Loading...
HomeMy WebLinkAbout5343 6th StZ 0 z � Lu � 51TE a SCALE: 1 "= 10' of tu w 4MI 40 10 ........�....► ....�..� � �...�.�.....�...� ... ,.....�...�► ....M.► �...... �► ... �..� ....r...� W AV MM 1A 0? W tu tu �.A wK11* 2 N %b w o �► J� • C� lu Z QJ � lu u Q W/ m p W WE If IU WE IL N 2 IL 48=dW ENO LEGAL DESCRIPTION: LOT 1 TO 5 INCLUSIVE, BLOCK 123 MAP OF THE TOY4N OF ZEPHYRHILLS ...r.. . �` QC OL. Ln VEND DIRECTIONAL FLOYV ArRROYV ALL WORK SI ALy : Q'h1r LY PR FLORIdAal�NCQDE, EVAILING NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPH ORDINANCES YRHILLS � (nODES jL � J u- --��- V J JAN 2 8 2019 CITY OF ZEPHYRHILL-Sr^�/V PLANS EnP,�tI`l+EF' WE 3: O (Z u- � ). 3: I ILU . WE N < Lu Aw low ZIn *err FROFOBEDs.f. FRONTENTRY 33 51TE I I I I I I I I I I I I I I I I I I I I I I I 0 cl THE REMAINDER OF THE EXISTING BUILDING AND ROOF STRUCTURE TO REMAIN ----- I I •0 ' o cV USE 1/2'56" TITEN ANCHORS w / ISIMPSON "HOUS48" (FLAW 1466.10)I OR EQUAL TO ATTACH 2-24 ROOF BEAMS ITO EXISTING BLOCK WALL I I ------------- 3746 3148 3068 3148 3148 ----------------- 10'-2" (EXISTING CONCRETE LANDING�I PLATFORM AND CONCRETE (STEPS BOTH WITH EXI5TIN6 (RAILING TO REMAIN CONSTRUCT A PERIMETER OF DOUBLE 2x8 ROOF BEAMS TO SIT ON TOP OF NEW 4X4 P.T. WRAPPED BEARING POST — _ i VAN USE SIMPSON "EGCLR" (FLA#-13g04.1) OR EQUAL TO GAP 2-24 LUMBER BEAM CORNERS ON jTOP OF 4x4 P.T. POST (TYP.) i i PLAN VIEW OF BEAM AND P05T DESIGN SCALE 1/2" = 1'-0" S. WOOD CONSTRUCTION NOTES 5.1 WOOD STRUCTURAL FRAMING MEMBERS: #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS (Fb) PER ND5- q1 = 1250 PSI AND A MODULUS OF ELASTICITY =1,600,000 PSI, 5.2 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 5.3 ROOF SHEATHING: 15/32" G-D GRADE PLYWOOD (OR 5/5" 055) UNDER 30# FELT UNDER 240# FIBERGLASS SHINGLES. 5.4 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. w w� V Cz A o z LU W- W- Lu VI LL w 2 AUJ z 0 Lu m 1— (� a IN �Z a Z� wog <ED w i ' lu tu W(in U.I �} v A W WE w alc }ULu z� <0 z WE cn 4 cn � J wN t z o= cn z� I HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 3, SECTION R301.2.1 OF THE 2011 F.B.G. RESIDENTIAL b H EDITION "WWl a� I toA0 - RIGHARD G.MARGEAU, P.E.(#64466) SONEY FM LLC, GA # q146 GORY LAKE PROFESSIONAL CENTER 1032q GROSS CREEK BLVD., SUITE P�� TAMPA, FL 33" 1 Ph: 813-2q3-1868 I I I I I I I i I I I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N THE REMAIND_ER_OF_TH_E EXISTING _ — — — — — — — — — — — BUILDING AND ROOF STRUCTURE TO REMAIN N 2xb ROOF RAFTERS @ 2411 O.G. � I � i � I � I � � I � EXISTING KNDOY45 TO REMAIN� EXIST. I OOR EXISTING Y4INDOYV5 TO REMAIN — — Z'= L T I — — — — — — — — — — — — — 5. WOOD CONSTRUCTION NOTES �1 6: 12 r�l PROPOSED ROOF FRAMING SCALE 1 /2" = 1'-011 5.1 WOOD STRUCTURAL FRAMING MEMBERS: #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS- 91 - 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI. 5.2 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 5.5 ROOF SHEATHING: 15/32" C-D GRADE PLYWOOD (OR 5/6" OSB) UNDER 30# FELT UNDER 240# FIBERGLASS SHINGLES. 