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HomeMy WebLinkAbout7614 Broad Pointe Dr99 1504-3EAB-ALLEX99 HOMES �L GoanpL PLLWO C Cfl G,`OnnD �N�L���.�/C�Ft��pH�RN1L 1�r G1l � 12602 TELECOM E)RIVE, TAMPA, F1 33637 Tell: (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 -FI,HM M MMM CODE, RE9mEM1TAI, fnj EDITION (am) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C :EXPOSURE RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. A/c ADJ. AM. BD. CL � CLR CONC. �T. D. DBL. D.O. DID. DIM. DISP. DR DR, D.S. Dw. EA. ELEv. EQ EXH. EXT. ABOVE AIRCONDITIONIM AADJUSTAABLLE TE AMPERAGE BOARD CENTERLINE CEILING AR CLE CONCRETE CARPET DRYER DOUBLE DUAL GLAD DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR LAV. LUM. MC, MIN. MT. MID. MIL.N.TS GC PL PH PLT. PLYWD PR. P.T. R RAD. R-A.G REP. Rhi S.O S.D. Sx SHT. SITING. sFnvR LAVATORY LUMINOUS NENIF'NE T MINIMUM METAL THRESHOLD MOUNTED NETAL NOT oSCALE ON CENTER PROPERTY LINE PHONEUCTON PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM SOLIDCOREEXXIGDR SMOKEDETECTOR SINGLE HUNG SHEET SHEATHING SHOWER DATE DESCRIPTION 05l1L78 CONSTRUCTION DOCU'1ENT8 ISSUED ARCHITECTURAL SHEET DESCRIPTION �� �� MAINTENANCE PG CS —COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D-ELEVATION "D" PG E1—ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS OMM REVISED LINTEL SIZE • ENTRY 06AUI9 ADDED LED UGHTS TO KITCHEN 4 EATHROONIS MR MAW 901iES I0n3a9 ADDED WD LAYOUT ADDED OPT. W-O' CEILING HEKrHT OUOVlO REPLACE U8P CONNECTORS WITH SIMP60N CONJECTORB 04/1340 OPT. W-0' CLG. NCsT.- REVISE ARCHWAY HE*M OWI/21 2070 FSC UPDATE 03/03rn ADDED 6CFFIT DETAILS - STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 SQYT. CALL. S LIVMG I,504 SQ.FT. GARAGE 3W W. FT. ENTRY 31 60. FT. LANAI SQ. FT. TOTAL 2011 60. FT. F.G./FX. F.O. FDG3D GLASS FUEL GAS SH SIM SL. SLL SIMILAR SLIDING GLASS PG WA3—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. FLR FLUOR FLOOOORR FLUORESCENT STD. sws STANDARD SHEAR WALL SECTION PG WA4—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FR DR FRFINCH DOOR FIG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL TEMP. THK. T.O.C. TEh(PEEREDGLASS THICK TOP OF CURB PG PG WA5—WALL ASSEMBLY DETAILS WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 Off GL. GROUND -FAULT CIRCUIT INTERRUPTER GLASS GLASS T.OP. TOS TOP. TOPOFPLATE TOP OFSLAB TYPICAL " STRUCTURAL SHEET DESCRIPTION GYP. BD. GYPSUMBOARD U.N.O. UNLESS NOTED H.B. HOSE BIB H.C. H�� CORE IINSUORHT NSULLAATION NT. ' °uOR W. wo. WOW W/H OTHERWISE OOF WASHER WITH INDW WWATERHEATER PG PG PG Sl —FOUNDATION PLAN S1.lA—DETAILS SLAB —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LLABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHTIRON PG S1.2—DOWEL PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS PG S1.2A—DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG PG S2—LIFT BEAM PLAN AND NOTES S2.lA—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG 92.2A—SAFE LOAD TABLES INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG PG 93—FRAMING PLAN 53.1A—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG S3.1B—DETAILS MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFT's HAVE PG PG SNl—DETAILS SD1—SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeWgngrouP com AA M: 0003326 p� a ll av9DIV. ae LOT: ABBOTT PARK LOT #34 BLK. #12 PROJECT► 04181.000-34121 MODEL' 3EAB "1504-ALLEX" GARAGE BVnNG: LEFT PAGE: COVER SHEET 160 MPH AC 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. 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. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES 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 F -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/:INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH %- AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH 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 UMRIOR RNNNIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 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. FRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD, R302.7. EXTERIOR MOM 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) li N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA S: 0003325 h q StmDIV. & LOT: ABBOTT PARK LOT #34 BLK. #12 P1iOJECT#f 04181.000-34121 MODELa 3EAB %504- ALLY' GARAGE aITRNG: LEFT PAGE: GENERAL NOTES 160 MPH W. C 11 DATE. A 4/07/21 SCALJB: 1/4"=1'-O" 8*1z= GN 3052 -SW (2) 30S2-SH JA --117 ul� 9 I PANTRY ENTRY I EN RY `9 I I I H FOYER c; I " "v I I 1 I DINING ROOM I e' e'0 m I I I ! I W-V C& I v s 3'-8' 2'-10' v I 9 I 4— d m I LANAI I i0 u i ----: '" _ 18'-8' CLG. I jm _-- M i R;`X DW. D r CRL& IGTC�IHd 2 8 I '�' V-0' CL.G. Pl- II'�20 M N ;t� I — — — 8i-ISH b2 RANGEb20 1r�'a / AS REO I ,6', wic. I `T ---m 0— _ JHAU#i PER BLDG. io 0— S'-O'CLCL lI CODE (p 2'-4 6,_4. Igo — I 2-8 I ro I GARAGE8'-0' LL.O.IR V3-SH�QLAv. �BEDROOM#3BEDROOM#1 ui> LAv. BATE1#1 f::: 8'-0' CLG. S0CLls 4 W-W c BEDROOMs'-m' cLG.We SCALE: 1/4 ° I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6, (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SQ.FT. CAM IS LIVING IW4 SO. FT. GARAGE 3W 84. FT. ENTRY 31 50. FT. LANAI 86 SO. FT. TOTAL 2011 50. FT. MASONRY/FRAME WALL LEGEND 8'-0BLOCK WALL UN,O ON PLANS BRG HGT. VARIES 4' INTERIOR LOAD SRO, WALL UND. ON PLANS 4' INTERIOR NON LOAD BRG. WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE 6'8' -ALL EXTERIOR DOORS TO BE 8'-m' UNLESS NOTED OTHERWISE CC rODITAIDCLAODIDMDLOADS SA9C = EFONN FOR S 88=0 OUWB Clem BMW nolE 11OWN900A RHI4KB NOT11E FOWAQE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING i8 5 36/-41 DR MIN, CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 014D. 112 5 31/-38 12'xi2' SOFFIT I 5 3l9/-49.9 BASIC WIND SPEED MPH — 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMIXONISOM lz DBL. TOP PLATE 9 m ABAR DETAIL SCALE:Ia'.I'-0' 1 N. RONALD REAGAN SL LONGWOOD, FL32760 PH: 407-774-8078 FAX 407-774.4078 www.abdosigngtoup.com AA A`: 0003325 p_jl Mill, a I BLTBDIV. me LOT ABBOTT PARK LOT #34 BLK. #12 PItOJECT# 04181.000-34121 MODEL 3EAB "1504— ALLEX" GARAGE 8TfMG: LEFT PAGE: FLOOR PLAN 160 MPH E . 12 L W NO 93723 DwTE: 4/07/21 SCALE: 1/4"=1'-0" SHEET Al 4' FRIEZE BAND ( TM.) SNAKE SIDING AS 12 SPECIFIED (TYR) b� 6' TRIM BOARD (TYPJ V RAISED A BAND 8'-0 Br.�. NGT.- i t III I I t I I U 11 W-0' BRS. HGT.s _ _0'-0' FIN. FLR0 _ COACH LIGHT �n 4' RAISED BAND (TYPJ 9 -O'FIN. FLR _ I I I I I I I I I I I I I FRONT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH I�b OFF RIDGE T OFF RIDGE T LEFT ELEVATION SCALE- 1/4 - I'-V TEXTURED FINISH W-V B3 RG. NG REAR ELEVATION SCALE. 1/4 - I'-0' TEXTURED FINISH II I I J I I I I ---------------------'--1" OFF RIDGE VENT OFF RIDGE VENT 9'-0' BRG. W.T. EIDI i v ro ro 0'-0' FIN. FLR RIGHT ELEVATION SCALE- 1/4 - 1'•0' TEXTURED FINISH AREAOFATDC = 2232 SOL FT. NEE FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2232/300 7.44 2071.36 SO. IN. NUN. REQUIRED VENTILATION IN UPPER = .5X Wn.36 PORTION OF ATTIC = 535.68 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITOR EAVE VENTS( OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT TOTAL# OF VENTS REQUIRED = 4.65M TOTAL# OF VENTS PROVIDED 5 �Q8'•0' BR.:s. HGT. 0'-0' FIN. FLR �LLQVER DETAILA 1/2 - I•-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www,abdosigngroup.com AA #: 0003325 J s 14 rISUBDIV. & I.OT ABBOTT PARK LOT #34 BLK. #12 PROJECT* 04181.000-34121 MODEIe 3EAB "1504- ALLEX" GARAGE 9WING: LEFT PAGE: ELEVATION „DI, 160 MPH EXP. C 2 DAB., 4/07/21 !!CALF: 1/4"=1•-0" mkmw A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e D6V OUTLET 20 AMP SMILE POLB uOv OUTLET IIO v OUTLET 1G w O1" AT— can To a —�i OM OM Rev OUTLET aGurw Wt7R0 PAL N1eAnu (TAMPER R[SNNANT Tyro 220V OUTLET fu UM CONNECTION yypt EXr. "Twepiog P amom PA4LT Gfl CUTLET NTEMIPIER SWTCH BWTCH $•WAY OPER $4 SWTCH 4-WAY OM r� WALL MOUNTED� f LIGHT CEILING LIGHT © LED CLA LIGHT ©vP LED VAPOR PROM LKWr O yP VAPOm OP TRO LOUT ORIaOEm CAN eVENT. PAN I CmM PER en FT. VENt. PAN "low I CM PER Sm M. V Is TOP.mx far eY Tc Rl. 2.mw WRAP ® L TTwAl T N, (SINE MNTJ }—=( 2' KAiOPW6CM 4' RAKXQBBCNW AA N TRACK LOW O PANEL METER smom DETECTOR WALL MO NTIM MU NAIZ� SD. "Kill DETECTOR Re Calsom mi"a ormorOR yMTEh ® S/C.O CO'M NW.I-00t a DN nNCE OF NOT LE66 THIN 4' PENDANT LIGHT LIB NATURAL 6A6 ► TELEPHONE JACK RATER MRAIM DISCONKT 10.ElJLOri� DISCONNECT M ANU ON THIS swist IM�N iF1EVOICN JAG[ NG ew O TO SE eurrloRIMD N ACCORDA9# EOX J-SOX S rf4lRKEo A6 SUCH FOR To M EurPoRrEa N CEILING PAN4.IONT ACCORDANCE W BOX MARKED AS SUCH FOUR INSFUCTION Nana 24' wwMecow LOW STOP �pppII4 LN' INCANDESCENT LIGHT STRIP 4W INCANDESCENT LIGHT STOP ROOD LOW - o. wAD=mrY IQMTPr • PRE. MAW-Eurrm Pam CR'E6 um PORT • LOCATION OF N JALKS 4 PHONE OUTLETS 4 FAIN TO BE VBE+IED a 140MIEOINERR PRE -CONSTRICTION MEETNG. • ALL B 4 20 AMP BRANCH CIIRCUITI TO x ARC FAILT PROTECTED PER ELECTRICAL PROVISIONS OP PISM 'RN lDRbHt Game) a NEC 216)2 2din lDRION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR a ISLAND (NOT ON VJTCHEN CIRCUIT) • 01SWUAGN M DISCONNECT TO BB LOCKOUT N PANEL BATHROOM s NAUST PAN To NAVE mK CAPACITY OF SO OM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MNW3 • LAUNDRY ROOM RECEPTACLE L BE GI lu l FAULT CIRClR-INTERRUPTER PROTECTION I = PERSONNEL ON PESDERS • WRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL. PROVISIONS OP .r"ITN Ee tame). • ALL WORK TO COMPLY SM ELECTRCAL PRO VISICS6 or THE Feu TTH Eo r200A L eE SELECTlD eY eULDER APO • ALL LAMPS SHALIthim ZZ E M/O Gl, THEN • 1% CU M 2' CONDUIT OR 3 THM . 