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Home My WebLink AboutBUILDING PLANS PAGE15-29MR ELM- Ah PLAN 1/2' CLG. 1/2' DRYWALL 0'-0' FIN. FLR 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD STUDS 024' O.C. SLAP) PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL GA5INETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON— BRG� SCALE: 3/4'-1'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON J' OS.B. SHEATHING OR }' GDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TYP. ELEVATIONS o.H. VENTED SOFFIT In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY 0'-0' FIN. FLRr NV o. GYPSUM Esc OR in, HIGH STRENGTH CLG. BOARD SEE ENERCsY CODE FORMS FORD INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION {� `--R-4.I INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCEN� Ix2 P.T. FURRING STRIPS a 24' O.C. S' CMU 1/2, GYP. WL. BD. WOOD BASE = o a a a a a a a d a a a a 4 a 4 4 a a n a s a zi FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.l.l ON J' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY W WINDOW OPENING TYP. WALL SECTION `� H NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLPES 2:TO LESS THAN 4:12, A /'4�1—STORY HIP BLOCK WALL (2)LAYERIUNDERLAYMENT SYSTEM SCALE: IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST 5E PER ASTM 022ro TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6-I5-I k" LINE )' PVC SLEEVE PM 649 LINE cm 7' GYP. w- OP. I000 DARE a e 4' J' SEE aCNEDULE R OAR SIZE 5A OAR GiU,41NTY GAS LINE THRU BLOCK Pili SCALH. W.I'-O' FIi3E ASS SHINGLES OVER "30 F PAPER OR SYNTHEtI DUCT, INSTALLED PE ECTION R905.1.1 oN S B. SHEATHING OR }' X PLYWOOD SECURED FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—v' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR�L 8' CMU Id' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV.STEEL — TRAc'.K BRACKETS FASTENED TO WOOD JAMB PER PRODUCT APPROVAL REQ GALV. Er '4l-:'RACK 1' MIN. BY MAUF. SLIDE FASTENED TO ,� TRACK BRACKETS W/PRODUCT APPROVAL REQ e' CMu SEE STRUCTURAL FOR REINFORCEMENT 2xi P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT • BACKER ROD WEATHER STRIP MOULDING ALL AROUND(SY DOOR MANUFJ 3 ) GARAGE DOOR JAMBS D1 J SCALE: 11/2'aV-0' SH�E-ATWING OR j- COX MYWOOD SECURED PER __ X MTL. ORIP EDGE V 2x FASCIA PER ELEVATIONS VENTED SOFFIT �I • 1= =LUEEP SCREED 2x P.T. SECURED — • _STRUCTURALrETAILS Q a a. C a d a n W/ WINDOW OPENING R-4.1 INSULAT15>r WINDOW T MENT AS PER MANUFACUdRES SPECIFICATIONS e a a a 4 n a e a a a a TYP. WALL SEC NO OPENING 1—STORY GABLE BLOCK WALL SCALE: 3/4'-1'-0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU OL 0'-0' FIN. FLR 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 V 4 4 W q E y StTHDIV. 8g LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE S7RING: RIGHT PAGE: DETAILS 60 MPH EXP. V ARCHITECT: STATE OF FLORIDA DRrNT A 06/13/18 SCAIM: 1/4"=1'—O" SHEET D I FIBERGLASS SHINGLES Fl5ERCsLASS SHINGLES OVER 030 FELT PAPER OVER 030 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RW5.1.1 PER SECTION R905.1.I ON J' O.S.5. SHEATHING: ON J' O.S.5. SHEATHING: OR I' CDX PLYWOOD OR }' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PER PRE-ENGx WD. tRUs PRE-ENGs WD. TRU LEVATION 24' O.C. MAX. 24' O.G. MAX METAL DRIP EDGE—�� METAL DRIP EDGE ' R-30 INSULATION PER ENE CODE FORM' 2x FASCIA PER 2x FASCIA PER -®" 5/8 GsYPSUM BOA1ZD ELEVATIONS IO.H. ELEVATIONS OH tYP. OR 1/2' HIGH STRENGTH TYP. CLGa. 50ARD VENTED VENTED Ix2 FIRE -STOP SOFFIT SOFFIT -4.1 INSUL. REFERENCE REFERENCE STRUCTURAL STRUCTURAL N N d t Ul WINDOW ATTACHMENT w AS PER a MANUFACTURES SPECIFICATIONS �RENCE STRUCTURAL z 3/4' T 4 Gs SUBFLOOR 1/2' THICK, 2 COAT 0 (K GLUED AND NAILED 1/2' THICK, 2 COAT AS PER NAILING: N PORTLAND CEMENT j SCHEDULE PORTLAND CEMENT w 4 PLASTER APPLIED u� PLASTER APPLIED DIRECTLY t0 w DIRECTLY TO w MASONRY m MASONRY w IX2 FIRE -STOP t. LEVATION IX2 FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL 77 IX2 FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP ONEaim a ., WA � a ° n a a 4 a 1, d d LEvATION 5/8' GYPSUM 50ARD OR 1/2' HIGH STRENGTH CLGs. 50ARD ER LEVATION IX2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ! 24' O.G. a' cm 12' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY IX2 FIRE -STOP n W/ WINDOW OPENING 1H 2-STORY FIRST FLOOR SECOND FLOOR BLOCK SCALE: 3/4'-I'-0' a W 10 oEI all R-30 INSULATION PER ENERGY CODE FORM. 5/8' GsYPSl1M BOARD OR 1/2' HIGH STRENGTH CLGs. BOARD Ix2 FIRE -STOP INSUL. 3/4' t 4 Gs SUBFLOOR GLUED AND NAILED AS PER NAILING: SCHEDULE R LEVATION R LEVAtION 5/8' GYPSUM 50ARD OR 1/2' HIGH STRENGTH CLGs. BOARD R-4.1 INSUL. Ix2 P.T. FURRING: $TRIPS a 24' O.C. 8' CMu 1/2' GYP. WL. BD. WOOD BASE WITHOUT WINDOW OPENING BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E Ell � I a 0 w 4 E SV13DI4. de LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL• 4EGB "GALEN" GARAGE SIYMG: RIGHT PAGM DETAILS L60 MPH EXP. ARCHTECT- STATE OF FLORIDA Dp 06/13/18 SCALE: 1/4"=1'-0" SHEET D2 W/ 2")Q''XIG WASHER AND NUT GARAGE DOOR HPR. IN JOIr O O A -BOLTS 4' EMBEDMENT MIN. EVENLY FROM FLOOR TO Ll v-SECURE 2x4 ON -J/ O FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) m )9X8' A -BOLTS 4' EMBLDMENT MIN. 0 W/ 21X2'XI6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(I))iW' J-BOLTS 4' EMBEDMENT W/ 2'X214' WASHER " AND NUT. O Iw^rea. 1 al MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT 3 , ra'.r-a 8' CMU 14' DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. ❑ SECURE TWRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ 3(: TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING \DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.B. 2X4: m SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 IS, O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-%, TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') - WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: cam SECURE TO BLOCK W12-V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT WY') WITHIN S' OF EACH END IS' O.C. MAX SPACING. ❑' DRYWALL I'X4' OR I'X2' P.T. NAILER /-DOOR CASING DOOR JAMB OR WINDOW ATTACH t0 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (00 NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" r-m-N WINDOW TO BLOCK +1-1/2" �' SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END < 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE t0 BLOCK W/2-3416' NON-STRUCTURAL 3(i' TAPCONS TAPCON MIN. I-Y4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )4') , cmu )A' WITHIN 8' OF EACW END 1 DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X&® SECURE t0 BLOCK W/2--%' }(�,' OSB. X 4' MIN. TAPCONS (MIN. SWANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACW END 4 ATTACW TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 44') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" �/ SCALE: N.T.S. 2X4:m SECURE t0 BLOCK W/ 346' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X64m SECURE TO BLOCK W/2-3(e TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 16' O.G. MAX SPACING. 2X8cm SECURE TO BLOCK W/2-%' TAPCON (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )14i ) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. -/ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL' TAPCON MIN. I-Y4' EMBEDMENT INTO BLOCK ' DRYWALL I'X4' OR I'X2' P.T. NAILER r-0O011R. CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1 4" l D WINDOW TO BLOCK +2 1 4" SCALE: N.T.S. 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X 18 O G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 SECURED THROUGH SECURE TO BLOCK W/2-34'NON-STRUCTURAL 1% ' TAPCONS TAPGON MIN. I Y4 (M (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y4) -' DRYWALL WITHIN 8' OF EACH END < 18' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER ❑ 2X8cmm SECURE TO BLOCK W/2-Wb' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4Q�—ATTACW TO 2X PER 18, O.C. MAX SPACING MANUFACTURES DETAILS. NOTE, SWIM A6 NE!WW TO FUMe J" (DO NOT eXCOV )&') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3" E SCALE: N.T S. 2X4= SECURE TO BLOCK W/ W&' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED tWROUGW SECURE TO BLOCK W/2-W6' NON-STRUCTURAL V TAPCONS(MIN. SWANK SIZE TAPCON MIN. I Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 , 8 CMU IS' O.G. MAX SPACING. 15 DRYWALL 2X8:® ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W12-34e 2NO 2X SECURE TO TAPCONS(MIN. SWANK SIZE STRUCTURAL MEMBER .145 W/l2)12d WITHIN 8' OF EACW MIN, HEAD SIZE 300 END 4 6' To 8' O.G. MAX MIN. EMBEDMENT I Y4) 'OOR CASING WITHIN 8' OF EACW END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3" r-MIN WINDOW TO BLOCK +3" SCALE: N.T.S. 2X4:= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL %6 SECURE TO BLOCK W/1-1/4' TAPCON MIN. I Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' cm V DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XS� SECURE TO BLOCK W/I-I/ TAPCONS (MIN. SHANK SIZE .145DOOR 40%'OAJ5.X4mMIN. CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4')OOR JAMB OR WINDOW WITHIN 8' OF EACH END 4TTACH t0 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. l4IM AM NEEDED TO ft" J" (DO NOT 0=00 X,') DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. WEAD SIZE 300 MIN. EMBEDMENT I Ya') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X 18 O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE to BLOCK w/I-114,NON-STRUCTURAL TAPCONS ON IIN.INT4' (MIN. SHANK SIZE .145 EMBEDMENT E BLOCK MIN. HEAD SIZE 300 , MIN. EMBEDMENT I Y4) 8' CMU WITHIN 8' OF EACH END < V DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2XS� SECURE t0 BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS QOOR CASING (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH ENE) 4 TTACW TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" ' i SCALE: N.TS. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W V may.. 0 W q F 64 ti SU13DI LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL• 4EGB "GALEN" GARAGE SWn4G: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA DpjjtqT A 06/13/18 SCALE: 1/4"=1'-0" SHEET D3 Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number 1/4" concrete screw 6" edge distance @head, 4" edge distance @jamb, 4" each side of transom centerline to Swing door (+36) / (47) (+67) J (-67) Therma-Tru Smooth Star FL20461.17 N/A bucking. Fastener spacing @ 15" o/c max. @head and jamb. Min. embedment of all anchors to be 1 1J4" Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" SH Window (+38) / (48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-119 Non Impact @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-116 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c Sliding Glass Door ( +33) / (41) (+50) / (-50) Ply Gem 4780 FL14634.2-R3 Non Impact elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door +36 ( ) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (- 35) (+46) / (-42) Clopay 16.20 73 W6 FL16546.6-R9 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-1110 shingle placed 6-1/8"above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 %"annular ring -shank nails, Underlayment Interwrap RhinoRoof U20 FL15216.1-R3 spaced 6" o.c. at all laps and three staggered rows fastened 12" o,c. in the field of the roll Soffit +31.6, -38.8 (+157) / (-46.1) PlyGem Variform Soffits FL24161.