5.4 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. YELLOYq PINE BEAM SPAN TABLES ---------------- I I I 24 ROOF RAFTERS 1 0o 0 o o 2-2x6 FRONT ENTRY BEAM SIMPSON "H10" CONNECTOR FLA# 10456.6 1 AT ALL ROOF BEAMS/ ROOF RAFTERS CONTACTS USE SIMPSON "H10" (FLA#10456.6) OR EQUAL AS SEEN DETAIL ABOVE Joist Spans (L j) Leas Than or Equal to: S Shea Size 6" 8' 10' 12' 14' 161 1$' 2-2x6 7r — i n 6" - 2i11 6p - 6" 51 - 011 41 - 811 4 1 - 4m 41 - in 2-2x$ 90--2" ?1- 1141 7'- 1" 61-611 61-o,# 51-7" 51-317 2- xl0 111- ON 101-3111 9"-2" 8'-510 7'-911 71-3`I 61- 10" Sou `hem 2.2xl 2 131- 1 1 " 1 2, - 041 i oll - 911 91 - I ()m 91 - 1 1! 81 - 611 as - on Pine 3-2x6 8v - 7" 1 - 81' 61 - 1101 1" 6' - 31I 5" - 1011 r I - 5m I 5 - 2" 3 f2x8 1 1 P - 411 91 - l 1 nI 61 - 1 1 " 81 - 111 71 - 611 71 - 001 61- 7'R 3-2xl0 14"-511 121-1041 lit, -6" .101-6" 91-919 91-1111 81-7" 3-2xl2 17'-511 151- 1,1 13"-614 121-41' 11,_51. 101-811 101- 1" 0 ROOF SHINGLES MUST COMPLY WITH 5OUTHNEST ELEVATION OF PROPOSED FRONT ENTRY SCALE ,/r = ,� NORTH EAST ELEVATION OF PROP05ED FRONT ENTRY SCALE 1l210 :LT 'HING ,AMED ).C. 11 'U RE 4T I HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 3, SECTION R301.2.1 OF THE 2011 F. RESID T DITION I fD RICHARD G.MARCEAU, P.E.(#64466) SONEY FM LLC, GA # 9146 GORY LAKE PROFESSIONAL CENTER 10329 GR055 CREEK BLVD., SUITE P TAMPA, FL 35641 Ph: 813-293-1868 O Z to Q cn Lu oo n N C4 Q v z Oz OL Lu z �— w �(on, ,n J W. 13 ' W � L4 oc a w 11��� ul Oo to < Q QWC QC O z a-z WE )� w (I J � Q m Vu- WN�H� o=v zIn, i A-3 STRUCTURAL DESIGN CRITERIA Areas: Live Loads: Dead Loads: Dwelling Floors: 40 P5F 10 P5F Balconies: 60 P5F 10 P5F Guardrails / Handrails: 200 P5F 10 P5F Balusters: 50 P5F 10 P5F Shingle Roof: 20 P5F 10 P5F Built-up Flat Roof: 20 P5F 10 P5F Tile Roof: 25 P5F 15 P5F GENERAL NOTES: 1. All work shall conform with the latest adopted edition of the Florida Building Code, Mechanical Code, Plumbing Code, The National Electrical Code and all applicable codes and regulations, local, city, state, federal, safety board of fire underwriters and fire department. 2. Workmanship shall be equal to the best trade practices. 3. All installations of manufacture's specifications shall be in exact compliance with manufacture's printed Instructions. 4. Contractor and / or owner shall verify all existing conditions and dimensions before any phase of construction is to commence. 5. Contractor and / or owner shall coordinate all work between site, building electrical, mechanical and plumbing before each phase of construction begins. 