1% CU N 2' CONDUIT OR 2M AL. SEA IT TO TERMINATE ABOVE SCPPIT a OYM04ANW 150 AMP ELECTRICAL RISER NOT TO SCALE. COMDNATICIN SERVICE ISO N'IP 0160ON ECT SWTC 4 AND DOA4o VOLT GENERAL NOTES, M ELECTRIC METER IN A. ELECTRICAL. MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WTH ELECTRICAL PIROVI61" OF THE FBCIR 9T14 PANEL EDITION (2020). LOCAL CODES, AND ALL LOCAL POSER COMPANY REMIREMENTS, BOARP EL ALL CONDUCTORS SHALL BE TYPE TFIFNRFNW UNLESS NOTED OTHEIRWSE.. POSER C0MPA TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARF ELECTRICAL SERVICE. PROVIDE 3 4 COPPER (CU) N 1412" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE D •2/0 ALUMINUM (AL) N 2" DIA SCHEDULE SO PVC CONDUIT M'LESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO BID. I ?3V-3- I ' LED LIGHTING ® SINGLE LAV. BATH a2 TELEPHONE SlIRVIC! CABLE TELEVISION BHTRANOE SERVICE ENTRANCE EWIP ENT BOAPMENT I INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO C40NCFMM ENCASED ROOTER STEEL PER ELECTRICAL PROMICNS OP THE IBM TTH EDITION (2m0) S/S" DIA X • PT LONG COPPER CLAD GROUND ROD — I I L L I I I I'-b' 3'•0' I'-b' I LED LIGHTING @ DOUBLE LAV. BATH M 1 LANAI OUTLET FOR DISHLLWSHER ; UMG ROOM I I CEILING MTD. I PRE -WIRED-- - I LICIT TO BE I 1�1 (r CLG FAN INSTALLED. PROVIDE 041 I l 0� 1 J-BOX FOR L OPT, FAN l ; i $j I1(In (ro n �, S.D. 1-•{ WJLC BEDROOM #1 L L PRE-WIRED ------------- CLG FAN [�A)Tu A I r GFI BEDROOM #3 PRE -WIRED CLG FAN OPT. REF I PANEL: A PANEL: 42 cn. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER :3-#210 Cu TMNN&1-06 Cu(G)in 7C. OR 3-#410 AL THMVN&1-#6 Cu(0)in 7C. Wks Polo W Ion Watts CIr.* CeaA Wafts D— Ikon Bla Pole Wks 012 1 20 anal ems 1500 1 2 am Rarge SD 2 1R 012 1 20 Ucr JHYgd law 3 4 #12 1 20 Snell AFplame 15M 5 8 4500 Water Heater 25 2 010 012 1 20 REM at Iwo 7 8 012 1 20 Dinn L`s AFCI 15M 9 10 12DD DI OFI 20 1 #12 #12 1 20 Bath M Rec im 1200 11 12 1500 _ DIM—ger Cif 20 1 #12 rn1 1 15 F /F!p 800 13 1/ 5000 Dryer 30 2 #10 014 1 15 Great Rope f Din. Li / Lar al AFCI 900 15 16 014 1 15 IOtalenL fPe / AFCI 9D11 17 18 1500 _ Wed -CFI N 1 #12 #14 1 15 _ Bed#2/Leon AFCI 1200 19 20 1000 Ger er OFl 1 #12 #14 1 1 Bed A3 / Beth #2 AFG 900 21 22 1200 / Ederlp Ln & Rec . AFCI 20 1 #12 23 24 900 Bad#I/SDa AFCI 15 1 #14 25 26 NO Bed#i/W.I.C.AFCI 15 1 #14 27 28 e Za 30 e q 31 32 q e 33 34 q 35 36 q e 37 38 #6 2 60 AIC AI"I 144kif 10 KVA at 66% 96M 39 41 40 42 4400 NC. A/CC.U-1 40 1 iO Lced ea mdernelq teomr CBkWdipla/Lr1a 234W 30100 Lp1d bdemend feClar nMAaass/Ina Demand Paetor Cal:ulaNDna: ABBREVIATIONS: AFCI: ARC FAULTORCUITINTERRUPTER NC: WnCOINCIDENT LOW OR: GiOLM FART INTERRUPTER TOW load tW dermal maw 53s90 ' FVa 10000 web 9 10D% I 1 W W Rematnln aatmat 40% 17410 TC IPSC load 1 fw tub- 7710 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD TaN Cmnected Sad W.I. 29140 TINY a eeN/240 l Itel 1 121.4 c General Llptlng& Receptacle Load Tdei)VC ere Fast Generat Us &Rae 3 W) . Fl. H-Heb 9 at 65WILi ht at 100% General Ckts# General Lis & R. P-1 A 10 1504 4512 1235 5747 9/c Total watts 575 5747 I8 ENTRY FOYER GF DMGROOM M =__-^ ' CL �LA `OPT-LI 1 � D. II 1, 1 1 I 5/CO ELECTRICAL PLAN SCALE, 1/4 a 1'-0' BEDROOM #2 M PRE -WIRED CLG FAN L✓ DOOM \ IN 1 GARAGE ' .I GFI ® WA KEYLESS 1 ( \ FIXTURE I 1 WALL MOUNTED 1 1 I LK#HT W/dUITCH IN ! � — ATTIC i I I I i 1 ' / IRRIGATION ( OUTLET • 48' I r EL AFF. GFI OPT. METER COACH FIELD HB LIGHT VERIFY LOC. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com L AA #: 0003326 J Q a C sUDDlV So LNOT: ABBOTT PARK LOT #34 BLK. #12 PROJECT* 04181.000-34121 MODEZ& 3EAB "1504—ALLEX" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EA. C 1 DA M. ir 4/07/21 SCALE: 1/4"=1'-0" SHEET E1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT ''MALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS %TALL 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 BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 614ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION 0020) 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 SHALLHAVE 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 FBC TT14 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. SCORATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -�---FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM EPSOM INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC (f)FLOOR SLAB CLEAN -OUT (TYP COUNTERSUNK C.O. PLUG SEE SPEC. r-8•xs• coNc. FIN. GRADE OR PAVING FITTING OR O EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP, LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL ATTIC AIR SUPPLY—�� 1 AIR EVAP. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC W/ (2)-3A6'X2' TAPCONS C�IUNIIT R SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLAB SERE STRAP TO UNIT W/ (2) REFRIGERANT LINES 08XI 1/4' BHT. MTL. SCREW& CONDENSER UNIT EXTERIOR WALL CONNECTION TO PAD 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINER BELOW SLAB NOTE; MAIN COND. DRAIN 3/4' PIA. 1 OVER HEAD • 12' FROM STRUCTURE 1 REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR ITW EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS MECHANICAL PLAN SCALE: 1/4 • 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7744078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 a Li aysaLv. ac L.oT: ABBOTT PARK LOT #34 BLK. #12 PROJECT* 04181.000-34121 MODEL 3EAB "1504- ALLEX" GARAGE BWMG: LEFT PAGE: MECHANICAL PLAN 160 MPH 1 nA N 4/07/21 BCALJC: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE 35ro'OR5 PER - FLR A, I!!' DRYWALL 3ro' TOP CHANNEL f25 PRE-FAB TRUSS C'p`) eolartle M�L—F • Id' YMCIC 2 COAT In. CLG. BOARD A � 6TR cn� FOR 1/2' DRYWALL Dgacn.r To � � 3 5/S' OR 5 3ro' METAL STUDS nAbo�r iY P.T.AO TO PILL NOTE: STUDSIN 24• O.C. 20 GA METAL TO BE 5' D1A. SLEEVE, uu'u reR PARTITIONS SUPPORTING INSTALLED IN WALLS DO NOT CUT ,� RCGL ve• DRYWALL WALL HUNG PLUMBING RECEtVMG �� LOWER 3 5ro• OR 5 MBAR C•+� •'� � °E"""" CABINETS AND TI�/SNOUER 25 3ro. BOna„I SAaaR ROD ALD REAGAN BLVDFIXTURES AND WALL GA METAL TO DE INSTALLED CHANNEL!25 PIPE GawnlR Gnat OOD, FL32750 CABINETS SHALL BE NOT IN ALL OTHER WALLS. STUDS GAd SECURED roALL07-774E078 TO BE SPACED 16' OG. AT 2NDLESS THAN 1x4, WHERE TO Cow- BOND SEAM DO NOT CUT rncxuvGienaas�va Doael9~j 07-774.4078 FLOOR WALLS ADJACENT TO Cm 2X4 WOOD SPACED NOT MORE STAIR WELLS AND BATHROOM FLOOR O 3/a' SOLIp CsROUT THE BOND W �U_p '10 n aGigrtgroup.com CURE ST. STUDS 024• THAN I6' O.C. OR, NOT WALLS W/ TILE FINIBN WOOD FLOOR W/ l i)- "5 BEAM aeoo SAN woo Jena roe #: 0003325 PLATE TO BLAB O.C. l2) COURSE REBARS PIGODUCr 4 . V. GTM. uV Val MASONRY LESS THAN 2x6, WHERE W/ v4 WOOD _ _ OVAL � By MAW. TRACK By OTHaD Dope • er aneRe NAIL • 32' O.C. SPACED NOT MORE WOOD BASEBOARD SCREW F, e o To MAX THAN 24' O.C. Roam TRACK IlR.4CK[TG kw rmv=T AITRDVAL REO. . BLAB �-®• FM. K.R.FINISH FLOOR :. . 1—STORY TYP. INT. WALL 2A PIPE THROUGH BOND BEAM 28 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS •C.lL[. V7'•I'.O MTYP. INT. WALL (NON—BRG.) 1A METAL STUDS (NON—BRG.) SCALE, 3/4'-1'-0' D1 ALE: I I '•I'-®' SCALE, 3/4'.I'-0' D1 SCALE, 3/4•.I'-C' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 908.1.1. FIBER> 13LASB SHINGLES AS PER FBCR W5.I1 • EA. END ROOF SHEATHING WITH LWERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNI r o O F a FIBERGLASS BHMaL.EB THICKNESS AS PER WITH UNDERLAYMENT A8 PER SHEATHING 905J.1. 8 4EET SNL SECURED PER PER STRUCTURAL DETAILS AS PER FBCR 905.1.1. ROOF BREATHING FASTENER SCHEDULE FASTENS PER ROOF SHEATHING THICKNESS A8 PER FASTENER SCHEDULE SHEET W. THICKNESS AS PER SECURED PER BTIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED 8ro• GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER t.- SCHEDULE OR I!L' NIGH MAX—PRE-ENG WD. TRUSS 1. 2x FASCIA PER STRENGTH GLG. 2x FABGA PER AI� Ax 4n BOARD REFERENCE ELEVATIONS o. ELEVATIONS W STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT ,� PRE -ENO TRUSS SEE ENERGY CODE FORMS FG'R PRE-EW. TRUSS WALL SHEATHING STRUCTURAL DCONT. 2x RAT RUM SECURED PER Q INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING = REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CDE CODEFORM FOR THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION ON SHEET SNI PER ELEVATION FASTENER SCHEDULE 2x FASCIA PER TYP 2x FASCIA PER p ELEVATION, p.H_ ELEVATIONS 5ro' GYPSI M BOAR OR 1/2' ON SHEET SNI. R-41 INSULATION PRE-ENCs. GABLE TRU88 HIGH STRENGTH CLG. BOAR PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP ,CREED WINDOW ATTACHMENT WEEP SCREED AS CIIF 2x P.T. SEr_URE0 AI �BPECCATIONS MANUFACTURES STRUCTURAL DETAILS 2x P.T.SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MAMJFACTURES SPECIFICATIONS FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' Or- 1/2* THICK, 2 COAT PORTLAND Ix2 P.T. FURRING 9' CMU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY I/2' THICK, 2 COAT 1/2' GYP. WL.,50. • cm CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. PORTLAND ACPPLIED WOOD BASE-- DIRECTLY TO MASONRY WOOD DARE El DIRECTLY TO MASONRY 0'-C' FIN. FLFZ L 0-0' FIN. PLR 0'-0' FIN. FLIR. 0'-0' FIN. FOR. ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2029) „ ACCORDANCE WITH FBCR 2020 4 NTH EDITION, SECTION R301.13 a 1TH EDITION, SECTION R301.13 AND 16005.1. AND 16095.1. W/ WINDOW OPENING n TYP. WALL SECTION W/ WINDOW OPENING T�L SECTION " L' ti BB l NO OPENING NOTE: NO OPENING NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE SUBDIV. AC LoTil ABBOTT PARK LOT #34 BLK. #12 PROJECT# 04181.000-34 21 MODRILe 3EAB "1504- ALIV' GARAGE 8WIPTG: LEFT PAGE: DETAILS 16Q,,MPH W. C 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF �5�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE �1 SCALE, 3/4'•I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR WITH FBCR S05.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES 2020 ITW EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D4869 TYPE III TYPE II OR ASTM D486S TYPE III q(►^ OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 0 `.L AR Dw 4/07/21 SCALE: 1/4"=l'-O" RSHEET D1 IQ& 2X6 P.T. • CENTER OF DOOR 14EADER 6ECURED WV (V IW X S' J-BOLT W/ 4' MIN, EMBEDMENT W/ 2' X 2' X US' WASHER 4 NUT OR W/ (2) IR' X 6' ANCHOR DOLTS UV 2'X7'X V6' uw&ER 4 NUT O ® 2 TO MILK WV 0 o R 114' TAFr," 1 V2' EMBED, 6' OU:, 4' END DWT, I in, now DIST. IE S� OB IX6 GARAM DOOR DUCK SECURED WV (5) V2' X S' J-DOLT OR ANCHOR OR WV 4' MIN EMBEDMENT, IIU 2' X 2' X IW WASHER 4 NUT. (I) WITHIN O' OF TOP, [U WTHM 6' CF THE DTM, IE (!)EVENLY SPACED. 