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. Less than 6' span (+47) / (-53) panel MFG. 24 GAGE FL16293-R2 edge distance, 12" o/c max, spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6 Hurricane Storm embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. span or more (+45) / (-50) panel MFG. 24 GAGE FL16293-R2 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Huber Wall Sheathing 17147-112 Sheathing 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com 1 AA #: 0003325 0111111 8V8DIV. de LOT: CREEKSIDE LOT #F1 PROJECT 04321.000 061R1 MODEL• 4EGB "GALEN" C;FARAGE 31111IiN4: RIGHT PAGE: PRODUCT APPROVALS 60 MPH EXP. ARCHITECT - STATE OF FLORIDA r araa� a 0 DATE: 6 /1J /is SCALE: 1/4"=1'— 0" [JDZ'AI IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFOfmNED TROL JOINT FLANGE CF JOINTS TO BE WIRED tlEp T tH 9' OC. MAX (V1: DO NOT FASTEN CONTROL INT TO WALL EVEN IF STUD EXI S BEYOND EXCEPT STAPL W/ W LEG MAY BE USED TO SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • 1' O.G. MAX VER ICALLY 7 ' TO;' LATH SHALL NOT P MIN. BE CONTINUOUS 6 r 6' i>s — MIN Mid THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM CIM3 1.10.Ist NOTE-. TO NAILS 1. FASTENERS FOR LATH STAPLES IN COMPLIANCE OR ASTM CI063 2. WIRE TIES TO BE (NO. 1 0..044i5' WIRE / 3. BLOCKING SHOWN M BE IN ADDITION - TO WALL STUDS RE D PER PLAN O"M" TYPE CONTROL JOIN'L L POLO INUTARD • Pr. A 1 j ) 1. FOLD A �WI.441iD • PT. A L CREAAN • PT. D ACW-AW•PT.0 P THICK 3702F71RIBER T PLASTER WRB LAVE METAL LATH F TENED �1' (VERT) O.C. MAX SUPPORTS WRB LAYER h, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM_"TALLED PER MAN1 CS) IDE 2X4 BLOCKING ED FLAT MAX. W TO 8' CONTROL JOINT WI-IEN tOL JOINT FALLS ON % RAL STUD OL POLO INp7ARD . Pt. A 2. CIEASE • PT. B FO ® L FOLD YiI14JiD • Pr- A 2. CREME • PT. B 3. CReAW • PT. C 4, FOLD Pr. C OVER M. B TILL Pr. C TOUCHES BOTTOM 121-04E J' THICK 3 COAT CEMENT PLASTER 49UM:), 14' 2 COAT CeMiNt PLAfMR XPW WRB LAYER 02, FOR IFIBER BUILDING PAPER (PRAME ONLY) WRB LAYER 01, STUCCO WRAP on*v ONLY) FASCIA WRAP 5x6 UTALL FLA&ANS KICK,MT PLASH9.IC. (eeE DETAIL) A D BUILDING WRAP SH BE LAPPED A MINIMUM OF 6' • KTICAL LAPS (ROLL ENDS) • s HORIZONTAL LAPS. ALL SE NEED TO BE TAPED WITH FORTI R SHEATHING TAPE / 1' MIN X-mETLATH LAtH VERTICAL LAP TO BE 1' —1\_ METAL LATH WRB LAYER •I, �(( STUCCO WRAP 6' MIN PAPER LAP BELOW ONLY / BUILDING PAPER FIBER/ 2 APER LAP SCALE- 11/2'+I'-0' ® KIC KO UT DETAIL 1' MIN LAP, 4' ALL VERTICAL LATH & PAPER DETAIL IF ZIP SHEATHING SYSTEM INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION FROG UR SHEATHING - SIfLAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUP. SPECS) BE SECURED TO BUILDING) — FRAMING MEMBERS. PAPER THEY SHALL Be TIED BETWEEN SUPPORTS WITH 0.0418-IN. (1.21-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM 01063 19.1. li.�li k THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP I(INSTALLED PER SPECS) 6' MIN. LAP _AP + LATH AP + PAPER FVR OF TEARSIN WK5 LAYERS, HORIZONTAL LATH MAY Me PATCHED TEARS & PAPER DETAIL 0140USE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR -WOOD SHEATHING OR CMU -WRB LAYER *I, STUCCO WRAP (FRAME ONLY) " THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ROOF/WALL SCREED z 5"X5" 'L' TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) r" CAP SHINGLE — DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. SELF -ADHERING MEMI SING (COMPATIBLE W/ WRIAL) OVER HOUSE WRAP. CUT AND OVERLAP ONE SIDE SELF -ADHERING MEMBRANE FLASHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION IF ZIP SHEATHING SYSTEM 15 INSYALLED, PLEASE SEE NUFACTURERS STALLATION PROCEDURES PIPE PENETf N.T.S. CUT AND OVERLAP ONE SIDE OF STEP +'2+�2 SELF -ADHERING MEMBRANE FLASHING WI�.ICAYER P S WRAP ►� LAYER •2, FORTIFIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE y7FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE Vx4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE V CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING LASTOMERIC COATING OVER STUCCO/ FINISH (SEE TYP WALL SECTION) PER SECTIO R703.7 Exterior lathing lasterin Exterior use o ortland cement plaster shall comply wit he application requirements of A C 926-12A. Installation of exterior la 'ng and framing shall comply with ASTM 063-12A. ION DETAIL (FRA1l LEGEND DRAINAGE PLANE CUJRB LATER 1*1, STUCCO WRAF=,) WRB LANrER #2 CFORTIFIBER — — — — — — BUILD INCH PAPER) 1IE TAL LATH x x x x STUCCO _ a ag and WOOD 5+ 4EAT�41NG r OR 1/16' ZIP 5HEATHING SYSTEM ( INSTALLED PER MAW=. SPEGSJ SELF -)AID1-4E5IVE FLA5H1NCz — — — NOTE: 1"1ETAL LATI4: LAT�4 TO BE PER 5ECTION Ri03.11 / A5T1`l C-I547 -sag, 1 11N, 2.5 L55. PER 5Q. YARD (UTILIT`I' OR N01" ANAL LATI—I DOES NOT MEET 5FECIFICATION5) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ic W O 4 FE w SVHDIV. 