6. DO NOT SCALE PLANS. COMPONENT AND CLADDING LOADS (psf) EFFECTIVE WIND AREA (square feet) ZONE 10 20 50 100 1 +28.5/-3q.3 +26.q/-38.5 +24.1/-51.4 +23.1 /-36.6 2 +28.5/41 A +26.9/46.2 +24.1/-58.6 +23.1/-52.q 3 +28.5/41 A +26.q/-66.2 +241/-56.6 +23.1/-52.q 4 +42.1 /-44.8 +40.6/-43.3 +38.1/-41.4 +3`13/40.0 5 +42.1 /-52.q +40.6/-50.0 +36.1/-46.2 +37.31-43.3 ZONE 1 = ROOF INTERIOR ZONE 2 = ROOF EDGE STRIP ZONE 3 = ROOF CORNER n dE ZONE 4 = WALL INTERIOR ZONE 5 = WALL CORNER BUILDING DIMENSIONS CONNECTION SCHEDULE Manufacturer Model No. FL Product Approval Location / Use Name SIMPSON "HETA-20" # 11473.5 AT ALL TRUSS / MASONTY WALL CONNECTIONS SIMPSON "MTS-12" # 10456.6 AT ALL RAFTER / FRAMEYNIALL CONNECTIONS SIMPSON "LSTA-36" # 10652.6 EMBEDDED IN BLOCK CELL MORTA TO STRAP DOWN P.T. WOOD BEAMS ON TOP OF GONG. BLOCK COLUMNS SIMPSON 11H10" # 10456.3 AT ALL WALL PLATEWRAFTERS SIMPSON "EC4,66" # 10860.3 GAP LUMBER BEAM CORNERS ON P.T. POST SIMPSON "ECCLR" # 134104.3 GAP LUMBER BEAM CORNERS ON P.T. POST SIMPSON "A23" Angle # 10446.1 ANCHOR P.T. WOOD POSTS ON TOP PLYWOOD FLOOR SIMPSON "SP2" # 10456.11 ® TOP PLATES SIMPSON 105P1" # 10456.11 BOTTOM PLATE SIMPSON "ABA66" # 10860.2 ANCHOR P.T. POSTS ON TOP OF NEW CONCRETE FOOTER SLAB. SIMPSON "HH4" # 10446.41 USE 16d Nails W/ "1-1144" TO ATTACH FLOOR BEAM TO P.T. WOOD POST SIMPSON "HGU548" USE 16d Nails M "HGU548" TO # 10655.4 ATTACH FLOOR BEAM TO FRAME WALL BASE BOARD "HU528" HEAVY DUTY JOIST HANGER -AT ALL SIMPSON # 10655.24 PERPENDICULAR CONTACTS TO SECURE FLOOR JOISTS TO WALL LEDGER BOARD SIMPSON "MBHA3.56/q.25" # 134104.5 AT BEAM/BLOCKWALL CONNECTION Note: 1. Any products that are substituted, must meet or exceed products specified. Contractor "must" provide data to building inspector at time of inspection. DESIGN HIND CRITERIA (FBC 201 *16th ED.) BASIC, WIND SPEED (1): 150 MPH BUILDIN6 CLASSIFICATION II WIND IMPORTANCE 1.0 FACTOR (1): WIND EXPOSURE: C INTERNAL PRESSURE COEFFICIENT (6Gpl) DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT 8 CLADDING MATERIALS: TA8.6 - 35 ASCE 1-02 DOORS 41.75 P5F WINDOWS 4q.25 PSF NOTE: THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND INDUCED SHEAR AND UPLIFT FORGES, AS SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING CODE, 2017 RESIDENTIAL 6th EDITION, SECTION R 301.2.0) WITH A 3 SECOND WIND 6UST ROOF SHEATHIN6 FASTENING SCHEDULE 6'-0" STRIP 8d RING -SHANK NAILS AT 6" O.G. AROUND AT E06ES AND PERIMETER INTERMEDIATE SUPPORTS. INTERIOR 8d NAILS AT 6" O.G. AT EDGES AND INTERMEDIATE SUPPORTS, LU 111 V O .J _ w to z w V � nv �A lri m O3:-' t, I WE JL �QpJ < . � <v w_ n- �Ul w° tu Q/ m O Z zQ m w� WE IL OV a IL O t!� z OL CL vU- �J LL H 0- �N (3214 V Cn ui � z I HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 3, SECTION R301.2.1 OF THE 2017 F.B.G. R 51DEN 6TH EDITION USQ/k--, II)'f OV RIGHARD G.MARCEAU, P.E.(#64466) 50NEY FM LLC, GA # q-146 GORY LAKE PROFESSIONAL CENTER 1032q CROSS CREEK BLVD., SUITE P�� TAMPA, FL 55641 Ph: 813-2q3-1868 SHEATHING IS TO EXTEND S-0' FROM OL 1//2�'' PLYWOOD OR�6' aM 2'x4' OUROONO • W O/C SEE OUT S-1 FOR NAILING wFQ WA2) 16d TOMANS NTO LEDOER, 2x6 FACIA ut INTO EA. 6d NAILS as S' O.C. FROM 2W CROSS BRACE FASTENED I (MAX Z FA QAff% 4' QC.) ►ASIENEO AT W QC. TO GABLE I BRACMG MEMBERS W/ (4) 16d IN SHEAR 4 V BRACE TO EXTEND AT LEAST KO OF 03 