191 NOTES, ALL ANCHORS SMALL BE IN ACCORDANCE TO MAMFACTUER'6 INSTALLATION INSTRUCTIONS WHERE MUCH MBTRIIOTION6 ARE MORE 6TRMGENT GARAGE DOOR rjZBUCK ATTACHMENT D2 , w+r•r S' CrMU 1/2' DRYWALL Ix4 P.T. OR 5/4'X4' MIL SECURE THR! FRAME 4 ❑ I'X4' EXTEND 1-V4' INTO P.T. NAILER BLOCK W/ 3/16' TAB DOOR CASING (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIL EMBEDMENT I-1/4' WITHIN S' OF EACH END DOOR JAM OR WINDOW 4 W O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURE& DETAILS. NOTE, SHIM AS NEEDED TO KLIMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" n R TO BLOCK +3/4" 0 +5/4' 2X4, SECURE TO BLOCK W/ SAW TAPCONS(MIN SHANK SIZE J46 MK HEAD 61ZE 300 MIL EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. 7X6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. 614AW SIZE J48 MIN HEAD SIZE -%W MIL EMBEDMENT I V4') S. CM WITHIN 6' OF EACH END 4 IV Or- MAX SPACING, 14' DRYWALL 2X6, m a MX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING MIL SHANK 612E J45 MIR HEAD 64ZE 300 MIN. EMBEDMENT 1 V4') WITHIN 6' CIF EAC.14 END 4 W OL. MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 7X PER MANFACTUINS DETAILS, NOTE, 614IM AS NEEDED TO PLU M6 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" f—.\ DOR TO BLOCK +1. 1/2" ---- 2X4, IZI SECURE TO BLOCK UV 3/I6' TAPCON6 (MK SWANK 61ZE J45 MIN MEAD SIZE 30D MIL EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 W O.C. MAX SPACING. 2X6, SECURE TO BLOCK W92) 3/16' TAPCO NG (MIN. SHAlC SIZE J46 MIL HEAD 612E 300 MIN. E'M1ENT 1 1/4') rTr- WITHIN W OF EACH END a' cm 4 W O.G. MAX SPACING. V2' DRYWALL 7X6, �1 ❑ SECURE TO BLOC K1'X4' W/(2) 3/16• TAPCCNS P.T. NAILER (MIN. SWANK SIZE J45 'VW' O.S& X 4' MIN. MIN. HEAD SIZE 300 MIL EM MEDMENT 1 V4') DOOR CASING WITHIN 6. OF EACH ED 4 W or_ MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTURE6 DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 15/16" �11LLND0IT TO BLACK +1 15/ 8" 2X4, E SECURE TO BLOCK W/ 3/16' TAPCON6(MI, SWANK SIZE 145 MIL HEAD 612E 300 MIL EMBEDMENT I V4') WITHIN 6' OF EACH END 4 W O.G. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO ISLOCIK THROUGH NON-6TRUCTURAL WK2) SAW TAFGCHD 3/16' TAPCON MIL I -VW (MIN SHANK SIZE J45 IS OMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT 1 VW) rTT WITHIN S' OF EACH END 6' cm 4 W O.C. MAX MAGMA 1/2' DRYWALL 2XSSEC ET ❑ TO BLOCK I'X4 ' W92)SA K7J 3/W TAIY.ONB P.T. NAILER (MIN. SWANK SIZE J45 DOOR CAGING MIK HEAD SIZE 300 MIK EMBEDMENT I V49 "THIN 6' OF EACH END 4 W O.C. MAX SPAC - DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, SWIM AS NEEDED TO FW"S JAMB (DO NOT EXCEED V4') DOOR JAUB TO BLACK +2 1/4" �1/IL•iDOlf TO BLOCK +2 1/4" 2XM 61CUIE TO BLOCK W13/10' TAFYCON6 (MIN. SHANK SIZE J45 MIR HEAD 61ZE 300 MIN. EMBEDMENT 1 1/41) WITHIN S• OF EACH END 4 W' O.C. MAX 6PACMri. 2)(6, 6ECUFM TO BLOCK WK2)3AW TAPCONG (MIN SHAW 61ZE J45 MIL HEAD SIZE 300 MR EMBEDMENT 1 V47 UMTMIN 6' OF EACH END S' CM 4 18' Or- MAX SPACING. In' DRYWALL BLOCK SECURE TONIZE ❑ I'X4' WK2) SAW ONS P.T. NAILER (MIN. SHANE J45 DOOR CAGING MIN HEAD 3" MM. EMBEDMENT I V4•) WITHIN S' OF EACH END 4 WOG MAX a ,ikCM DOOR JAMB OR UANDCU ATTACH TO 2X PER MANFACTJRES DETAILS, NOTE, 6HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" /lm ant• 'Fn arnrrr .a" 2X4, 111111 SECURE TO BLOCK W( 3/WTAPCONS (MIN SHANK SIZE .14b MIN HEAD 812E 300 MIL EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. 2X6, CM SECURE TO BLOCK WK2) 3/16' TAfr9M (MIK SWANK SIZE 348 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 114') WITHIN S' Of EACH END 4 W O.C. MAX SPACING. 2X8, SECURE TO BLOCK 102)3/16' TAPCCNS MIL SHANK SIZE .146 MIL HEAD SIZE 30D MIN. EMBEDMENT 1 V49 WITHIN S' OP EACH END 4 Is, Or. MAX SPACRNM NOTE, STRUCTURAL 2X MST BE ON OUTSIDE 4 SECURED TNROIJGM NON-STRUCTURAL 3/WTAPCON MIN 1-1/4' EMBEDMENT INTO BLOCK qw 6Dcm IR'DRYWALL 1 X4' P.f. NAILER OOR CASING NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK2)2d UTNM S' OF EACH END 4 6' TO 6' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MARFACTUIE6 DETAILS, DOOR JAMB TO BLOCK +3" 2X4, m SECURE TO BLOCK W/ 1/4' TAPCONO (MIN. SWANK SIZE J45 MIL HEAD 612E 300 MIN EMBEDMENT I V49 WITHIN 6' OF EACH END 4 10' O.C. MAX SPACING. 2)(6, SECURE TO BLOCK WN2) V4' TAPCON6 (MIN SHANK SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT I V47 WITHIN W OF EACH END 1 IV O.C. MAX SPACING. 2X6. MCUE TO BLOCK W92) 1/4' TAPGONS (MIL SHANK SIZE J45 MM. MEAD SIZE 300 MK EMBEDMENT I V4') WITHIN 6' OF EACH ETD 4 W OJC. MAX SPACING. 6' CHU ❑ In' DRYWALL I'X4' P.T. NAILER IAA' OAM X 4'MIK r- DOOR CASING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACT RNG DETAILS, DOOR JAMB TO BLOCK +3 7/16" IIINw TO BLOCK +3 7/15" 2X4, m SECURE TO BLOCK Wl 1/4' TAPCON6 (MIN SHANK 84ZE Ab MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1141) WITHIN W OF EACH END 4 W OC, MAX SPACING. 2X6, SECURE TO BLOCK WK2) 1/4' TAP ," (MIN SHANK SIZE J45 MIN. HEAD 612E 300 MIN EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 W' O.C. MAX 6PACIN6. 2X6, 1=1 GECUE TO BLOCK WW2) 1/4' TAFr-ONS (MIN SHANK SIZE J45 MM. HEAD SIZE 300 MIK EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 W' O.C. MAX SPACING. NOTE, STRUCTURAL. 2X MOT DE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN 1-1,14' EMBEDMENT INTO BLOCK LJ 6' cm IR' DRYWALL ❑ 1 X4' P.T. NAILER I' P.T. X 4' MIL DOOR CASING NOTE, SHIM A6 HEEDED TO FW B JAMB (DO NOT EXCEED 1/49 DOOR JAMB OR UINDCU ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3 3/4" n1/INDOM TO BLACK +3 3/4" d N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r7 Q bp Q sxm D m a. LOT: ABBOTT PARK LOT #34 BLK. #12 PItOJECT# 04181.000-34121 MODEL: 3EAB "1504- ALLEX" GAMAGE sMING: LEFT PAGE: DETAILS t,.16Q,MPAXP. C »CALK: 1/4"=1'—O" MEE= D 2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1147&10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 20456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/32/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 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 10/22/2023 139D4.6 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR IZ/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBat 1Z/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 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 1Z/31/2024 1S3S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 27869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020F8CR 1Z/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 1S279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2029 2395S.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395SA THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 239S6.5 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 15216.1 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 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 3S8.1 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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE:03/11/2021 •1 N. RONALD REAGAN EllLONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 Y c � a a W�1 aVHDly. a LOT ABBOTT PARK LOT #34 BLK. #12 PROJECT# 04181.000-34121 MODEL: 3EAB "1504- ALLEX" GARAGE STUNG: LEFT PAGE: PRODUCT APPROVAL LIST G 160 MPIJAW. C SCALE: 1/4"=1'-O" 1 D3 PREPORIEO CONTROL JOINT PLAN= OF CONTROL JON% Td DE UNIED TIED TO LATH . S' Or- MAX (VEIUTJ. NOTE,. DO NOT PASTEN CONTROL. JOINT TO WALL EVEN F STIR EXISTS BEYOND EXCEPT STAPLES W/ Dui EMAY AONTR LBE �JOINT° TEMP DURING INSTALLATION —� FASTENERS TO DE SPACED-^7 • 'I'Or- MAX VERTICALLY / / \ � D COAT CEMENT /�— TER UIRD LAYER 4, FORTIRBER / MAXIM PAPER APPROVED PETAL LATH FASTENED .l' (VERTJ O.O. MAX AT SUPPORTS Ulm LAYER -1, STuIX:O WRAP WOOD SFEATHMG LATH SHALL NOT - BE GQITMUOUS v ro r v ro •• THROUCe14 CONTROL \ ne JOINTS BUT SMALL BE STOPPED AND TIED AT EACH BIDE. PROVIDE 2X4 BLOrKING PER ASTM GOODS, 91-1 PLACED RAT MAX S' TO S' PROM C40NTBIOL WHEN R / CONTROL JOINT FFALLLLS ON L FASTENERS FOR LATH TO BE NAILS O-+- i STRUGT14lAL. STUD STARES IN COMPLIANCE W/ ASTM CIOSD 2. WIRE TIES TO BE (NO. B) 00415' WRE / 3. DLOCKM6 SHOUN MAY BE IN ADDITION \ TO ILIA" STUOS RECLiOWD PM RAN I I MAW OrM" TYPE CONTROL JOINT OL FOLD NBYO . PT. A OL FOLD N IIAND e Pf. A LCNRAN-Pr.B 1 COWAN a Pt.O OLP"NIWO•Pr. A 2. elfA" • FOLD 4F ® L IfpLD HNIC . PT. A 1 CIWAN a Pr. C 4. FOLD It. C GYM Pr. • TILL F-T. C VOODOO BOTTOM RAMS Ivr r e BORON N''�m T. T_ IWAL, POLO.212 t1a eur. T) NOTE, APPROVED BUILDING uIR,AP SMALL BE LAPPED A MINIMUM OP S' . VERTICAL LAPS (ROLL ENDS) 4 S' • HORIZONTAL LAPS, ALL SEAMS NWP TO BE TAPED WITH PORTIBER BFEATHIMG TAPE / 1' MN LAP . MlTAL LATH \ \ 5C X X X� I WT4L KIOKpI DI. AT BDTTOPI G# 110Q e UTALL NIBRIBOTDM LATH VERTICAL LAP TO DE P —7C�TJl —I METAL LATH I USE LAYER % STUCCO u2lAP USE LAYER 7, FORTF MGM �BUILDNG PAPER 2 ecALE.IIrJ'.r-o' T MN LATH Ar, 4' OKR ALL LAr SIDE Q METAL RASTER BASES SMALL BE SECURED TO PRAMMG MO'dERS. THEY SMALL BE TIED WITH 00415-11% (W-MM) MAE AT INTERVALS NOT MORE TMAN V (22S-MM). AS PER ASTM C063. ® K I C KO U T roPR REPAIR OF TEARS MWINE ,EARS DETAIL Y0LAYERS, MAY DE PATCUIIAP ED TA YUHOUSC UAUAP TAR PER MANVIF. SRC OR PEEL a STICK Ole SHEATHING STU= Ii THICK 3 COAT CEMENT METAL LATH WOW LAYER O, FORT FIBER BUILDMG PAPER SMEATHM6 TO URD LAYER q, STUCCO ~ U NIS LAYER R, POR POM DUILOMG PAPER METAL LATH WOOS* SELF'-ADI✓ERNYa MEMBRANE PLASHING OVER 4'a4' SELF' -ADHERING MEMBRANE PLASHN6 OVER APPROVED HOUSE UUUAP. FLASMNM TO EXTEND ONTO PIP[ GONT. DEAD OF SEALANT AIR SECTION PER SECTION RIO&7 13e.wWON! .ma.r.I. Exterbr ue. of poriuma mm , passer ehdl comply wih U. ePPk"_ lequinm.rrta of ASTM C 926-18b. Imbllatlan of exterior IeNlinp and Immin9 .III comply with ASTM C 1083-19a• or A6TM 1767. 