1!e LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE S'V U4C;: RIGHT PAGE: WALL ASSEMBLY DETAILS L60 MPH EXP. ARCHITECT: STATE OF FLORIDA X) TE 06/13/18 SCALE: 1/4"=1'-0" SHEET WAl NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I BACKER ROD �I iI i WRB LAYER el, Ar1I17P.rf HSPAP X INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO I. BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ALL ARO IDDS, 4 CAULKING • JOINT PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. „ X HOODEP 1/BNl X THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6 DRYER VENT (FRAME) E r`. WRB LAYER el, STUCCO WRAP WRB LAYER 02, FC BUILDING PAPER 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING STONE VEER OYER SCRAtI COAT 7p� HORIZONTAL WEEP SCREE _ W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER — — — — — 5UILDING PAPER) METAL LATH x—x—X—x STUCCO WOOD SHEATHING OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE I=LASHING NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SCE. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO STUCCO F NISH 6" ELF HESIVE WOOD CONSTRUCT10 R P 4 SIDES 1/16' 21P SHEATHING SYS M WI6' 21P SHEATHING SYSTEM (INSTALLED PER MANUF PECS.) OR INSTALLED PER MANUF. S.) OR S WOOD SHEATHI WOOD SHEATHING ASHINCs WRB L R LAYER "I, UNIT STUCCO WRAP STUD W t Y 02, FORtIFIBER PREMANUF. DRYER "' DI APER VENT CAP (SET IN I t LATH CONT. SEALANT) ER *2, FORtIFIBER G PAPER C�oNs r1ON ' Isµ swoop FASTEN TO WOOD STRUCTURAL ALANT +� MEMBER • ,' O C. MAX T 4 SIDES THICK, 3 GOAT DEMENT a' CMu PLASTER 36' TOY' MID -WALL WEEP SCREED DRYER VENT BLO ` I TO Y8" MID -WALL WE 6CREED 10 6' WIDE STRIP SELF GIVE FLASHING, CLEAN M RY BEFORE APPLYING BUILDING PAPER OVER 'QUICK FLASH' C— — PIPE tHROUCsI-I / — WALL I \ — 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' 6' SELF- DWESIVE FLASHING WOOD FRAM —I WALL /RIZIONTAL WEEP SCRE (FRAME TO FRAME NOTE - IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. H1v%C FH ICJ jCC Ci>=1 Y G STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM '" '" ""' I " V '�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 CUT OPENING IN APPROVED HOU6EWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED — HOUSEWRAP BELOW CUT SUCH THAT - NO MEMBRANE ENTERS Box, APPLY TO FACE EDGE APPLY E-Z 5EA1 OVER 60 MIN GRADE "D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5TEF #1 5T P #3 •v•v•v•o e -e-e-e e •e e. e- -e .o o• .o .0 o• o• •o .e o. e. .e .e e. o .o-o-o 0 FINISH • IZONTAL WEEP SC*R ( FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES EN WRB LAYER "I, STUCCO WRAP CUT 'X' INTO \X SELF -ADHERING MEMBRANE FLASHING f \ APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER 5T P APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 5TEF # ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 'F�) STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 10 r4N v< W 0 W A F A A; �6i/✓fr r,. F ��v�r. {y a y SUBDIV. ee LOT; CREEKSIDE LOT #61 PItOJ'ECT# 04321.000 061R1 MODELc 4EGB "GALEN" GAE2AGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHRECT: STATE OF FLORIDA DRINT A 06/13/18 SCALE: 1/4"=1'— 0" SHEET r11�/! WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WOOD WRB LAYER "2, P0RTIF ER CONSTRUCTION BUILDINGS PAPER �� PAT CHANNEL }' THICK, 3 COAT NT W/%' TYPE 'X' DRYWAL PLASTER 6' SAF.. TOP WEEP SCREED TO SHrA%ING HIND WEEP SCREED WOOD SHEATHING 1 WRB LAYER "I,, :. STUCCO WRAP i' THICK, 3 COAT CEMENT \ STER �� AM66AWFWC--'180 CUSTOM CA FLASHING WRAPPED FLASHING WRAPPED . ``:� 0 TOP OF WEEP SCREED TO SHEATHING BELOW F _ WRB LAYER "I, STUCCO WRAP li WRB LAYER 02, FORTIF15 BUILDING PAPER m I b' SELF-ADHEREING FLASHING WRAPPED WPM LAYER M i� * CORNER OF CANTILEVER STUCCO WRAP IT[ I AMICO AM66-11FWC—i80 �.� i Y CUSTOM CASING BEAD lSHOIW CLARIFICATION OF SEPARAT ACCESSORIES ONLY) ASING BEAD 10 A DTL. C9) CANT. SCALE: 1 1/2' -1'-0' EXt. WALL PRE-ENG'D WEATHER RESIST) BARRIER WEATHER RESISTIVE BARRIER "2 ' THICK 3 COAT CEMEN PLASTER METAL LATH WOOD SHEATHING -.� A_=4111PA \ 'V', 44v._�__. NOTE: t1 U IF ZIP 644EAT4N SYSTEM IS INSTALLED, PLEA SEE MANUFACTURERS INSTALLATION PROC URES NOTE: 1�IETAL LATH: LATI-I TO 8E PER SECTION R103.1.1 / ASTM C-a4l-09, MIN. 2.5 LBS. PER 5Q. `*T ARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFIGATION5) TE: WOOD CONSTRUCTION IF SHEAt ING SY IS INSTA D, EASE E NSTALLATI PROCE RES--BWEAARRIER HE=SISTI MANUFAZ% ANU INSTALLA ;ZESILIENT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 GO PLASTER 1 q DRIP EDGE INSTALLATION IS 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH — if THICK 3 COA I"IE PLASTER � IL 11' ;KTHICK 3 COAT CEMENT PLASTER METAL LATH ° �HSFATHING r�rrT ZI ATHMG 8T8TEM l21 2HEADER e�ce� ., c/f4rtwC MCPAW (SHOWN FOR SEPARATE< Nv OF ONLY) WOOD CONSTRUCITON ✓THICK, 3 COAT CEMENT PLASTER METAL ggLATH tt�� WQ/�' 90WATHIR�s SYSTEM �r�ft Zq*&F.51"EM) SEPARATE OF 4LY) FINISH LAYER (2 LAYER 3' 26 GA EL 4 STICK) METAL DRIP P E SET IN FULL OF 6' EL 4 SEALANT, J4' STI . DRIP SPACE F DRIP ED O FACE TO X DECK Y48 G FOR BACKER 000) I NXI V4' P.T. SIMULATED FRO < SEALANT Y4' GAP FOR BACKER WOOD (TREX) LEK ROD 4 SEALANT CONTINUOUS WEATHER iEA� WATER PROOFING I i - WEATHER RESISTIVE VINYL CASING BEAD EXTERIOR GRADE LAYER (2 LAYER L 4 BARRIER •I DRY WALL STICK) WRAPPED F I WEATHER RESISTIVE WATER PROOFING let BALCONY DECK TO BARRIER 02 LAYER (2 LAYER PEEL THICK, 3 COAT CEMENT CANTILEVER "" 4 STICK) a"aernow " -ASTER 6' PEEL 4 STICK � VINYL CORNER BEAD DRIP EDGE t0 DECK ` DECK MEMBRANE, VINYL CASING BEAD SUB FLOOR EXTEND OVER DRIP PEEL 4 EDGE ®® 3' X 3' 26 GA. GALV. SUB FL METAL DRIP EDGE SET IN FULL BED OF P.T. OR I AT SEALANT, X�' MIN. WOOD (TREX) FI E SPACE FROM DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LATER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x x x x STUCCO WOOD SHEATHING OR 1/16, ZIP SHEATHINC% SYSTEM (INSTALLED PER MANUR SPECS.) 