LENGTN (SEE TABLE) 113P AND BOTTOM CHORD l TRUSS OF TRUSSES TO EXTEND IO' MN. FROM CABLE. ( 1 pY pLY1N00D pt_ 7AS' OSB (3) 16d NAILS TO TI1rIG AT14000 */ 6/ IW, l • 4" QC. am me 1r QG FELD EACN TRUSS w SF�AR. (S) 91rpmm "MT5-12" EQUALLY SPACED. GYPSUM WALL STUD WALL (SEE TYP. SEC.) NOTE. DBL TOP PLATE B06Ti0N HIP REO RES gp 4 p TOP CHORD BRACNO ONLY AOM S1UD FLAT CEILINCs SECTION �Cd6f+ N,Tx TRUSS NOTFS; 1. TRUSS LAYOUT DRAWN 15 A PROPOSED SCHEMATIC, REPRESENTATION ONLY. THE LAYOUT MAY BE MODIFIED AND ALTERED BY TRUSS MANUFACTURER AS HIS WORK IN CALCULATING AND SIZING THE PRE-ENGINEERED TRUSS WILL TAKE PRECEDENCE OVER WHAT WE HAVE PROPOSED. HOWEVER IT 15 RECOMMEDED THAT THE GENERAL CONTRACTOR AND/OR t1puM V sum W/ "d • 4' QA (RE WMILE "a Sa vori�s / 2X4 BRACNO 04411' at - CONTBNIOUS 10 ilno>;D LOCA11014 ATTACHED W1 2-tOd • EA.' MUSS DENT KMM L11111L. tED RATE SIMFSON-J `- Ioiii S 0 it out `--0PION W4 "MT5-12" • EACR Sm GABLE END BRACIWG DETAIL KM au am W TO W-0 - = SIRIIC111 m NOTE= FOIL we Soon SlER'S1C"M GG,O Ms K'r,& Oe QWI 5 V SPAIN V@PNX VW.M OWNER COORDINATE WITH TRUSS MANUFACTURER IN UNDERSTANDING ALL ASPECTS OF DETAILS ABOUT THE 11rrolul�alrsLa SPECIFICATIONS AND TRUSS PACKAGE LAYOUT �wtrso'NOe°� I BEFORE COMMENCING WITH INSTALLATION. sreuocIM Na=comwx 60N. 2. ALL THICKENED SLABS/FOOTINGS ON 1 , FOUNDATION PLAN ARE LOCATED ACCORDING • BOCAM101EIt10CA7ED TO THE SCHEMATIC TRUSS LAYOUT PRESENTED I THE TRUSS MANUFACTURER MAY RECOMMEND alwtoall�loiollooll CHANGING THESE LOCATIONS DUE TO TRU55cFs"D��wO°F' I I BEARING POINTS BUT MUST COORDINATE WITH scos. THE GENERAL CONTRACTOR AND/OR OWNER • AoaEvmaowAvmI AGAIN, PRIOR TO INSTALLATION mmum 6DvmsoFm I �oFewrlt 3. ALL HURRICANE TRUSS STRAPS SPECIFIED ON (aGum THESE DRAWINGS ARE TO BE USED UNLESS, • MitNUFACIISIFrss OTHERWISE SPECIFIED BY TRU5 MANUFACTURE I RIDGE VENT MAIL ALL HURRICANE STRAPS SPECIFIED ARE SIMTENNO • $10 WALL S■CTION MiTAI ROOF CAt COMIBI�ITIONAL fRAI■Nfi 1Cr MA= WEML ROOF M TMN1B LAVClUT ooR•A-v�l aDOE MacRSM" 0owwHa00f acm iMpB01 NwTONu�w -LT'81r E1IQIONI0F�A1B MWAID salwawa"M YAL L tY TMNiB OiR iioltD � FU11 pM! 10P OF sIB101E. FRA�B 11?E1Qt. FLYrMDOD FIE-91os1�RED .i 3EE TMM LAYOUT MR ROOF wtloon ADDITIONAL.1111WORMATiDN VALLEY FRAMING DETAIL "51MP50N STRONG TIE" UNLESS NOTED OTHERWISE. "Eaton �© 4. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR OWNER TO DOUBLE CHECK AND COORDINATE WITH TRUSS MANUFACTURE AND "SIMPSON STRONG TIE" FOR ALL JOIST HANGERS, ROOF TRUSS STRAPS AND NAILS SPECIFIED ON FLOOR AND/OR ROOF APPLICA77ON INSTRUCTIONS FRAMING LAYOUTS, BEFORE THE INTALLATION OF ANY FLOOR AND/OR ROOF TRUSSES ARE TO COMMENCE. 