4br4' SELF -ADHERING MEMBRANE FLASMMG (COMPATIBLE W/ HOUSE 4 URAP MATERIAL) OVER APPROVED HOUSE U OIAP. FLASHING tO [XT[ND ONTO PIPE V OR LEGS PIPE .� - VXV SELF -ADHERING MEMBRANE ,: PENETRATION I ' FLASHING (COMPATIBLE UV HOUSE t :<. uIBAP MATERIAL) OVER 4'x4' SELF -ADHERING MSPWRAPE RLASNING OVER APPROVED Noun UUUAP. ONTO PIPE CUT AND OVERLAP ONE SIDE OF—/ SELF -ADHERING MEMBRANE FLASHING STEP w WOOD SHEATHING OR CMU WRIS LAYER M, STUCCO WRAP (FRAME ONLY) T THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED Z S'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) c+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CUT AO OVERLAP ONE SIDE OF' SELF-ADHERNG MEMOIR" RASNNO LEGE-ND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER --- --- - - BUILDINGs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1ro11 ZIP WALL SHEATHING; SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7.1 / A5TM C-54'1-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA N: 0003326 J 1 3 2 — WON WON aVBaiv. a LOT ABBOTT PARK LOT #34 BLK. #12 PROJECT* 04181.000-34121 UODEL4 3EAB "1504-ALLEX" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS %160)IPH EXP. C n . 4/07/21 BCALE: 1/4"=1'-0" 81=T WA1 INSTALL 6' SELF -ADHERING MEMBRANE PLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHMG TO BE, L BOTTOM. 2. SIDES, 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 18 TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y.' CAULKING • JOINT 1 ALL AROUND PER SECTION R703. ExteAw k thto Mid pirsterih>t BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.1eb. k: Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, 'L or ASTM 1787. WRB LAYER -1, STUCCO WRAP I :: HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIMBER BUILDING PAPER WOOD 844EATWNG (� DRYER VENT (FRAME) WOOD SHE LAYER h, STUCCO WRAP LAYER °2, FORTIFIBER BUILDING PAPER CCMSTUCTION \ —METAL LATH S' CMU VINYL CASING BEAD 6' RAISED BAND K• ToEP MID-waLL 6' WOE STRIP 8ELF ADHESIVE PLASHING, CLEAN MASONW BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED WZSTONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WR5 LAYER col, STUCCO WRAP) WRB LAYER "2 (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-841-14a, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH h' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THRouGH i WALL1 6' SELF ADHESIVE — FLASHING (NBTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO 17- — 7 I — --I A VENT PENETRATION SCALE, N.T.S. .+rcc,••. 1 V Mr_4 G I Y G STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WZB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO Y®' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD CONSTRUCTION v cm WOOD SHEATHING WRB LAYER -1, STUCCO WRAP MRS LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMDER • T• OHO. MAX V TON MID -WALL WEEP AGREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MA80NRY BEFORE APPLYING V FM1814 • MADONW �7R1 HORIZONTAL WEEP SCREED (FRAME TO BLOCK e' U)RB LAYER h, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER'I, !Z1 STUCCO WRAP MEMBRANE rLASHINCs LAPPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER'S STEP #1 STEP #2 APPROVED— + HOUSEWRAP BELOW WRB LAYER M, STUCCO WRAP CUT SUCH THAT is APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE '0' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWQAP WRB LAYER'@, FORTIFIBER BUILDING PAPER STEF 113 STEF *4 ~ ELASTOMERIC COATING OVER w STUCCO/ G.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL SECTION) OVER 60 MIN GRADED' ;, :, METAL LATH FELT -PROVIDE SEALANT AT ALL a o JOINTS AND INTERSECTIONS STEP #5 STEF #(o (9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA /: 0003326 R F OTT PARK OT #34 LK. #12 PROJECT# 04181.000-34121 MODEL: 3EAB "1504—ALLEX" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 169,MPH LV. C 12 �7 DATE 4/07/21 SCALE: 1/4"=1'-0" BHETdd E�TT A2 IF WOW I9PAM$ WOOD SHEATHING WALEXT. L WRB LAYER 9, STUCCO WRAP db-FLOOR DECKING COLUMN SHEATHING WEATHER RESISTIVE 1 WOOD WRB LAYER �, FORTIFIBER PRE-ENG'D TR1S6 BARRIER 9 CONSTRUCTION BUILDING PAPER WEAR RESISTIVE WE Ils' HAT CHANNEL a' THICK, 3 COAT CEMENT �'� �ETII! � BARRIER �1 I ' TYPE 'x' DRYWALL PLASTER WEATHER RESISTIVE = 6' GAP. 6• SAP. •TOP OF WEEP SCREED EARNER-2/ il' THIOK 3 COAT eEnprt-' PEEL 4 STICK TO SHEATHING BEHIND WEEP SCREED PIASTER 1 4RIE8 1 J FLASHING WIOp BREATHING 4' POSITIVE DRAM nccP aroersn'�' I"�' FULLY E �LL��E D 1441 N. RONALD REAGAN BLVD. WOOD SHEATHING — CEMENT LONGVVOOD, FL 32780 WRB LAYER 9, I ' X 3. 2i GA GALV. PH: 407-774-6078 i - ' STUCCO WRAP . METAL DRIP EDGE FAX: 407-774-4078 i' THICK, 3 COAT CEMENT �` SET IN FULL 6ED OF Y,' GAP FOR BACKER 6EALANT.)P MIN. www.ebdeslangroup._m PLASTER - b' SELF-ADHEREING ux, OR GRADE DRY WALL ROD SEALANT SPACE FROM DRIP �.0003328 FLABHMG WRAPPED FACE TO TREX WEATHER RESISTIVE i ! , .,;'t ` `•� • TOP OF WEEP SCREED TO SHEATHING BELOW 4' POSITIVE DRAn J' THICK 3 COAT CEMENT nose war. PLASTER VNYL CASIN G DEAD , � BARRIER 9 (LEATHER RESISTIVE WATER PROOFING At BARRIER 02 i ' WRB LAYER 9, STUCCO WRAP No GAP N HELD �pypE� FOR CL WRIE TION Y) SEPARATE SEPARATE ACCESSORIES ONLY( LAYER (2 LAYER PEEL %'`' , STICK) - EXTERIOR COLUMN COL" SHEATHING LEGEND WRB LAYER 12, FORTIFIBER 6' GAP. BUILDING PAPER PEEL STICK L - W. EMBEEo DRAINAGE PLANE (WRB ,.. ' j i' SELF -ADHERING suB � ® PlJLLY EMBEDDED M 1¢04OF T LAYER #I, STUCCO WRAP) WRS LATER 9, �' PPE ASHIER a I V X 3' 26 CAA. GALv. STUCCO WRAP COROF CANTTIILEVER METAL DRIP EDGE RB LAYER OR BER . r . AMICO AM66-WF:UC-TSm d 4'POSITIVEDRAM 1 2 i Iicre - LV-osrn CANTILEVER DRIP 0 1Yt'oD P.T. OR SIMULATED SETMFULLBEDaF sE'a-ANT'K' MM. BUILDING PAPER) CuSTOIM CASING BEAD -- X) FILLER SPACE FROM DRIP '----____-. EDGE IS CONTY: GAP FOR SEALANT � CASIBEAD METAL LATH x—x—x—x OPT. BACKER ROD. WATER PROOFING IN NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 3' X 3' 26 GA GALv. MODIFIED Mf® LAYER (2 LAYER PEEL 4 1 ^ SEPARATE ACCE880RIE8 ONLY) FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) RESILIENT STICK) WRAPPED FROM 5TUCC0 `° CASING BEAD SET N FILL BED OF SEALAWTA' MM HA HAT CHANNEL VINYL cASNG BEAD BALCONY DECK TO (-ANTI ,1/16' DTL C.1 CANT 6• L' SPACE FROM DRIP STICK •DRIP 3 C i' THICK, 3 GOAT CEMENT WOOD OR ZIP WALL all a R a l0A EDGE TO FACE TO TREX PLASTER SHEATHING SCALE. 1 1/2'.I'-m' DECK 6/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURD 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Y� GAP FOR BACKER FMIBH 11p)(I %' P.T. OR SIMULATED IWO t SEALANT 4' POSITIVE DRAM NOTE: j THICK, 3 COAT CEMENT METAL LATH: LATH TO BE PER SECTION °O'ITMuWOOD )FILLER -- VMYL cASHHG BEAD PLASTER ""EP ""RED t WATER PROOFING bt' WEATHER RESISTIVE VMYL CARJER BEAD (SHOWN FOR CLARIFICATION OF !;4A R-i m3.1.1 / A5TM C - 841-14a , MIN. 2 B L B5. LAYER (2 LAYER PEEL t BRIER 9 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) STICK) WRAR°ED FIROI'M WEATHER RESISTIVE PER SQ. YARD (UTILITY OR NOMINAL �T` EIVER BARRIER -2 BALCONY DRIP LATH DOES NOT MEET SPECIFICATIONS) 6' PEEL a STICK • 11C EDGE INSTALLATION ® COLUMN DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP Cue FLooR EDGE ( W/" L" FLASHING) WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV. SCALE. NT6 WOOD SHEATHING METAL DRIP EDGE SET N RILL BED OF WEATHER RESISTIVE I JS'XI i. P.T, oR GIMpILATE SEALANT, 1i' nM b DARRIER 9 WOGD [TREx) FILLER SPACE FROM DRIP WRB LAYER 01, i 3/4 RESILIENT CONTINUOUS FACE TO TREX STUCCO WRAP - NAT CHANNEL BARRIER RS16TIVE VINYL CASING BEAD 2x FRAMING MEMBER Ya' GAP FOR BACKE ' ROD 4 SEALANT WATER PROOFING. lot j• THICK 3 COAT CEMENT WOOD SHEATHING VINYL CAGING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 RASTER WRB LAYER •2, FORTIFIBER PEEL STICK) STICK) WRAPPED FROM ,..t i' THICK 3 COAT CEMENT EUILDING PAPER 3/4 RESILIENT BALCONY DECK TO 2 1/2• PLASTER HAT OH gNNEL CrANTtLEVER FASTENED TO SHEATHING 5/8' TYPE 'x' DRYWALL METAL LATH i THICK EVER CEMENT • I. Or- I WRB LAYER h, W/TEXTURED PANTED PLASTER C METAL LATH ; ., STUCCO WRAP FINISH— WOOD SHEATHING METAL LATH Ere' TYPE 'x' DRYWALL WOOD SHEATHING WRB LAYER M, THICK 3 GOAT CEMENT THICK 3 COAT CEMENT (2) 2x@ HEADER WrtExTUIRED PANTED HEATHER RESISTIVE } II' WRB LAYER •2, FORTIFIBER PLASTER FINISH �IER RESISTIVE b7UCC0 WRAP PLASTER BUILDING% PAPER j' TRIM 3 COAT CEMENT BARRIER •! WOOD BHEATWING 6'SELF-ADHERING METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAM PLASTER®ITg� MAN FLASHING - n&ee armern VINYL OORJER BEAD METAL LATH VINYL cASlnlG BEAD Np GAP N FIELD WRB LAYER 4, FORTPIBER ..."I !EXPLODED J• THICK, 3 COAT CEMENT VINYL GaSING BEAD NO GAP INFIELD (6HCHN FOR GLARFICATION OF BUILDING PAPER ' IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) .', CLARITY) SEPARATE ACCESSORIES ONLY( BALCONY DRIP 14A CORNER BEAD @ FRAME DRIP GAP 11 EDGE INSTALLATION \ 11D DRIP EDGE INSTALLATION WINDOW FLANGE L R 9, WOOD GONSTRUCITON WRB 8T=IrP (LEATHER RESISTIVE 2 I/2 ° t BARRIER 9 CORNER BEAD WRB LAYER $2, FORTIFIBER BtMDM ae LOT: ABBOTT PARK LOT #34 BLK. #12 PROJECT# 04181.000-34121 MODEL: 3EAB "1504— ALLEX" GARAGE BVIMO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MP W W. C WEATHER RESISTIVE (FASTENER d SPACINCs ® l' O.C.) BUILDING PAPER i BARRIER *2 t — METAL LATH VINYL CASING BEAD }' THICK 3 COAT CEMENT PLASTER THICK 3 COAT CEMENT i 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER 1 �2 FINISH WOOD SHEATHING A ul/rEXTURD � PANTED b'SELF-ADHERING i' THICK3 COAT CEMENT READER/BEAM CMu FLASHING PLASTER 1/2' THICK, 2 COAT CEMENT A VINYL CORP. 4' DRIP CAP N 23 VINYL CORNER BEAo PLASTER APPLIED POSITIVE DRAM MRCP SCREED DIRECTLY TO MASONRY VINYL cASiNG BEAD NO GAP IN FIELD WINDOW FLANGE DATE, 4/07/21 (SHOWN FOR CLARIFICATION OF SCALE: 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD ® BLOCK 15 B CASING BEAD ® WI N D O W SHEET 11 I RIP EDGE INSTALLATION FRAME, NO BANDS