5ELF-A1)HE51VE FLASHING :OLUMN SHEATHING WEATHER RESISTIVE BARRIER w WEATHER RESISTIVE BARRIER "2 6' SAP. -PEEL 4 STICK I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT ,I V X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )�' M SPACE F RI / FACE TO Ti; J /vz CONTINUOUS FACE TO TREX I I ' SIMULa (T X) FILLER Y4' GAP FO NY I S ROD 4 SEAL W TER PROOFING let FINISH LAYER AYER LA R (2 LAYER PEEL 4 Ys FOR SEALANT PEEL 4 STICK) STIC WRAPPED FROM OPT ACKER ROD' - 3/4 RESILIEN BALL Y DECK TO M IFIED 90 HAT CHANN CANTIL R /4 RESILIENT VI A BEAD—k �' THICK COAT CEMENT HAT CHANNEL WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN ,COLUMN SHEATHING `6' SAF. -I Vx3' 'L" FLASHING 'FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, K' MIN. SPACE FROM DRIP 'FACE TO TREX WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BACONY DECK TO \A4N-LEVER K 3 COAT CEMENT ER BARRIER "1 t /$' TYPE "X' DRYWALL \ `METAL ATH FINISH W/TEXTURED 4 PAINTED WEATHER RESIST) WOODS ATHING i' THI , 3 COAT CEMENt BARRIER 02 FINISH �- PLAS R 4' POSITIVE DRAIN J' THICK, 3 COAT CEMENT 4' ITI IN �- WEEP SGREED PLASTER O GAP IN FIELD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFI TION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSOR S ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 11C EDGE INSTALLATION ® COLUMN (W/" L" FLASHING) SCALE: NTS � 1�2 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATI},kQG� a -I" O.G. MAX. / 1 a. WRAP OD SHEATHING METAL LATH a WRB YER 02, FORTIFIBER BUILDI PAPER 14 ORNER BEAD AME 21/211 � CORNER BEAD (FASTENER E SPACING * _" 0. . N N CMU THICK, 3 COAT CEMENT / PLASTER APPLIED V DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK WOOD SHEATHING WRB YWRAER "I, - stucc P WRB LAYER-T, FORTIFIBER BUILDING PA METAL LATH J' THICK, 3 COAT CEM T PLASTER &'SELF -ADHERING FLASHING DRIP GAP WINDOW FLANGE IF ZIP SHEATHING SYSTEM INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCE R WOOD SHEATHIN WRB LATER , STUCCO W AP WRB L ER 02, FORTIFIBER BUILD Cs PAPER 11E AL LATH THICK, 3 COAT CEMENT PLASTER WRB� LAYEF( STCCG SIJRQP •. ; W FORTIFIBER = BUIL APER META LATH HICK, 3 COAT CEMENT ASTER 6'SELF-ADHERING FLASHING a � r r DRIP CAP WINDOW FLANGE 1 CASING BEAD (@ WINDOW I ti,-F-) A A Tti, ATlI D A -ATl1\ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r WW °j. 0 A F SuBDIV. dt LOT: CREEKSIDE LOT #61 PROJECT* 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE STUNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C tl� a Sri � r aV"i a DATE: 06/13/18 SCALE: 1/4"=1'-0" SHEET 11l000L SHEATHING WR5 LAY STUCCO w WRB LAYER *2, F TIFI5ER BUILDING PAPER —. METAL LATH �\ t ' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE of, NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATH WRB LAYER STUCCO W P WRB L ER *2, F-ORTIF15ER BUIL G PAPER �E AL LATH ✓✓" THICK, 3 COAT CEMENT PLASTER 'CURB LAYER 02, FORTIFI E BUILDING PAPER N METAL LATH °e THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING METAL i i • =11 1 1 1 1 DRIP CAP WINDOW FLANGE CASING BEAD Cam? WINDOW 15 C ( FRAME, W/BAND) SHEATHING WRB LAYER #I, STUCCO WRAP WR5 LAYER 02, 1=0RTfI=1 BUILDING PAPER " THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD 1 1 1 1 1 1 1� 1 1 1 1 1 1 1 1 -NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES im (EXPLOD VIEW FOR CLARITY) WOOD IX TRIM STUC SIDING SIDING ION WR5 LAYER "I, STUCCO WRAP ^ Y4' GAP TYP �' THICK, 3 COAT C NT CASING BEAD PLASTER TO TRIM METAL LATH L ER +"2, FORTIFIBER I INCa PAPER OD SHEATHING wR5 LAYER "I, STUCCO WRAP 6 SELFDHEREING FLASHING PEEL E STICK SIDING TO S TUC B CASING BEAD (CROSS SECTION) DiSTRUCTIONBEY—� WOOD SHEATHING —� WEATHER RESISTIv@ BARRIER M rIalR RESISTIVE IER .2 Ul/6Xt ' LAP SIDING—� 6' SELF- ING FLASHING STARTER STRIP DO NOT CAULK OR SEAL OPENING �� <M,4 F-ADHERING NG ER RESISTIVE ER M ER RESISTIVE IER 02 FLINGsOHERING GALV'D METAL 7'FLASHING DO NOT CAULK OR SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION X W SIMULATED V TRIM MEMBER L. GAP W/CAULKING APPROVED SEALANT 1� NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. ATkNG PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) S L?41rER 111, BEY - -. - III WOOD THING STUCCO WRAP HEATHERNSIDI BARRIER HEATHER BARRIER WR5 L4''I'ER #2, F0RT11=15ER � REVE 5U I L D INCH PARER LrLASwr-MG HER--� METAL L ATi4 STARTER STRIP CAULKDO NOT MAL OPENING - $11 THICK, 3 COAT CEMENT -T L�5TER WPLA METAL FLASHING W SIMULATED---'� Wt70D TRIM MEMBER / CASING BEAD 0P RAISED 1 BAND (FRAME) SCALE: 1 1/2"=1'-0" SEALANT WINDOW 2X FRAMING MEMBER 6` / SISTIVE `7 \ 6A 'MIER 01 TO LAPP / / OF W FLASHINAMOVSG / / I I V WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE / BARRIER n \ \ ` i / SALvID METAL I 'z' FLASHING ALe Y� PSNNllWs WEATHER RESISTIVE BARRIER M TO LAP W MIN. ABOVE TOP 'X' FLASHING r b' SIMULATED (W/'XI' FLEXIBLE PVC / I WC70D TRIM MEMBER BAGGER ROD) \ / L/W6167 P-ADING \ I I 'R \,\ WEIVE BA HEBADING TO STUCCO FRAME TO FRAME TRANSITION W/CAULKING