40• (101emm) e" (203mm)- ®" (229mm) 14" (368mm) 5. GENERAL CONTRACTOR AND/OR OWNER MUST 1a• paomm) - 11a° (3B1mm) 1d' (366mm) COORDINATE ALL CATHEDRAL OR TRAY CEILING 1 (25mm)- 1-1/2' (88mm) 1.1m (38mm) --41 (26rnm)- 1-1/2• (38mm)—s4 LOCATIONS WITH TRUSS MANUFACTURE BEFORE THE MANUFACTURING OF ANY FLOOR AND/OR (4327' m) — — — — — — — — — — — — — — — 0- OVERLAP TRUSS BRACING AT LEAST ONE �. PRE-ENGINEERED WOOD TRUSSES (TYP•) MINIMUM (2) 12d MINIMUM 111x All PER JOINT TRUSS BRACING TYPICAL TRUSS OVERLAP DETAIL f�Underlayment: Standard Slope-4/12 (333mm/m) or more Application of underlayment: Cover deck with one layer of underlayment installed without wrinkles. Use only enough all to hold underlayment in place until covered by shingles. Application of save flashing: Install eave flashing sucFi as GAF -Elk Weather Watch , StormGuard , or other GAF -Elk Leak Barrier in kxAities where leaks may be caused by water backing behind ice or debris dams. Eave flashing must not overhang the eave edge by more than 11T (6mm) and extend 24" (610mm) beyond the inside wall line. 12" (305rr Minimum Slope. For lower slopi Weather Watch, StormGuardm, or other GAF -Elk Leak Barrier All sheets are 36" (914mm) wide Shingle-MatePor other GAF -Elk underlayment. Up to 1/4"(6mm) roof overhang 2" (51 mm) side lap Along rake, place drip edge on top of underlayment. 4" (102mm) end lap Along eave, put underlayment on top of metal drip edge. 2 Starter Course Apply as shown. Note: GAF -Elk starter strips with sealant are recommended at the eaves and rakes for best performance and required for the best limited wind warranties on certain products (see limited warranty for details). Start at either rake and lay in either direction Non -corroding Metal Drip Edge For maximum wind resistance along rakes, install any GAF -Elk starter strip containing sealant or cement shingles to underlayment and each other in a 4" (102mm) width of asphalt plastic cement. Trim 6" (152mm) to 7" (178mm) from end of 1rst shingle 5.5 ,, t ► �St6t � J�S� Continue with full-length trimmed shingles Place shingle 1/4"-314" (6-19mm) over save and rake edges to provide drip edge. If not using a pre-cut starter strip, trim tabs off all starter course shingles, then place and nail as shown, 3" to 4" (76mm to 102mm)from eave 4 Second Course Start and continue second course as shown. Trim 6" (152mm) from the end of the shingle. Position the shingles in the second and subsequent courses flush with the tops of the wide cut-outs. This results in a 5" (127mm) exposure. Continue with full width shinrdes across the roof Underlayment: Low Slope 2/12-4/12 (167mm-333mm/m) a Application of undedayment and save flashing: Completely cover the deck with two layers of underlayment as shown. Use only enough nails to hold underlayment in place until covered by shingles. Use blind nailing for eave flashings. At eaves and where ice dams can be expected, use one layer of GAF Weather Watch, StormGuard' or other GAF -Elk Leak Barrier. Eave flashing must not overhang the roof eave edge by more than 1/4" (6mm) and extend 24" (610mm) beyond the inside wall line. Where ice dams or debris dams are not expected, install 2 plies of Shingle -Mate® Underlayment. 