dd A3 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —� METAL LATH --� J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH SEXPLODED J' THICK, 3 COAT CEMENT vlEw FOR PLASTER CLARITY) WRB LAYER •I, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD (9) WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER M STUCCO whip WOOD SHEATHING WRB LAYER 02, FORTIF15ER i BUILDING PAPER WRB LAYER "I, THICK 3 GOAT CEMENT 9 STUCCO WRAP PLASTER WRB LAYER b2, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD VINYL CASING BEAD i METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD 0 RAISED BAND (FRAME) 1PyA ( SCALE: I I/2•=I'-m' Y; GAP TYP i' THICK 3 COAT CEMENT GATING BEAD PLASTMETAL METAL LATH LEGEND IM L IX TRIM MEMBER TO TR ® STUCCO TO SIDING TRANSITION WRB LAYER n, FORTIFISER DRAINAGE PLANE (WRB BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 02 (FORTIFIBER — • — • — — `` BUILDING PAPER) METAL LATH x—x—x—x WRB LAYER M, WRB LAYER 01, STUCCO STUCCO WRAP STUCCO WRAP WOOD OR 1/16' ZIP WALL CASING BEAD SHEATHING &' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD ; -------------------------------------------------------------- (CROSS SECTION) 1' THICK, 3 COAT CEMENT ' SEALANT PLASTER METAL LATH , i ER�TQm TRIJCTION ' .. i WOW !HEATING ; WEATHER RESISTIVE , a BARWER i / •• UEATNE�R ANb!eTIVE � �' � \ \\ I WINDOW FRAME x T Y• LAP bIDNG �'% \ I - WRB LAYER 02, FORTIFIBER •REJEAL �� i PL� / W. BUILDING PAPER a I r K.A6WW. RNG t �\ , WEATHER RESISTIVE ;VINYL CASINQQ / \ " USAT1BARR4EM P W/%' FLE BLE PVC BACKER ROD) !TARTER$TRIP \ \ SAPMER �bIbTIVE lfi� onI ! ��\ y i��M WERNG METAL GALV'O METAL \ T'PLAbHIM '=' PLASM WRB LAYER 01, STUCCO WRAP, IWr�x w TEOR WRAPPED AROUND FRAMING MEMBER e CA&W, &' SELF ADHESIVE FLASHING IfWlrbOxDbTRIM MEMBER ; WOOD SHEATHING \ \ GAP IwcA ULKM ; 2X FRAMING T Z OR APPROVED SEALANT a MEMBER DETAIL BELOW EXPLODED life Q46M SIDING To STUCCOFOR CLARITY ® BLOCK TO FRAME''-----------------------------------------------------------------------------------------------= = 9 TRANSITION ;' Y4' GAP TYP THICK, 3 COAT CEMENT NOTE: : CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION ; SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I WRB LAYER r1, FORTIFiBER j BUILDING PA R WINDOW FRAME WOOD SHEATHING WOW I BETOND TRIJCTN7P1 6' SEL ' HERING WOOD SHEATHNG , •.. •• PlEiN SAIAEI�IER M 6TIVE / WEATHER RESISTIVE •'-a • - . WEATHEER RESISTIVE/ / \\ BAFMRFER -1 TO LAP QRABOVE .TOPSAINN�aM �1(�' x , Ys' LAP uw I�VEAL I Q NmG BIER �ISTIVE FFL�4MGM"°� _ \\ " / �THEeR IRebISTIVE i STUCCOAYER 01, WRAP bTARTERbTIaP dALVV ET ; 6' WIDE PEEL 4 STICK \ / opt WINDOW FLANGE OVER FLANGE GALV'D METAL WEATHER RESISTIVE i Z' PLA64M BARRIER -1 TO LAP 1 uHbaDTRRTeeR — •' MN. ABOVE TOP 7,E-Z BEAD VINYL CASING 6. TIEDOF •z• yam" G 2X FRAMING W/fib' FLEXIBLE PVC BACKER ROD) 1' RLEXIBLE PVO �' ` , uir3e xDbCASING rlea•H M ATE R ` MEMBER •APPLY FULL BED OF SEALANT BETWEEN R- BACKER ROO! \ / ' AeHSENG �ER-ADHERNG �FLANGE 1 BUILDING WRAP b'-ADN[RbIG \ �, BUILDING ' TNI l ma \ a. ew CAP a KT - WRAP - BIER WEATHER BA vl R RBAIbTIVE 9 SIDING TO STUCCO \--WeATHERREsroTVE ® FRAME TO FRAME BAIaweRa TRANSITION 1 a7 EZ BEAD WINDOW d N. RONALD REAGAN et LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 c B R r N w 0 8vSDIV. & LOT ABBOTT PARK LOT ##34 BLK. ##12 PROJECT* 04181.000-34121 MODEL: 3EAB "1504— ALLEX" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DET LS 160 MPH . C ol l[WA4] � 4/07 CASING "'-�` 1/4"-1' HEET AVALAMEM LD EE TARN IN KEEPING THE VENTPROP@RLY ALIGNED. VENT PIPE IS SEALED IF UTLIZED. NAIL IN PUCE SfgHN IN P GALVAN¢ED USING 1-1H' NAILS AT EACH CORNER. ROOFING CEMENT SHOULD EE APFUED TO ALL SWNGLE EDGES NEAR THE p REDGEANDAROUNDTHEENTIREPERIAETERAS CUTOUT GCOSENEG( VENT OPENING N THE ROOF RECONAENMO IN SEVERE HEATHER COASTAL SHEATHING. SIZE THE OPENING IN AOCORMNCE WTH THE CONSTRUCTON ZONES. CIIARi 9NOHTJ. IN THE EVENT AMECHAINGIL VENTFAI IS USED, SIZE THE VENTGKNNXi IN ACCalIDIWCE W1H VENT FAN MANUFACTURE'S PIPING CONtECTON INSTRICTONS. W NOT CVT INTO TRUSSES OR RAFTERS wiENCUTTNG TE OPENING IN TIE ROOF. IRTIRNQ INTERFERING SWNGLE NAZIS PROUNDTIE PERE.IETER OF THE OPENING 80 TINTTHE Np0.1NG fLANGE OF THE VENT UYS FUT TO THE ROOF SHEATHING. SUDS THE TOPAND 9IDEFUNGESOFTHEVNTDER SHINGLE AL1,0INTHESOTMINIVENTFUNGESTOLAY ON —111. TIE TOP GFHWS. IIF-- ROOF HOOD VENT DETAIL SGAL . N CUTa.."B"RAP AT NS' ANGLE R MODIFIED 'I. Olt N HOUSEYR4P LL��WgoOW _ \ APPROVED WOUO—KAP OVER DIEATDING OVER UID STUD WALL STEP 1 INSTALL w— EELF-ADNERMi FLAME OVER NALM RAIGa JAM" EXTEND FLASHING MII F BELOW SILL FLEXIBLE FLAMING Do I'm AIM COTTON FIN Q10RU910711 iE'IPORARILY FOLD•UI . SEC HOUEERAP (O TUCK FLAP WC a READ POLD HOUEEW N AT JAM06 I ELOPE SILL R PLANING OVER VINYL HEAD PLA044M (UTH DAMW NALNO FLAME I ELF -A FLAM 511YO NG P MIN EEYOJAYS PLaal6n SISTALL VNYL E CAP NEOPRENE PIPE AND OVER FLANGE .ALIGN FLAMM IN INT. EDGE OF SILL RO. MICNMIICALLY PAOTEN PANED EDGM (CAP NAM, STAPLe6) INSTALL DUPONT FLEMIRM AS, tN FLASHING At THE POW NOUENRAP DONS . TAPE DIMONAL CUT . ACROSS HEAD OF SATURATED FELT R PLUMBING VENT DETAILS WEE N WALL &• WOE ADIE6IVE - BACKED FLEMELE FLASIUMG MATERIIA. OVER DRIP CAP JOINT (PROTECTO-WRAP ST-20DII- a EOUV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 WNADEVALLEYFLFSWNG IOFASTNERSHITNN Sp OR HEAVIER FELT 3'OFCENTERUNE ITRA FASiNER3IN UNDERUYMENT �� OF END SHMIGLE II ND END SWNGLE ASPHALT ATLEASTIYSEYONO VALLEY CENTS -NE ROOFING /I CEMENT • (LPPED DFF � _ CIX3NER AT I.R CEOREE FROM VALLEY CENIERUNE L IT 16 THE CONTACTORS 01E6POMIEILTY TO YMN-Y WO COMPAi1ERunaPRODUCTS JD ROOF VALLEY DETAIL NG TLE ID .RAP. SEALANTS . 6ELMAD TS IN SCALE, ILAEIIN6 MATERIAL6 USED DURING CG16TNJCTION 2. INSTALL ALL MATERIALS PER MANUPACTURERS WtlTIM 6PECIFICATILIN WAIGNINCIP SEALANTS MAY REACT ADVERSELY IF NOT COMPATOLL LEAN AND SEAL JAMB TO BILL JOINTS WITH DOW IM FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR W14EME SHIOUN SHALL IBE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION EIELOW THE WINDOW OPENING AL INTERIOR PERMTETER OF WINDOW WITH SEALANT APPLY OM 14U ?01 WGUAL) SEALMT . FLUID APPLIED FLASHING (LA-Zo WRITE -SEAL RC -ES, OR SGUALA SLOPE DILL TO EX L IT IS THE CONTACTORS, RE6FGNNEILtT TO VERIFY THE COMPATIBILITY OF ALL PRODUCT6 NCLUDM 611ALAIT6 N 6E1-ADFERNG FLASHING MATERIALS uSED DURING CONSTRUCTION 2. FLAMING AT EXIMOR UNNI SS AID DOOR OPENM6 MALL BE N&TALLED N ACCORDANCE WITH MAUFACTURECS, INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FEC WhMA U N ACCORDANCE WTH PENESTRATION rIAN FACIVRER'6 INSTALLATION AID FLAMING "TN)CTION& U19MINGL SEALANT& MAY REACT ADVERSELY IF NOT CCMPATIELL WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALEINTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdbslgngroup.Dom AA M: 0003325 BEEN 14 N W f 00 O suHDIV, ae LOT ABBOTT PARK LOT #34 BLK. #12 PROJECT* 04181.000-34121 mo EL: 3EAB "1504— ALLE)C GARAGE SWING: LEFT PAGE: WALL ASSEMULY DET S 160 MPH E C 2 D a/o7/z1 SCALE: 1/4P=r-0,• SHEET WA5 1 I I I I 1 1 1 1 / \ 1/8' TEXTURED FM18H • WOOD, V0 IR' TEXTURED ---------- -. i-_. ! ! ! 2x6 SUB-BANb FINISH a CMU . .; T x x x W/I'x4' NOTCH A METAL LATH x x x x x ------- - .- (V END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP CBHHATHING x x x x x x r ` Y WRB LAYER 9, x x x x x x 1' - DRIP EDGE �� STUCCO WRAP(FRAME x x x x x x x x x x x x --------- ------ 1 1 ! I I - ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER x x x x x x x x x x x x x , 1/8' TEXTURED _..-- (FRAME ONLY) x x x x x x x x x x x x x FINISH a WOOD 11� 2xb SUC BAND ROOFING DEMENT x x x x x x x x x x x r 1/2' TEXTURED \ FINISH 0 CMU 1 x x x x x x x x x x / / DRIP EDGE x x x x x x x x x x METAL FASCIA WRAP Ys' FROM 1 1, © PLAN 5 METAL KICK OUT x x x x x x x x x x X x x 1 STUCCO, i' FROM 1 �\ 14 WOOD WALL 1 \\ 11 b`—EXTERIOR WALL 1\ (FRAME OR CMU) NOTE: NOTCH FOR 2X6 1 SUB BAND ONLY ROOF KICK OUT REMOVED \\ 11 FOR CLARITY ROOF DECK (BEYOND) \\`(DRIP EDGE, I' OFF WALL \� NOT INTO STUCCO) I 11/8' TEXTURED FINISH 0 /WooD, I/z' TEXTURED SUB BAND DETAIL ® WALL FINISH * CMU / 2x6 SUB -BAND W/1'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ®E L E �,47 f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ,3. x U) x x x x x x x �4+ x x x x x x x x x x x x PRE -ENG'D TRUSS TO BE CUT x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-fd' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-8' x x x x x O.C. MAX. x 2x SUB -BAND W/1�'x4' NOTCH m END I lv METAL FASCIA WRAP ®PL,4N A DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT +� ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngtoup.com L AA #: 0003326 J s 8 r rz 0 R aysa:v ee LiOT: ABBOTT PARK LOT #34 BLK. #12 PROJECT* 04181.000-34121 MODELA 3EAB "1504— ALLEX" GARAGE SVWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 PH A. C VIA DATE: 4/07/21 8CAL.E: 1/4"=1'-0" GREET dd AV FOUNDATION NOTES SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS WlAXW1.4 OVER GENERAL 3 1/2' 16,11 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 LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 I..SEEPLAN 8" - TE-2 12, SEE PLAN lal - () a (+)0"-0" FM-12x18 12, CONTINUOUS 16" - ( b (+)0"-0" FMC•12c18 12' CONTINUOUS 1w, - (2)l�'s VARIES F1-24x24 24" 24" 12" (2) #5's (2) #5's - ,-N' Y FM-12X18 FM-12X18 q _ _ _ _ _ _ _ — — — — — — — — — — — — FM-12X18 — — — — — — — m EXTEND -31/2" x ----- ^) o io I SLAB 1 1/2" cn SLOPE 1/8" PER FT' Y X I' ^ y_NyI O " GONG. 66AIi 31/2" mI � � 2 SLAB F LL� � Y b ------_ FM-12X18 o Y 4" CONC. 9 N SLABED N TE-2 3 SLOPE SLOPE 1/8" Ini2 0.�.. FT. TOP OF - 1.1 i SLAB �,•5 1/2"42'$" iE - 14'-2" — 4" PVC- �i1-12RI-6 N SIM. 1.1 SLOB PE2 �I N, c49'.4" ~ 20'-8" *7 1/2" SIM. 1.1 4 ,.1 1.1 I-' ---- '- m $0 0" TOP OF 2 °1 SLAB FM-12X18 J FMC-12X18 4" CONC.—/ I 7'-4" O.C. MAX SLAB " TYP. U.N.O. FOUNDATION PLAN SCALE: 1/4 - 1'.0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'4". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + W-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. 5. 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. 11.13INDICATES #5 BAR, MINDICATES #6 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 #b'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: 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 i OF SLAB SUPPORTED 3'4' O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION ,8E .1 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 L �ll�iff Y rq cp g ti sunDLV. a L+OT: ABBOTT PARK LOT #34 BLK. #12 PROJECT/, 04181.000-34121 MODEL. 3EAB "1504- ALLEY" GARAGE 9TIMO: LEFT PAGE: FOUNDATION PLAN 160 MPH C 1 SCALE: 1/4-=1'-0" 1 s1 30" MIN, EACH WAY MONOLITHIC FOOTING ♦r Z STEEL REINFORCING IN GROUTED f 1, STEEL REINFORCING IN GROUTED — ev— CELL SEE PLAN FOR SIZE AND < p; CELL SEE PLAN FOR SIZE AND Q �� _ D as SPACING REQUIREMENTS O¢ SPACING REQUIREMENTS •{�- ,�.. �P° . °� GARAGE DOOR Q W, a3 m U_ w _ .n I RECESS It Ip� FM... g� Kw - Z 8" CMU WALL ¢ O W W CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR > N W B" O ro g q Z m m IN FOUNDATION WITH 30" LEG EACH UWj = N t� M +- 0'-( TOP OF SLAB TOP OF SLAB (/�I(/� WAY AT ALL CHANGES IN DIRECTIONS I ... a °I I SO THAT THE STEEL REINF. IS CONTINUOUS AMOUNT OF CONTINUOUS BARS R EXT. PORCH SLABCHAMFER W/1/Z'ISOLATION °WA SEE SLAB SCHEDULE SIZE 48 BAR DIA. (1STORY) 18" EXT. PORCH SLAB V ���g SEE SLAB SCHEDULE TOP OF GARAGE q" CHAMFER (1-STORY) ,.. ILLBAR I°CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ' MASONRMATCH UNITS SET �' AT ELEV: (WHERE CHAMFER (2-STORY) #q 2q W/ 1/2" ISOLATION '' 6' CHAMFER (2-STORY) :APPLICABLE) 0'JOINT Z SCHEDULE 05 �„ JOINT (WHERE , 4 11 APPLICABLE) z EE SCHEDULE SITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE FOR WXD, BAR SIZEDIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY #7 42, AND BAR QUANTITY NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), ONO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'0 L @ GARAGE ;'\ CORNER BARS DETAIL 1 DOOR OPENING ~ r— SCALE: 3/4"=T-0" SCALE: 3/4"=V-0" ? (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL 8" CMU LAP TOP PLATE A MIN. OF 48" O AND NAIL W/ 16d COMMON a #4 REBAR i O.C. 0CENTER OF NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT S SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN om� Z > W W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING .I.O aCL I WALL W/SYP x,0 r U I > /n NEW REINF. BAR O a No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W! SECURED W/ 2- PART g SPACING, SINGLE BTM. PLATE 112'k9" WEDGE ANCHOR W/7' 2" CAPPED �. EPDXY. MIN. EMBED I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH . _ a, < GALVANIZED PIPE Q 8, 1 Q FOLLOW ALL MANF. PLATE EPDXY 6-12" EMBED. MIN. 16" OC 4" CONC., REINF. W/ W/FLANGE Q BASE N Ix SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. F c _e • .8 k6' #tO W WM ON 4 = m USE AND I BTM AND TOP PLATE ANCHORS W/ 1Od x 1 1/Z' S 6-MIL POLY ETHYLENE PREPARATION OF w. COMMON NAILS FILL ALL �+ W'O VAPOR BARRIER ON II Z HOLE. N HOLES, DO NOT USE 10d W S Q WELL-COMPACTED CLEAN SECURE FLANGE TO W SEE SLAB SCHEDULE FILL TERMITE 111 SLAB W!(4) 1/4' X 21/4' O p�}' K a d TREATMENT SHALL BE BORA-CARE TAPCONS O' Q' TOP OF SLAB —� (2) CONT. #4 REBAR 4" CHAMFER (I -STORY) I' f 6" CHAMFER (2-STORY)• a.�� _ ° ♦Y `.�' (2)#5 REBAR ON CHAIRS c°• 12' IN. DEPTH INTO M > 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE VIRGIN OR ENGINEERED SOIL > COMPACTED SOIL FOR WXD, BAR SIZE SLAB HEIGHT LESS THAN 3'6" �"OU PER PLAN ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP �=�BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 6 scALE:34"=r-a' (W/ UPLIFT) FOOTING W/ BLOCK WALL SCALE:34"=1'-0" SCALE:34"=1'-0' 1A SCALE: 3/4"=1'fi' LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED 2.4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING OF WALL W/ PLAN PROVIDE BLOCKING Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE i PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO Q ^ a SLAB W/1Od MASONRY BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SLAB W110d MASONRY NAIL 0 NAIL 16"STAGGERED. ADDITIONAL METAL 16, O/C STAGGERED. CONNECTORS NOT ADDITIONAL METAL CONNECTORS NOT U REQUIRED WHEN NO REQUIRED WHEN NO a N W UPLIFT IS PRESENT. UPLIFT IS PRESENT. O 8" CMU WALL K Z — +- 0'-0' LINTEL CONT. (TYP.) SEE SLAB SCHEDULE C 8" CMU FILLED CELL (TYP.) _ Ia ,; TOP OF SLAB + 0'-0" Q SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB.;=AND 0'-O" SEE SLAB SCHEDULE 1POURED 1TDIA. SIMPSON ST82 BOLTS 5" TOP OF SLAB 'a• �OURED Z Z e MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE 4SEE SCHEDULE ULE FOR VJxD, BAR SIZE /FOR WxD, BAR SIZE SIZE AND BAR QUANTITY ✓AND BAR QUANTITY NTITY � ///IIL.. INTERIOR CURB FOUNDATION WOOD WALL E,_"\1NTjERM10R FOUNDATION WOOD WALL (NO UPLIFT) COMBINED EXTERIOR MONO- &F=00TI!AND COL. PAD INTERIOR FRAME BRIGWALL TONG BLOCK WALL CONNECTION (NO UPLIFT) SCALE: 3/4'=T-O 11 SCALE: 3/,1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77443078 FAX: 407-7744078 www.abdeslgngroup.com L AA M: 0003326 [a.. WN I.I. sualmv. ae MT ABBOTT PARK LOT #34 BLK. #12 PROJEi 04 1.000-34121 MODEU 3EAB "1504- ALLEX" GARAGE SKIING: LEFT PAGE: DETAILS 160 MPH EXP. C REINFORCING IN GROUTED ZNG EE PLAN FOR SIZE AND REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" EAD W/�1" NOSE d " ? CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o6' Fl-E CMU WALL PAVERS p•-a•., #4 REBAR(TYP.) w a 6'CMU WALL VIII�' 70 TOP �F -.� y SLAB SCHEDULE12" RADIUS OR CHAMFER b m O SEE SLAB SCHEDULE W 4 •.—�.: 52 TOP OF SLAB N¢ ��• SEE SCHEDULE FOR WAD, BAR SIZE AND BAR QUANTITY LA-"�. of W-�, Iy > nZ fn -° z 3 W i O a �• _a .# •. EE SCHEDULE v 00 0 tjE5 SEE SCHEDULE FOR WxD, BAR SIZE —'k FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH EXTERIOR STAIR DETAIL �3� INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2 4 �FOOTING 1� 1� LAP TOP PLATE A MIN. OF 46' - AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DSL TOP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 VT COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 7' VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/ 12"x9" WEDGE ANCHOR WIT WASHER SET IN HIGH STRENGTH EPDXY 5-10 EMBED. MIN. 0 1T OC MAX. SLAB SCHEDULE SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY r-,"�INTERIOR FOUNDATION WOOD WALL `� SCALE: 314"=1'-a' (W� UPLIFT\ EXT. PORCH SLAB W/ 12" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING Z � STEEL REINFORCING IN GROUTED Q o CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS W U a O V) Z 8"CMU WALL ° E'er SEE SLAB SCHEDULE 4" CHAMFER (1STORY) 6' CHAMFER(2STORY) • 2 MATCH STEEL E REINFORCEMENT iv PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY i yr yr a�r�o . - . c i yr �r au•" BAR SIZE 48 BAR DIA. > c 4 . 4 #3 16' OU 4 4 #4 I #5 6' PVC CHASE THRU FOOTING #7 MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE 6 THRU FOOTING SCALE: 3/4"=l'-0' 1441 N. RONALD REAGAN BLVD., LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 J c isI I L 3 SU33DIV. de L,OT: ABBOTT PARK LOT #34 BLK. #12 P1iOJEOT# 04181.000-34121 UODELo 3EAB "1504- ALLEX" GARAGE 8WING: LEFT PAGE: DETAILS 16 MPH C 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX- 407-774-4078 www.abdesigngroup.00m AA M: 0003325 SO 43'-4" 37'-0" 33'.4" 26'-0" 12'-0" �O Y v fV 4 q 13 24'4" 28'.0" 32'-8" 39'4" 44'4" 48'-0" 55'4" 82'-8„ AP DOWEL PLAN SCALE: 1/4 - V-0" M sysaiv de LOT: ABBOTT PARK LOT #34 BLK. #12 PROJffiCT�p 04181.000— 34121 icoas� 3EAB "1504— ALLEX" aw><swcsa swnres: LEFT PAGE: DOWEL PLAN 160 MPH C 0 0_" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I .k VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION TIE VERTICAL REBAR TO HORIZONTAL . a.; REBAR W/ 1X HOOK BAR SIZE 48 BAR DIA, Z W #3 18" #4 24•' U #5 30" #6 36, #7 42' HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" A Z g C OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA #3 18" METHOD 04 24'• HORIZONTALNERTICAL #5 30" REINFORCING #7 47; L SCALE: 3/4"=1'-IP' #5 BARS PID tl CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS z bB g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 IL IL SPACING REQUIREMENTS mV CL N Z 8" CMU WALL 0 b TOP OF SLAB a' TOP OF SLAB °-SEE SLAB SCHEDULE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB a 4" CHAMFER (,-STORY) #3 18" n W/ 112. ISOLATION 6" CHAMFER (2STORY) JOINT (WHERE # #4 24 APPLICABLE) Z MATCH STEEL � aa' 6" PVC CHASE 2REINFORCEMENT PER SCHEDULE 6" PVC CHASE THRU FOOTING THRU FOOTING #7 42" SEE SCHEDULE MATCH STEEL REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3l4"=1'-!Y' APR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774,8076 FAX 407.7744078 www.abdosigngroup.com AA #: 0003325 Y 6 kq aUBI i a oT ABBOTT PARK LOT #34 BLK. #12 PROJECT* 04181. 00-34121 MODEL.• 3EAB "1504- ALLEX" GARAGE 87111MG: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .17T' ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RMUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. - THROUGHOUT MARK DESCRIPTION Ipsi) SIZEW'XH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 1) N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES - „ SF76-1T/OM/OB BF76-1T/OM/OB 1 l / BF18-iT10MlOB R UNO PROVIDE BB1 m o > WHERE ROOF TRUSSES o BEAR. TOP OF WALL - EL. 8'-0" UNO K LL 3. m %LL o 4 it �it *. s b GT 1 4w 3 �J m i� C7 ,m p N =F F 0 o OZ 0 LL uj m m0 BFt6-1T/OM/OB BFt6-iTlOM/08 13'-5" LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAY.• 407-7744078 www.abdesigngroup.com AA #: 0003325 1V y a t aa O y O kk S a a SUSDIV. AC LOT: ABBOTT PARK LOT #34 BLK. #12 PROJECT# 04181.000-34121 MODEM 3EAB "1504- ALLEX" GARAGE OWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C a15 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1U' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 _ SCALE: -11Y NOTES TO THE INSPECTOR/CONTRACTOR TMP. ""I"1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. HEIGHT MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \N REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 105 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xle' (p �FLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF / GNO REINFORCINGES FOR H BOTTOM BOND BEAM LINTELEAM IS OMITTED AND A TO BE CONTINUOUS THROUGH THE ' TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. PO FE Bx16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM 9 EACH COURSE G 8x8 BOND BEAM TOP OF OQE�\� W/ (1) #5 BAR .` _ BOND BEAM F FILLED W/GROUT �\\� U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE R SEE NOTE 5 A \' 16-1 T/1 LJ Bx8 PRE -CAST CONCRETE P05�FF'� NOMINAL—� LINTEL W/(1)#5 BAR(L2) MASONRY P� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF 0 OPENING - Z' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX- 1T7 MAB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3lV=l'-U' AND XFXX-1TOMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER IT IS THIS ENGINEER'S INTENT AND XUXX-1TH M/00 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP UNTEL OF OPENING AND XUXX-1TOM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 6 AT HIGHER ELEVATION RIVE TAPCON OR DRIVE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION 114") 6' FROM EACH END AND 16' O.C. MAX. MIN 1-114" #5 BAR BENT AS SHOWN PRE -CAST '4 1'� EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON WINDOW OR DRIVE PIN (MIN SHANK SILL SIZE.145 MIN HEAD SIZE .300 o SLOPE MIN EMBEDMENT 1 V4") 8" 18' CM OC. ENO /AND O. MAX _ EMBEDMENT TAPCOIN OPEN FACE SHELL SO OR DRI-3116 VE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE .3DO MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ BOND BEAM EACH CELL HOOKED IN 18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/15'OSB SHEATHING SILL CONSTRUCTION CORNER BARS AT CORNER STEP Y �A`� "�"" ARCHWAY FRAMING DETAIL G PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I > I SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM I� (� 8x8 PI W/ SINGING LE OR DOUBLE REINF, BAR(S), SEE PLAN, PROVIDE BAR AT EACH SIDE SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND.BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=l'-U SINGLE LINTEL, MULTIPLE OPENINGS � v SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdaslgngroup.00m AA M: 0003326 Y a sURDM At LOT: ABBOTT PARK LOT #34 BLK. #12 PROJECT 0418 .006-34121 MODEL: 3EAB "1504-ALLEX" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH W. C vil aA NO DATZ: 4/07/21 scALE: 1/4"=1'-O" SHEET S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH----,8U8 818-08 16.1T 1T 4-1T 1T/08 -1T/08 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 818-1T Bn6.1T 8/2O1T B/24-1T 82&1T 8132-1T 8re-1svie-me mime Trn 1Tns um-nme 8/8-2T stwv eno-2r 6n4-2T 6/28-ZT er32-2r 3' 6" PRECAST 1436 952 3114 4217 6321 6425 7631 3' 8• PRECAST 889 1024 3'-6• PRECAST 1589 3624 4394 6263 6132 7001 24e6 8113 6985 7708 9031 10D00 1569 3624 4994 5283 8132 7001 4'-W PRECAST 1065 700 230b 3125 3945 4785 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1353 3060 3815 4570 5325 6079 1961 6113 7192 6624 7627 8751 1363 3000 3815 4570 5325 6079 4'-8• PRECAST 819 533 1770 24W 3033 3666 4300 4'$' PRECAST 396 591 4' 6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 W41 7685 1207 27D7 3375 4043 4711 5379 5 4" PRECAST 931 1247 1990 2560 3123 3886 4249 5' 4' PRECAST 411 411 5'�" PRECAST 1016 law2374 2044 3613 4004 1319 4400 7196 7342 5780 =9 1016 2278 28M 3399 3901 4084 5'-10" PRECAST 817 1024 1831 2090 2549 3000 3470 5'-10" PRECAST 340 338 5'-10" PRECAST 9D9 1499 1971 2443 2016 3387 1181 3693 5877 6036 0548 $778 929 2080 2503 3107 3620 4133 8' 6" PRECAST 692 1139 3227 3031 3707 4383 5061 8'-0" PRECAST 410 721 6' 6" PRECAST 835 12D7 1578 1965 2332 2709 1139 3227 45M 7054 10000 8825 835 1860 2329 2790 3261 3712 7%-0• PRECAST 670 938 2496 2205 2698 3191 3665 T-8" PRECAST 303 534 T-0" PRECAST 716 900 1181 1462 1743 2025 938 2498 3406 4804 7087 6472 727 1624 2025 2426 2827 3228 9'4" PRECAST 428 633 1593 22H 2481 2818 ml " 9 d PRECAST 192 384 9 4• PRECAST 454 506 767 948 1129 1310 ON 1674 2298 3081 4099 4899 672 1318 1843 1900 2164 2519 10 6' PRECAST 388 497 1247 1767 1904 2183 2028 10' 6" PRECAST 151 301 10'$" PRECAST 358 488 612 755 899 1042 650 1407 1807 2781 3222 3784 504 1180 1472 1783 1710 1980 11'-4" PRECAST 330 544 1312 1742 2252 2888 3630 11' 4" PRECAST 132 417 11 4" PRECAST 430 406 530 663 777 872 544 1312 1742 2252 2888 3552 488 1042 1372 1643 1470 1710 12'-0" PRECAST 308 607 1210 1596 2048 2586 3191 12'-0• PRECAST 111 370 12'-0" PRECAST 383 380 470 587 s96 783 OR 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1478 13'-4• PRECAST 270 433 1045 1365 1732 2167 2535 13'�" PRECAST 82 298 13' 4• PRECAST 308 303 393 484 675 646 414 1045 130 1732 2316 2605 396 780 1067 1312 1071 1203 14'-0• PRECAST 254 gee 978 1272 1606 lose 2279 14'-0" PRECAST 71 293 14'-W PRECAST 279 278 300 443 520 ON 390 978 1272 1608 19M 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14' 8" PRESTRESSED 239 422 ON as 740 885 458 1070 1429 1824 2277 2712 246 063 980 1237 1474 1716 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 16 4• PRESTRESSED 224 387 484 s7a 884 793 12 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4• PRESTRESSED N.F;L 183 17'4• PRESTRESSED 187 325 365 451 587 Goo 300 a6 1121 1413 1739 2047 192 506 720 501 1135 1312 19' 4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 IV-4' PRESTRESSED 162 266 348 430 s13 595 235 730 959 MO 1467 1716 160 429 629 803 950 1098 21'-i" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-'I" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 69D 816 943 22'-T PRESTRESSED N.R. NR NR NR NR NR NR 22,-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 185 55D 784 902 1203 1381 137 358 513 659 779 900 24'-0• PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R.91 24' 0" PRESTRESSED 124 174 245 302 360 418 129 460 654 824 1014 1147 17A 319 455 1 681 1 687 1 793 - 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 M 19-0130.13 IN 1441 N. RONALD REAGAN OLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-77440711 www.abdesigngroup.com AA #: 0003325 IA UDDIV. as LOT: BBOTT PARK LOT #34 BLK. #12 PROJECT* 04181.000-34121 MODEL: 3EAB "1504—ALLEX" GARAGE 81RNG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ROLAM A ABOUOdACRA L AR NO W723 rpRDAA E 4/07/21 SCALE: 1/4"=1'-0" skmET S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W! (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W9 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. B. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FOR SOT 3 @ 29-F y✓> I C� U U 7'-0" CJ, ---tr oil C.n q a a ■ x n n a x n n a n n n a n n x a n n uCJ3 ;= x - c� a N ■ N a n n IN u n x x 11 n I n N x n n u x CJ5 F �' — 'j — c.s 1A �fl�—ppp g pppp���---pypypy„--- py� pep— qp�p N e ®I 11 n 1 x n x 11 11 1 u n u /I 11 u x :� =I 0 I q q q q q q q q II q q g q q q q q q w .� = q N MGR IN IIggII N 11 N a UU 1Ll xpp1 ILI 1npy1 11 11 NNNpU 1IgYII 1L1 '1pgI1 yyyUpppp 1III1I 11 x fi —III IN ■ ■ N u u n n a n x u n I N a n x n n a �Q u n n n 'A n x N N n 11 II II it 1 11 II II If II 11 N 11 II 11 II 11 II II 11 q qR 11 RIDGE q q q �y q 11 IN IN. q F7( N N ■ N x a x �upj —ynx�— n u aaj n yBn( n n x u x ypNj u x x a pY u nq — III p 7gn� a N a x N u n n u n u x u n n u n u a N n y� 1 x 1 — I n IDGE'll q II N IN e-I—T-1—FI_ �1_FI_FI I_FI_FI I a CJSII 11 x N 11 U 11 11 N x II II N U I1pRI1 �IIIIIIf I1gy1111II U 11 l< I CJ3r q� �(7 p H X a n M n n N A p N N I N a II n 11 <p <fl �p < q q q INCJ, ¢Il¢ la I I I I I I I I I I I I I� I N i r,ic FRAMING PLAN SCALE: 1/4 = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 wwwAbdosigngroup.com L AA N: 0003325 pNap y MEMO R a stmD:v all >�T: ABBOTT PARK LOT #34 BLK. #12 PROJECT* 04181.000-34121 MODErr 3EAB "1504- ALLEX" GARAGE 911111tMG: LEFT PAGE: FRAMING PLAN 160 MPH ENR C Daurr ATE: 4/07/21 SCALE: 1/4"=1'-0" SHEET s3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS {2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DEL STRAP, 1 EACH S10E WRAPS UP. AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER lx2, 2z WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4', 6'. 8" x V-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ GIRDER CONNECTOR(S) OUTER 1/3 OF SPAN ONLY BTM. - PLATE DEPTH 1/4•D —HOLE EDGE -5/6' —HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE >5/8" HOLE DIAMETER < 315*0 DBL. STUD STUD NOTCHING �1 AND BORING LIMITS ENGINEERED WOOD TRU ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USEDIN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS J' x 2 }" TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)} x 5" TITEN HD TO CMU AND (18) BOB }" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3) 16d C{2) SIMPSON FGTR GIRDER TIFDOWNS WITH GALV. COMMON NAILS. (2) �' x 57ITEN HD TO CMU AND (18) BOB J' x 3" 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S2aTYPICAL ROOF2b 2c GIRDER CONNECTOR(S) S _' 8'-0" MAX (W/1X4) FOR 10'-0" MAX # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WI10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER 8 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1X4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0, O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /+ p /� INTERSECTION TYP. BTM. CHORD BRACING V SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS(DIAG, BRACE TO COVER 5TRUSSES) 0'-0" TO 30'4" (1) 'X. BRACE 30'-1" TO 60'-0 (3)'X'. BRACE (1) W' BRACE Q CENTER (2) "X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-U' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W/ 10 DIA. ANCHOR BOLT W/ T WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2) 10d. @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO DQ A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 APR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. ALTERNATE MATERIALS .1 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774.6078 FAX 407.774-4078 www.abdosigngroup.com AA #: 0003325 6 stMDIV. & LOT: ABBOTT PARK LOT #34 BLK. #12 PRGJECTp 04181.000-34 21 MODEIA 3EAB 1504— ALLEX' GARAGE STUNG: LEFT PAGE: DETAILS 160 MPH W. C PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT SHEAIRSTTHING TWO SEAMBAYSS) BL O.C. G O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C.MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR LOCATION FOR STRAPPING PRE-ENG ROOF TRUSS VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN PTO TOP PLATE PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 12" DIA. ANCHOR SOLT W/ 7' A- SIMPSON MTS12 STRENGTH CLG, BOARD 4x4/4xS SYP NO, 2 WASHER SET IN HIGH U < 990 LBS W/ (14) tOd SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6'MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS Wl (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 20 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DEL. TOP PLATE • O• PROVIDE BLOCKING SIMPSON SPH40R SPH6 BTM 12" GYP. WL BD. a AND TOP PLATE ANCHORS Wl tOd x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE 1/Z'x9" WEDGE ANCHOR Wl2" CONS. EACH 10dx3„ WASHER SET IN HIGH STRENGTH TRUSSNVOOD POST CONNECTION PR TRUSS TO BE INSTALLED 10'-0" O.C. MAX- EPDXY 5-1/7' EMBED. MIN. ® 16" 1 0a 10b 1 OC SCALE 3/4"=l'-0" OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL �TDPogT�NEDT1oN 8 SCALE: 3 4"=1'-0 A - SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. -• E a 8-SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U - 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 21/2" SDS TO POST 9a 9b TRUSS CONNECTION L.B.W. �TD��,ECTION SCALE' 3/4"=1'A" A88 - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ASU46Z POST SASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 S Y g o 6 2 W;i 8v8DM ae LOT: ABBOTT PARK LOT ##34 BLK. ##12 PROJECT* 04181.000-34121 MODEI d 3EAB "1504— ALLEX" GARAGE 8WMG: LEFT PAGE: DETAILS 160 MP EXP. C SCALE: 1/4"=1'-0" SHEET S3.1B q INBLE-END ROOF VWND 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 (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 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 RING8HANK, S EW SHANK 212" 0.131 170,000 RING Q 20 RINGS F1667 Bd RING SHANK 2 3/6' 0.113 SCREW SHANK PER INCH) R R5-01 Sd RINGSHANK, PNEUMATIC 23/8' 0,113 F1667 RSRS-01 SCREW -NAILS RAFTER OR TRUSS — ROOF SHEATHING EXTERIOR SHEATHING Z r USE 12" CDX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" 0 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 3 BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT DT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) SEE DETAIL. BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPAC1140 GABLES -DROP GABLE END 8 (1) ADD'L DROPPED ZONE is tOd NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 ZONE 2e, 2n, 2r: tOd NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD 1S'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r: 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING 016" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ RI fl(`KIN(: PFR NAIL INf: Cf:HFf]I 11 F NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES D rn —a a zw zo OW ZYZ QU �O Z 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2' DECK SCREWS 0 6"4' O.C. MAX 0 EDGES & 17O.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 C3.VC33M MAXIMUM AGGREGATE SIZE SHALL BE Mr.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND Wow: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CWIMFERE031C. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 641L CONTINUOUS POLYETHYLENE VAPOR BARBER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TM& 40EMBER AISI SPECIFICATION FOR THE DESIGN IO COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-78 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHE'S AND SEALED WITH ADHESIVE TAPE. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL A ELASTICITY = TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 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 WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENTBE THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WRE MESH FOR SLABS SHALL SUPPORTED WTH 2- CHAIRS SPACED T-O' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/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: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S ATIONS FOR COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD npncpn M REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - W' WOOD TRUSSES. 10 psf BTM CHORD -npn ffent #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1090. 18 p#f TOP CHORD D TOP CHORD (7 psf HSHINGLES) (1 p e W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM TM CHORD 5 5 psf STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WHO: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBC 020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tWT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT FIXED STAIRS: STORAGE: 20psf, HABITABLE ATTICS ANDATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pST, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK 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 DRAW NGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WITHOUT REVIEW WILL L BE RETURNED UNCHECKED.. SSHOP DRAWINGS IN THE FORM I RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ACT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM ENGINEER. ALL INSTANCES, THE CONTRACT ASTM C 476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS S C L OTHERWISE SPECIFIED IN DOCUMENT6 WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS SPECIFICALLY NOTED OTHERW SE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF V TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION, FILLCMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO.146 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLA -ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S"* PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9#C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL 1T IS DEPOSITED IN ITS FINAL POSMON SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE 13 A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL RE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/1' FOR 45 AND SMALLER 2' FOR#8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314- FOR SLABS, WALLS AND JOISTS 1 -1/7' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSRAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 k ii. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -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 WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICARdJ SITE TYPE SPADNG REMARKS APPLICATON SIZE TYPE 6PACING REMAPKB 1#PTPURRING TO MASONRYIWNC CA6EHARDENEDCDL —11 IIY L.N.. 6 Q'C GPAAGE OO i6UCK To— 1N'd0. NO —ER TAPNN M0.40NRT ASTENER . qC I Ifl EMBEG.,<`-S 11rz'EDGE dBT. SGop w WORE CASEHARCENEDCDL — WINOONAWgNFABTENED GARAOEOOIX2— YB'DA OR 18'dC(31B'DN IEMEED..4'ENDdST. 1 T,SEENOTE. STAGGERED I_MABONRY,CONC. OMABONRYKUNG. —DAEXPANSION W BOLT --o—N SEDGE DST. WINDOW SUCK CASE HARDENED COIL 9"OTC wNDOWpOOP/FA6TENED METAL SiRPPT. CONTACT THIS ENGINEER FOR SPACING x PT, SEE NOTE. NNLI1/PL01G. STAGGERED IMO MA&xiRYICOHC. MABCNRYICONC. REQUIREMENTS IXT. BWINGDOOR L2)114 IA— I - EMBED, S END. NONBEARIEGWDOD I- I EXPPNSON x`EMBEO 4'FND 34 0� _ 3r M, SEE NOTES NO WASHER FPSTNER 18" OF D18T., 1113' EDGE deT. WAIL TO CONC. BVe WI WASHER BOLT D16T., 3" EDOE DST. PT TO STTLDOW .,SEE St3S°P Iff 9'DC YEN.. dST., i I? NOTES WI WASHER 6TAGGERED EDGE dBTNO 11. STTAAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS AP 2, FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE e. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WTH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2, MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 44 J."I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 U 64 J 8 yJ a DVBDM Ae LOT: ABBOTT PARK LOT #34 BLK. #12 PROJECT* 04181.000-34121 MODEL: 3EAB "1504- ALLEX/' GARAGE SUING: LEFT PAGE: DETAILS 160 MPH EXP. C © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. � A ■■ A O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /-TRUSSMO / BY OTHER 2-1/4" EMB. ,,4X2 WOOD BATTEN 11 I OFFIT 1Q —J-CHANNEL ® DETAIL B FASCIA WOOD BOARD BY OTHERS O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL OFFITO HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO NELQ OWOOD) IN J-CHANNEL SLOT I" MAX-vlla- J-C:HANNtL FASCIA 12 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN @ 10d NAIL AT EACH INSTALLED O TRUSS/JOIST/ RAFTER `STAPLES THRU SOFFIT AND LOCATION NOT TO /J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 7Q STAPLESINSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J" MAX.—o la DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT— O J-CHANNEL-/ 1'e TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L' SEE DETAIL'A'- SOFFITS SEE DETAIL'E' EAVE CROSS—SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN 10 _ — / O SOFFIT fINSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT ® MAX. FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ DETAIL C 1T' O.C. MAX (INTO ,CONCRETE/CMU WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTOCONCRETE/MASONRY) OR VE WIDTH JOF fERHANG) CONCRETE; CMU OR WOOD (NOTE:1) TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1 N. RONALD REAGAN BI LONGWOOD, FL32780 PH: 407.774-6078 FAX 407-774-4078 www.abdeslgngroup.com AA S: 0003325 y r ro14 IN a 8unDIv. at Lot ABBOTT PARK LOT #34 BLK. #12 P1iGJECT# 04181.000-34121 MODEU 3EAB "1504—ALLEX" GARAGE 8MMO: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. 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