VED SEALANT RESISTIVE ' THICK, 3 COAT CEMENT PLASTER METAL LATH a 1=ZBEAD VINYLCAVINYL CA / (W/:YS" FLEXIBLE PVC WRB LAYPR 02, FORTIFIBER 5UILDIN0 PAPER WR5 LAYER *I, UCCO WRAP, WRAPPED AR ND FRAMING MEMBER 6" L A HESIVE FLASHING ep EATHING ROD) T�i<ELOW EXPLODED R CLARITY " TYP" THICK, 3 COAT CEMENT G BEAD PLASTER SEALANT WINDOW METAL LATH WRB LAYER 02, FORTIFIBER UILDING PAPER M WINDOW FRAME /-- D SHEATHING == 9 q .Y.T.:S:.:• SAT ...,..... g WR5 LAYER 01 STUCCO WRAP 6' WIDE PEEL t STIG OVER FLANGE >OW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/Ns' FLEXIBLE PVC BAC MEMBER *APPLY FULL BED OF SEALANT B FLANGE E BUILDING WRAP BUILDING WRAP 16 ROD) EZ BEAD WINDOW CASINGI DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER *2 (FORTIFISER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS-) SELF-ADHESIVE FLASHING - 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 18 w O r a F r StMDIV. ae LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL• 4EGB "GALEN" GARAGE SMING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARC�-IITECT STATE 01= FLORIDA DATE.- 06/13/18 SCALE: 1/4"=1'-0" Z-ftM:)0: WAA CUT WOWS~ AT 49' ANGLE MODIFIED 'I' OUT IN HOUSEWRAP LINE OF WIND= - OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 INSTALL b' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 ♦®T • IF Z If=' 5H ATH f N 5�'5T 1� 15 f N5TAL L D, FLEASE 6EE r�IANUFACTU'fREfR& IN5TALLATf ON OCE• )U 5 APPLY MEMBRANE :OVER LASHING JOINT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F V rm may.. O C� A F Q r l Wk' ^ a A' 6 a s, w i y " r ✓ �iJ�a 5" SUDDIV. ac LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SVMG: RIGHT PAGE: WALL LASSEMBLY DETAILS 60 MPH EXP. ARCHrmcT: STATE OF FLOFUDA Iflhl 4-in I DATE: 06/13/18 SCALE: 1/4"=11-0" zj * ► 4:4 ti WA5 2x& SUB-BANb W/I "x4" NOTCH S END, WRAPPED IN PEEL E STICK DRIP EDGE -1/8" TEXTURED FINISH v WOOD 1/2' TEXTURED FINISH m CMU METAL FASCIA WRAP Ys' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� \` NOTE: NOTCH FOR 2Xro SUB BAND ONLY e METAL FASCIA WRAP 2xe sU$ No � -)ELEVATION C�PLAN 5- , TENURED FINISH s WOOD, 1/2' TEXTURED FINISH a CMU 'AL LATH HEATHING � � WRB LAYER "I, l STUCCO WRAP (FRAME ONLY) WRB LAYER "2, FORTIP15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL (NOT INTO STUCCO) �— 11/8" TEXTURED FINISH a WOOD, 1/2' TEXTURED �i FINISH 6 CMU \,1-2x6 SUB -BAND W/I"x4" NOTCH tv END, WRAPPED IN PEEL E STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL S DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'X4"x4' -O' SCABBED TO TRUSS W/12d NAILS 6"-8' O.C. MAX. 2x SUB -BAND W/tl "x4" NOTCH im END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C& WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�'x4" NOTCH a END, WRAPPED IN PEEL E STICK "ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY 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 50TTOM OF DRIP EDGE 2x SUB -BAND W/116'x4" NOTCH m END, WRAPPED IN PEEL E STICK OROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w 0 w q F 4 8tn3Dm & LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE OVING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA '01 - AR NO 93723Al DATE: 06/13/18 SCALE: 1/4"= l'— 0" SKEET 38'-8" 16'-4" 10'-0" 12'-4" T-4„ 4„ F-24X24 I F-24X24 17 JJ TE-2 35,_2„ 3'-0„ ro 4" CONC. o-SLAB w 0 W ( a F 0101, TOP OF SLAB EXTEND FM-16x18 SLAB 1 1/2" `// o I 6'-8" 9'-0" 4" PVC CHASE (O / // 1 il / o PLACE ELEC. LL CONDUIT FOR KITCHEN ISLAND ; 27'-1" 1'-2" u UP TO 2ND FLOOR / i it o (FIELD VERIFY i f 4 F-24X48 EXACT LOCATION) It/ e, i N I L---- TE-2 -----s----],V"-F-24X24 5 1/2" 3'-0" iv iv EXTEND a. SLAB 1 1/2°' I I 14 5 w 1.1 N r co I I N I� 1401 . I� I 11 1 S1.1 EXTEND F-24X24 SLAB 1 1/2" S1.1 FM-16x18—j �F-24X24 ct o GL r 4,_0„ 9'4" N 00 �i L— °9 (oI FM-12X18 --------------------Jo 4 1.1 0 — FM-16x18 — _ T N 2'-8" 16'-0" 2'-8" 4'-8" 2'-0$' 8'-8" 2'-0" 21'-4" 17'-4" 38'-8" A FOUNDATION PLAN SCALE: 1/4 = 1'-0" 00 J W U 00 00 co co U 00 W J LL ro MQ In I FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.nINDICATED #5 BAR, OINDICATES #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 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16" CONTINUOUS 18" - (2) #5's (+)0'-0" FMC-16x18 16" CONTINUOUS 18" - (2) #5's #5 IN CURB VARIES CWC-12X12 12" CONTINUOUS 12" - (2) #5's #5 IN CURB VARIES TE-1 8" SEE PLAN 8" - (1) #5's #5 IN CURB (-)0"-4" TE-2 12" SEE PLAN 8" - (2) #5's F-12x18 12" CONTINUOUS 18" (2) #5's #51NCURB VARIES F-24x48 24" 48" 12" (2) #5's (4) #5's (+)0'-0" FM-12X12 12" CONTINUOUS 12" (2) #5's (+)0'-0" F-24x24 24" 24" 12" (2) #5's (2) #5's (+)0'-w 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 03 Chi W 0 W A E ti SVSDIV. 