 0 4" O.C. TOP & BOTTOM EDGES C w J ay O N Q z� LI, W Z QU r w0 Z rJ a Z O p z w 2 0 Z O w to Sa li N U Y rcnrl�rc vrc Ircuaa ROOF SHEATHING ■mmm - 11 I I 11 V BUILDING LENGTH ROOF SHEATHING LAYOUT ]� AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GA13LES-DROP GABLE END & (1) ADO'L DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE CtOd RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING CAS 2" DECK SCREWS 0 6"-8" O.C. MAX 0 EDGES & 17' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33031A MAXIMJMAGGREC-ATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AKt ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER 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, 781 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CMAMFERE03/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/802-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE B4ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SI.ASS044ROUND WHERE IN&CATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 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 BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W DOT $HALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %." OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7N EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH N STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS 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 Al054/A1084M, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR E REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. THE NFPA. TRUSS DESIGNS SHALL O SIGNED AND STRESS -GRADE LUMBER AND ITS ENGINEER SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REGISTERED DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AW 5M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'CESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pBf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD-nonuncun rd REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 38" WOOD TRUSSES. 10 pef BTM CHORD-n-onwi-It #5 BAR - 301 #7 BAR - 47 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 80: 1990. p TOP CHORD p.f TOP CHORD f (7 pefw/ASPHALT SHINGLES) (7 (1 No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 p f Sw/ 10 pet BTM CHORD 5 pe/ BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pBf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pBf WIND: DEAD LOAD 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 FBCSPER2020) XP S (ASCE 7-15 (BBC 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 ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOp.f, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: psf,40p HABITABLE ATTICS AND SERVED FIXED STAIRS: 30pNTS: 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 : RAILS: 20 AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER D IN WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL LE GARAGES: 50pY, ROOMS GATHER THAN SLEEPING ROOM: 40pcf, SLEEPING ROOMS: 30peF, STAIRS: PVEHICRONDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS COMPLIANCE WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm= 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS 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 IT EEER ASTM C-476, 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 FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED WI A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 pef, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR 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 $HALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRIICTURALTERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS MATH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' d-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 316AND ASTM C94IC94MOR MEASURING, MXING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMWFEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 98 MNUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 98 MNUfES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FDR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-17Y FOR 05 AND SMALLER T FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 14M FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36/A38M F = 36 kBI FOR ANGLES PLATES AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM Y L A500I1 0 0M GRADE B F = 46 kei. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE E OR S F = Y Y 35 kei. TUBE AND PIPE COLUMNS SHALL BECONCRETE-FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATXNI 5ZE TYPE SPAdN9 REMARKS APPllGTION 61ZE TYPE I 6PAdN0 I REMMXS 1r3PTFURRINGTO MASONRY I CONC 040E HARDENEDCOIL NNL 1 1/Z' LONG. OPRAGE DOOR BUCK TO MASONRYINNC ill"DA NO WASHER TAPOON MASONRY FASTEIER S° +11Y'EMBED., 1"ENDDI , I I? EDGE qBT, S GO AL EXT. OOORB GASE HARDENED WIL ffOC WINDOAIDDgiP PA61ENED GARAGE WMBJCI(�� EXPANSION BOLT iB'gC(3IB°DIN 4"EMBED., 1`EN005T, it PT SEE NOTE. NAILI I?LONG. STAGGERED INTOMAeONRY,WNC. w ER WASHSH N"O 0-N 9"EWE PST mwovwaucK CASEHWOENEDCOIL a•o�c vnNmvumGRIFABTENED METUSTIg To CONTACT THIS ENGINEER FOR SPACING _.BEENOTEe NHL++?LONG. sTAGGERm INTOMq.armxac. -1-REQUIREMENTS EXT. SWING DOOR (]j 3'1BDIA TAPfKJIl' 1B" II. -EMBED, BEND. NOWBFANINp WOOp 1?° EXPANEION 1"EMBED. X" ZI• BUCXL PT, SEE NOTE. NO WASHER FASTNER DIST.,112'EOGE DIET. ALL TO CONC. $LAB W/WASHER BOLT N6T, 9"EDG M �B NWWBUCJ( 0.138°PAFn31? B'QD CEND. OST., 11? P TEEL WL.. SEE NOTE B WI WPSNER eTAGOEfED EDGE DST. NOTES 1 S SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DDORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS $HALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REOUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. I MEMBERS ARE HAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAP TO THE SUBSTRATE. f- 19. N. RONAL.D REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.aLldesigngroup.00m AA #: 0003326 X YS may.. afill SUBDIV. & LOT: ABBOTT PARK LOT #24 BLK. #11 PROJECTM 04181.000-24112 MODEL: 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH E C 1 SCALE: 1/4"-1'-0" 1 ATT S N1 Ab © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLESINSTALLED , THRU SOFFIT AT NAIL HEM AND IN VALLEYS —i" MAX. DETAIL A FASCIA Q 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 7� STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED (c� 12" O.C. MAX (INTO 7OWOOD) IN J-CHANNEL SLOT J' MAX: WOOD BATTEN 10 -STAPLES INSTALLED Q7 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. k MAX- �*— DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT— Q J-CHANNEL-/ k N DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'— — ro---SPAN 'L=pis EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL 'A' SOFFIT SEE DETAIL SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END .U.— SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER EMS. 1X2 WOOD BATTEN 11 OFFIT 10 `J-CHANNEL ® DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER TRUSSMO LOCATION NOT TO / BY OTHER EXCEED 24" O.C. INTO 7Q STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 O SOFFIT - INSTALLATION SCREW, 8 2 1/4" INSTALLATION SCREW, EMS, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7� WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN ATTCHMEN I �„ MAX--od FASTENER SPACED 24- MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR _ O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BOILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:1) ✓i.- 1 n1L ! 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA #: 0003325 J 3 � � SUDDIV. & LOT ABBOTT PARK LOT #24 BLK. #11 PROJffiCT# 04181.000-24112 MODEU 4EBB "1828-CALI" GARAGE OWD40: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C 3 N7 SCALE: 1/4"=1'—O" SHEET SDI