2" to 4" (51 mm to 102mm) 12" (305mm) Weather Watch, Storm Guard®, f or other GAF -Elk Leak Barrier All sheets are 36" (914mm ) wide Shingle-MatePundedaymer)t or other GAF -Elk Underlayment. Lap sheets Rake drip edge —~ 19" (463mm) to provide double coverage. Up tot/4" (6mm) roof overhaM Eave drip edge I I 3 First Course Start and continue with full shires laid flush with the starter course. Shingles may be laid from left to right or right to left. DO NOT fay shines straight up the roof {racking} since this procedure can cause an incorrect color blerid on the roof and may damage the shingles. Place shingles close together but don't crowd r— Starter Course First Cour Continue first course with whole shingles Start first course with whole shingle placed VC-3/4" (6-19mm) over eave and rake edges to provide drip edge. 5 Third Course Trim 11" {279mm} from the first shingle in the course; then continue with full shingles across the roof. Strike a chalk line about every 6 courses to check parallel alignment with eaves. NOTE: Shingles may be laid from either left or right-hand side. Third Course oft Second Course fil lop First Course Trimmed Shingles ROOF TRUSSES. ALL CEILING HEIGHTS ARE TO Self Seal Consult Section R 805.2.3.1 i=or Additional Info sTrim 1 2hmm� s �'`���.� we* ROOF TO BE A MINIMUM OF V-0" UNLESS Adhes OTHERWISE SPECIFIED BY CONTRACTOR I H an sack H H1Q 8d Ring Shank Neils @ b" o.c. Edges & @ 12 o.c. Intermediate AND/OR OWNER. Nell Guide 2U Sd Rim Shank Neils @ 4" o c Ed es & @ b o c Intermediate 5' 5' EDGE I I O O ------ROOF -- ----- -- r i 3� I rTFIGM Reo3.2:3.1 I 0 I ROOF SHEATHING NAILING ZONES I-------------------------J I © RIDGE ® I W U. t o o l g r---------------------I �41 Q (5)I T jQ Jt�l L@ L — — — --- ------J I � o r > ® o I ROOF 01APt"'M NAILING SCHEDULE stanoe1*0 N aung P=M -tour nails per snmgie Una Six Neu Marn g • • g © 8d Ring Shank Nails @ 4" ox. Edges & @ 4 o.c. Intermediate 6 Wall Flashing GENERALINSTRUCTIONSFourth Course and Remaining Courses 8 Trim 17 (432mm) from first shingle in the course, then continue with full shingles io BR IC, 1-Uc4' MN1. across the roof. Fifth and subsequent courses; repeat Steps 3 through 6. Sheathing —#I. �— Siding • ROOF DECKS: Wood decks must be well -seasoned, (25mm) up from bottom of the shingle. Press shingle firmly into supported, and tightly -constructed with maximum 6" (152mm) the adhesive. For maximum wind resistance along rakes, install wide lumber, having adequate nail -holding capacity and a smooth GAF -Elk Starter Strip Shingles with GAF -Elk Dura-Grip® sealant or surface. Plywood or OSB decking as recommended by APA-The cement shingles to underlayment and each other in a 4" (102mm) Fifth Course Engineered Wood Assn. is acceptable. Do not fasten shingles width of asphalt plastic cement. Caution: Apply ONLY a thin ,,,, Full Shingle 5" (127mm) Minimum ,► Metal Flashing (Nailed to the deck, not to vertical side wall) _ directly to insulation or insulated deck unless authorized in writing uniform layer of asphalt plastic cement less than 1/8- (3mm) thick. j. •,� by GAF -Elk. Roof decks and existing surfacing material must be Excess amounts can cause blistering of the shingles and may f.#. I F dry prior to application of shingles. soften the asphalt in certain underlayments, including10 "• '` • UNDERLAYMENT: Underlayment beneath shingles has many StormGuard', Weather Watch® and other GAF -Elk Leak Barriers, Fourth Course .� benefits including preventing wind -driven rain from reaching the resulting in the asphalt flowing, dripping and staining. • Ca shingle — Do Not Nail. r 9 p g g g p 9! PP 9 9 ,�, •• ,, p 9 interior of the buildingand preventing sap in some wood decking • RELEASE FILM: The film strips on the back of each shingle Ngk5,0 ` Install with asphalt plastic cement p 9 P g p 9 ��� • from reacting with asphalt shingles. Underlayment is also required are to prevent sticking together of the shingles while in the bundle. Trimmed �0' to by by many code bodies and is required to maintain the UL Class A Their removal is NOT required during application. mmed Shingles �� %, `,�% Asphalt Plastic Cement • 46 . 1 9 Y fire rating. Where an underlay ment is to be installed, use MANSARD AND STEEP SLOPE APPLICATIONS: For , NOTE. L a breather -type underlayment such as GAF -Elk Shingle -Mate', roof slopes greater than 21" per foot (1750mm/m), shingle must be iNA `� �`�►'�', , ., � 1) SEE SM MAiC1WAn MAS DIG E MIG TOP Ec BOTTOM CORD ® �" N''�� -•�--- Shingle CUT s� FOR AIOOITi1011K iPER11AMT BRA= GABLE END BRA= 0 Leatherback or Deck -Armor underlayment. hand sealed (DO NOT use on vertical side walls). See Wind 2�a6� g 1NAT MY BE REGUFM 4r-W aC. MAX FOR • FASTENERS: Use only zinc -coated steel or aluminum, 10-12 Resistance/Hand Sealing" for the application of adhesive. Roof Deck —► 2) CI BRACIFIG MAY BE USED M PLACE L PEtiYANENT I>1R5T (4) Rows TRI�SSES barbed, deformed or smooth shank roofing nails with heads • SHINGLE TAB ADHESIVE: Use asphalt plastic cement Valley Construction - Closed or Center full width roll No fasteners within 6" (152mm) of center line BRACING PRovDED IT ExtEiiDS BIER AT LEAST 9ioac OF 11,1E wE9. gauge, g p p Woven Valle of Weather Watch', StormGuard® %3 3/8" (10mm) to 7116" (12mm) in diameter. Fasteners should be conforming to ASTM D45$6 Type I or II. Center a full 3 " (914mm) width of Weather or other GAF -Elk Leak Barrier Valley center line REGiISIRED MMIMI.E"1 PERMANENT TRUSS E)RACINCs PLAN Extra fastener in long enough to penetrate at least 3/4' (19mm) into wood decks or • THROUGH VENTILATION: All roof structures must be Watch', StormGuard' or other GAF -Elk Leak [6" (152mm) end laps] in valley. end of shingle �' N'�s just through the plywood decks. Fasteners must be driven flush provided with through ventilation to prevent entrapment of Barrier over entire valley length to seal the with the surface of the shingle. Overdriving will damage the moisture -laden air behind roof sheathing. Proper ventilation is also valley. Lay Shingle -Mate® or other GAF -Elk shingle. Raised