8a LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 W0DEL4 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN & NOTES 60 MPH EXP. C AFCFNTECT- STATE OF FLORDA 06/13/18 SCALE: 1/4"=1'-0" 1 +fro -4.4 S1 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED op- .. CELL SEE PLAN FOR SIZE AND 4 Q d O I CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS FT° d 0 SPACING REQUIREMENTS � v / GARAGE DOOR [0 U J ° ° p a [8/ \ RECESS J v� �� Q °° FM �� IL y 8" CMU WALL O 8" CMU WALL o CORNER BARS, SAME SIZE AS BAR 00 8" O b D IN FOUNDATION WITH 30" LEG EACH W = M WAY AT ALL CHANGES IN DIRECTIONS ° TOP OF SLAB a TOP OF SLAB I o SO THAT THE STEEL REINF. IS CONTINUOUS ° ° SEE SLAB SGHEDUI E ° a a ■ ° VARIES o , I MATCH AMOUNT OF CONTINUOUS BARS ( I� ?r CURB FOR i14 MASONRY EXT. PORCH SLAB a L 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE iv AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" ° SEE SLAB SCHEDULE TOP OF GARAGE ° v I " CONTINUOUS STEEL MONOLITHIC UNITS SET FOOTING REINFORCEMENT SEE SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) �`0' AT ELEV: W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) p 0'-0" JOINT (WHERE • • EE SCHEDULE J: APPLICABLE) Z ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO N r EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 OEXTER'OR SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" @ GARAGE 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3!4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" ND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON LS, 2-ROWS, 4" O/C BTM. VERIFY GHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LA O OCCUR OVER STUD OF W LAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x OD BEARING PRO L C 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING _ WALL W/ SY WALL W/ SYP No 2 STUDS SEE ui a I No 2 STUDS SE LANS FOR SE BT. TE TO SLAB W/ PLANS FOR SPACING. SINGLE 0 IL NEW REINF. BAR SPACING. SINGLE M. PLATE x9" E ANCHOR W/ 2" BTM. PLATE TO BE PT. SECURED W! 2- PART TO BE PT. PROVIDE TOP WASH T IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO dd g EPDXY. MIN. EMBED PLATE 1/2" EMBED. MIN. 16" OC SLAB W/10dMASONRY J Q 8", UNO USP SPTH4 OR SPTH6 BTM M NAIL 16" O/C STAGGERED. Q O FOLLOW ALL MANF. _ SPECIFICATIONS FOR AND TOP PLATE ANCHORS W/ U) Q USE AND 10d x 1 1/2" COMMON NAILS 3 112" DIAMETER CONC. = m 1-- 0o PREPARATION OF FILL ALL HOLES, DO NOT USE to FILLED STEEL PIPE Z HOLE. 10d x 3" w w uj SEI--- SLAB SCHEDULE SEE SLAB SCHEDULE a 6x6 METAL PLATE -i Q Q BASE W/ 1 /2"x6" . M O O} +- 0'-0" +_ 0 _p ANCHOR BOLTS OQ� TOP OF SLAB 4 a TOP OF SLAB ° a 4" CHAMFER (1-STORY) a a a — - � ate_ " 6" CHAMFER (2-STORY) ® a 00 1° v V a ��r EQ. EQ. SEE S EDULE EQ. EQ. SEE SCHEDULE FOR WxD, SIZE FOR WxD, BAR SIZE AND BAR QUA ITY AND BAR QUANTITY ADDING BAR TO TERIOR CURB FOUNDATION WOOD LL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD FOUNDATION 7 p 8 SCALE:3/4"=1'-0" (DMMOPNOLITHIC SCALE:3/4"=1'-0" (W/ UPLIF SCALE:3l4"=r-0"(NO UPLIFT} LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON VERIFY HEIGHT STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT PLATE TO p } BTM. PLATE TO BE PT. SLAB W/10d MASONRY NAIL u PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Q W m U V J p 0 8" CMU WALL 0 M +- 0'-0" POURED LINTEL CONT. (TYP.) TOP OF SLAB ;.� ,j ;; 0,. 8" CMU FILLED CELL (TYP.) SEE SLAB, a a ° SEE SLAB SCHEDULE 2X WALL FRAMING : '• +- 0'-0" z a 1/2" DIA. US 7250SD BOLTS 5" TOP OF SLAB a ° "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO Q _ CENTERED UNDER WALL AND GROUTED CELL, 4" FROM ENDS AND " POURED MONOLITHICALLY WITH 16" O.C. VERTICALLY MAX •i4 FOUNDATION AND SLAB ° SEE SCHEDULE SC "• •a ,° SEE SCHEDULE FORE SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO - INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD INTERIOR FRAME BRIG WALL TO ��ryry `7 SCALE: 3/4"=1'-0" (NO UPLIFT) BLOCK WALL CONNECTION � � SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 in V W 4 r7 4 E F ti SUHDIV. de LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCMTECT. STATE OF FLORIDA .7 �IIIIV 7Q1� ROLAND A AR NO 93723 DRrNT -I A 06/13/18 SCALE: 1/4"=1'-0" SHEET SI-IA 24'-10" 18'-0" 13'-0" 6'-4" 0El 10 16'-8" 26-0" 29'-4" o0 33'-0" v C9 N 0 0 N p� L• ® q � 0 op M co O ao N R i V N 13'-0" 0 ti 0 F14 3'-0" !90 0 0 0 0 0 o a 12'_4" 19'-0" FIRST FLOOR DOWEL PLAN SCALE: 1/4 = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h V W t y A 6. F S V BDI P r CREEKSID E LOT #61 PROJECT# 04321.000 061R1 MODEXx4EGB "GALEN" GARAGE ewn�a:i/T: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. ARCHTECT. STATE OF FLOM Am I D TE 06/13/18 SCALE: 1/4"=11- 0" SHEET 1. 2 j TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL 4 64 �— 41 REBAR W/ 10" HOOK �—� d GROUTED BOND BEAM tv VARIES PER ELEV. I I I I 4. Z � o a; (V Q° - a ° a Ia ° a Q d �V #5 BARS ° Q LL Co Cll m a a. ° co d' � 00 E 0lw d 10" HOOK o M 8 M a d a ° ° Q] O ° CLEAN CUT REQUIRED ° —�° ° a a ° d ° a '° a Cq a a s0 z E3 R FOR INSPECTION Q v ° . co x Q O a M O'-0" FIN. FLR. I I Ico TIE ERTICAL REBAR `r ° °In a 4 ° °. ° TO HORIZONTAL 44 REBAR W/ 10" HOOK 0 • o a ° d 'X UJ �O cl) U d C MUUNIT NSIONS L� I ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS METHOD HORIZONTAL/VERTICAL HORIZONTALNERTICAL REINFORCING 2 REINFORCING v7" MASONRY SYMBOLS SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F U 4 ti Y e � i SVHDIV. de LOT: CREEKSIDE LOT #61 IPI l0JEC T 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SHYING: RIGHT PAGE: DETAILS L60 MPH EXP. C AFCHITEcr- STATE OF FLORIDA 06/13/18 SCALE: 1/4"=1'-0" SIMET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 U-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 0 (2)2x6 O(2)2x8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH ( T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc {psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 - N/A N/A GROUTED SOLID BB2 MASONRY 3000 8x16 (1)#5 (1)#5 1 N/A N/A GROUTEDSOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT �4I SAFE /►�. "�•�Y"•_TYPE SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-08 BF12-OB BFi6-OB 8F20-08 BF24-08 BF28-C8 BF32-08 TYPE LENGTH 8U8 8F8 RCMU LENGTH 8F8-1T BF12-iT 8F16-17 BF20-iT BF24-iT BF28-1T BF32-1T MAB 8F12-1B 8F16-1B 8F20-18 BF24=19 BF28-18 BF324B 8F8-2T 8F12-2T BF16-2T BF20-2T 8F24-2T aF28-2T BF32-2T 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 T-6" 42) PRECAST ( 1025 1024 1598 T-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 3069 4805 6113 7547 8974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-G" (48") PRECAST 1968 2561 2751 3820 4890 5901 7034 6707 4'-0" (48') PRECAST 765 763 1309 4'-0" (48' PRECAST 1363 2305 3060 3615 4570 5325 6079 2693 4605 6113 7547 8974 iG394 17849 1383 2305 3060 3615 4570 5325 6079 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4516 5400 8224 4-6" (54') PRECAST 592 591 1 1073 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547 V, 8671 10294 11809 1207 2040 2707 3375 4043 4771 5379 (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 411 411 745 5-4" (64") PRECAST 1016 1715_tt 2276 4) 2838 3399 3961 4522 1663 3090 5365 7547s) p,) p 7342�=, 8733(s, 10127,g, ( 1016 1715 2276 z08q„ 2838 2593 p 3399 3107 ) 3961 3620 4 1 4522 4133 , 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2540 3009 3470 5'-10" (70') PRECAST 340 339 616 1 5'-10" (70") PRECAST 909 1567„6 1459 2622 4360 7168(4,, 6036(,e) 7161 n3) 6328 w) 929 1567 2080 2593 3107 3620 4133 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5Q81 6'-6" (78") PRECAST 507 721 490 6'-6" (78") PRECAST 835 (12 1407(2ei 186$21) 2329 s 2790(16) 3251(,4 3712(12) 1238 2177 3480 5381 6380 1039¢zz) 8825(mi 635 1407 1666 2329 2790 3251 3712 T-6" (90') PRECAST 743 1011 1729 2632 2205 2698 3191 3685 T-6" (90") PRECAST 424 534 363 T-6" (90") PRECAST 727 ,> 1065pb 16243, 20252 2426(,) 2827(25) 322624 1011 1729 2661 3898 5681 8467pa; 6472(,s, 727 1224 1624 2025 2426 2827 3228 9-4' (112') PRECAST SSq 699 1160 1625 2564 3486 2818 3302 9-4" (112') PRECAST 326 512 230 9'-4" (112") PRECAST 591 708 m 11363a 1474 n 1815 a 2157 a 25003a 752 1245 1843 2564 3486 4705p7) 6390(4n 591 862 1318 1643 1989 2294 2619 10'-6" (126') PRECAST 475 s35 Bs0 2a7 2093 2777 21s3 z536 10'-6" (126") PRECAST 284 401 180 10'-6" (126") PRECAST 530 575 , s16p3 1188 as1p3 17as„) z011p3 B43 1052 1533 2093 2781 3643(�, 4754ias, 530 695 1180 ta) 1472 (4) 1763 q) 2055 2346 1T-4" (136') PRECAST 362 582 945 1366 1846 2423 3127 4006 1T-4" (136') PRECAST 260 452 154 11'4" (136") PRECAST 474 5043, 600 103732 127432) 151332) 1753(3z) 582 945 1366 1846 2423 3127 4008 494 607 1044,0, 1372(n 1643 1915 (s) 2167 s 12'-0" (144') PRECAST 337 540 873 1254 es4 2103 zB05 355z 12'-0" (ta4') PRECAST 244 402 137 12'-0" (144") PRECAST 470 7zap, 936p, 11s3�) 1369) 1s6s�) 540 873 1254 1694 219:3 2805 3552 470 55e(:, 550 940 ,0, 1302 ,s 1580(,� 181 Q„) 2075 ,0 13'-4" (160") PRECAST 296 471 755 1075 1428 1892 2316 2883 13'-4" (160') PRECAST 217 324 110 13'-4" (160") PRECAST 418 i,_ 386 zi 607 30 785 30 964 30 114331 1323 3, 471 755 1075 1428 loo 2316 2883 428 460 780 1159(2, 1418po) 1653,9) 1887,7) 14'-0" (168") PRECAST 27g 424 706 002 326 1697 2127 2630 14'-0" (168') PRECAST 205 293 100 14'-0" (168") PRECAST 384 (s 358 an 580 pF 724 po) 889 po, 1054po, 1220(30) 442 706 1002 1326 1607 2127 2630 410 425 717 (F 1063 p,) 135823 158222 1807 2, 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR l&-8" (176') PRESTRESSED N.R. 284 91 14'-8" (176") PRESTRESSED 239 334p„ 520(9) 672(29 82529, 978(29) 1131pm 458 783 1370 1902 2245 2517 2712 246 1 395 663 980 (2o) 1303 s 151826 1734 z4 16 4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 15'-4" (184') PRESTRESSED N.R. 259 83 15'-4" (184") PRESTRESSED 224 313(a3 466,, 627 p,, 769 911 pg) 10542e 412 710 1260 1733 2058 2320 2513 230 368 616 p, 908 (2a) 12402s 146027 1668 zs 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 17'-4" (208') PRESTRESSED N.R. 194 64 17'-4" (208") PRESTRESSED 187 263 ,3 405 zs 521 27 638 756 27 873 27 300 548 950 1328 i80B 1649 2047 192 306 506 p 740 (19) 100527 127131 1473 (3,) 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19'-4" (232") PRESTRESSED N.R. 148 52 19'-4" (232") PRESTRESSED 162 229 (17 Sae (2s) 447 ps 547 (z 647 35 747 (u 235 420 750 1037 1282 1515 1716 166 263 429 p 623 (,8) 841 26) 105930 1227po) 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'4" (256') PRESTRESSED N.R. 125 42 21'-4" (256") PRESTRESSED 142 204 ,e 307 p3, 393 (23) 480 (23 56e 24 655 (24) 180 340 598 845 1114 1359 1468 142 232 373 F)l 537 17 721 zs 905 29 1 G48 ,, 22'-0" (264') PRESTRESSED N.R. NR NR NR NR NR NR NR 27-0" (264') PRESTRESSED N.R. 116 40 22'-0" (264') PRESTRESSED 137 197(s 295 2z 379 23 462 z3 546 z3 630 23 165 315 550 784 1047 1285 1399 137 223 358 513 (,7) 688 (24 863 (2e, 999 pe) 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0" (288') PRESTRESSED N.R. 91 33 24'-0" (288') PRESTRESSED 2a ns (,4> zs7 (2,) 3a2 z,) a16 p, a92 z„ 567 z) 129 250 450 654 884 1092 1222 124 202 319 p) 455 (isj 606 an 757(2 676 2p (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - 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 #: 16-0126.03 ?:I ° 8F16/lT/OM/OB FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4 = V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F N v W 0 A r x MOM & LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 160 MPH EXP. C ARCHTECT- STATE OF FLORIDA r ....a, a DATm: 06/13/18 SCALE: 1/4"= f - 0" SHEET S 2