fasteners will interfere with the sealing of the necessary to prevent mold growth. Ventilation provisions must at underla ment into the valley and ,overlapping Clipped corner set in g g y P g p the Leak Barrier a minimum of 6 (152mm). shingles and can back out, least meet or exceed current F.H.A., H.U.D. or local code minimum Design the valley for water flow over the asphalt plastic cement • WIND RESISTANCE/HAND SEALING: These shingles have requirements. Note: Minimum net free ventilation area of 1 sq. foot trimmed shingle by installing the valley ' a special thermal sealant that firm) bonds the shingles together per 150 s . feet (1 s . meter r 150 sq. meters) of ceiling area is beginning with the roof plane that has the lower p y 9 g p q q slope or lesser height. Extend the bottom I HEREBY CERTIFY THAT I HAVE REVIEWED after application when exposed to sun and warm temperatures. required. When vents are located at the eaves and near the roofs shingles 12" (305mm) past the valley center - Run starter stop and AND SUPERVISED THE ATTACHED DESIGN Shingles installed in Fall or Winter may not seal until the following peak (balanced) for maximum air flow, ventilation may be reduced line. Use normal shi le astening methods (no first shingle course AND FOUND IT TO BE IN COMPLIANCE WITH Spring. If shingles are damaged by winds before sealing or are not to 1 sq. foot per 300 sq. feet (1 sq. meter per 300 sq. meters). fasteners within 6" (152mm) of valley center - only across valley. CHAPTERS, SECTION R301.2.1 OF THE pit exposed to adequate surface temperatures, or if the self -sealant • NON -CORRODING METAL DRIP EDGES: Recommended line, two nails at the shingles end). Continue to 2011 F.B . RESIDENTIAL 6TH EDITION ayment gets dirty, the shingles may never seal. Failure to seal under these along rake and eave edges on all decks, especially plywood decks. the top of the valley in the same manner. Trim 6" (152mmstall ) ATT- �� g Y 9 Y 9 9 pe � Y p � shingles 2" (51 mm) back from valley center line • o ACHED WCleak barrier NAILS circumstances results from the nature of self-sealing shingles and • EXPOSED METAL: All exposed metal surfaces (flashing, on top roof plane. Clip shingle corners after the AL is not a manufacturingdefect. To insure immediate sealing, apply vents etc. should be painted with matching GAF -Elk roof cut to keep water flow in the valley center. Sep ��� g' pp y ) p g the valley_using plastic roof cement; seal the RIGHARD G.MARGEAU, P.F bb) quarter -sized dabs of shingle tab adhesive on the back of the accessory paint. vane shingles les to each other for the best 50NEY FM LLC, GA#g14L GABLE TRUSS WE8 Y _ �+ GORY LAKE PROFESSIONAL CENTER SINGLE "L" BRACING DETAIL shingle 1" (25mm) and 13" (330mm) in from each side and 1" protection. Note: Excess cement can cause ,,/"r 10329 GRo55 CREEK BLVD., SUITE P shingle blisters}. Shingles trimmed 2" (51mm) back from valley center line TAMPA, FL 33b4l Ph: 813-2413-1666 6p#-2-d 777 r