EXHIBIT B TO AGREEMENT BETWEEN PENSACOLA HABITAT FOR HUMANITY AND SUBCONTRACTOR. Scope of Work. Framing Labor. Framing Labor Division 120

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1 EXHIBIT B TO AGREEMENT BETWEEN PENSACOLA HABITAT FOR HUMANITY AND SUBCONTRACTOR Scope of Work Framing Labor Framing Labor Division 120 General Requirements 1. All Work shall be performed in accordance with manufacturer s printed installation instructions and all local, state, and federal laws and regulations. 2. The Work shall conform to all Codes in effect in the jurisdiction where the work is performed. 3. To promote safety, the jobsite must be kept clean and free of debris at all times. All trash, discarded packaging, boxes, bags, spoils of demolition, damaged and/or waste building materials, and other forms of debris shall be disposed of properly and legally. This subcontractor may use the on site debris container if one is provided by Habitat for Humanity. We encourage recycling and ask you to participate as much as possible on this job. 4. Purchase Orders will be issued for this division of work and the amount of compensation for the Work will be listed on the Purchase Order. 5. Additional work shall not be performed without the written approval of the Construction Director. This approval will be in the form of a Variance Purchase Order. If extra work is performed without prior approval, no payment will be made and if required, the extra work will be removed by and at the expense of this Sub contractor. 6. Pensacola Habitat for Humanity is a tax exempt entity. You will be instructed by our Accounting Department how to handle sales tax. 7. This Subcontractor shall furnish all Labor, Materials, Equipment, and Supplies necessary to complete the Work, unless directed otherwise by statement below. 8. Progress payments for partial completion of the Work will be made on the Friday following the Friday that invoices are received by our Accounting Department. 9. Final Payment will be made after all work of this Scope is complete. a. Payment is based on square footage of floor area and porch slab measured from outside of frame wall, per attached pricing addendum. The square footage calculations include all areas under the roof. i. Draw # 1 after Framing Labor Division 120 is completed. Special Requirements 1. Wall systems;

2 a. All exterior walls, load bearing, shear wall and cabinet walls to be framed 16 o.c. All others to be 24 o.c. Layout to begin in rear corner. b. No walls are to be moved to bring plumbing into the frame wall. The plumbing shall be moved to the walls. Kitchen and bath dimensions are critical and must be exactly to plan. c. All wind code anchors must be visible and the correct washers installed per wind code structural pages. d. Framing is to be done with ladder type T s & stud corners. No T s are pre built, the ladder framing is installed at the intersecting walls after they are stood and plumbed. This allows insulation behind T s and reduces wasted material. e. All exterior walls and partitions shall be set and plumbed per plan. All exterior walls shall be nailed together where they meet with 12d nails, 2t. O.C. f. Bottom plates shall be secured at 32 or 36 per engineering drawing and within 6 of splices. 2 ½ concrete Maze Nails are provided for this. g. Use 2 x4 or 2 x6 blocking (for ceiling deadwood). Layout for drywall must be considered in placing these blocks. h. All bearing walls shall be temporarily braced with 2 x4 s until placement of the floor or the roof above The 2 x4 used in bracing are to be reused as deadwood for drywall backing. i. All studs shall be crowned the same direction within each wall. j. Studs or plate material with knots exceeding 2 1/1 diameter on wide face or 1 ¾ at edge face shall not be used. k. All double or triple joists shall bear directly over the same number of studs below each end. Provide solid bearing equal to width of member. This includes #1Hips, beams and Girders. l. Wind code required elements are detailed on the structural drawings and are to be installed and nailed to those specifications. Sheathing and decking must be nailed to code and with care to meet shearwall requirements per structural drawings. Spacing of all sheathing must be such that it allows 1/8 for movement between the sheets. m. Any damaged OSB or holes are to be properly repaired. (Sealed and blocked) 2. Trusses, Rafters, and Roof Framing and Decking a. Trusses and Rafters shall be erected per plan and laid out to engineering supplied by Truss Company. No cutting or alteration of the trusses is allowed. Damaged trusses should be brought to the attention of the Crew Leader immediately. i. The Framing Subcontractor shall store and handle trusses appropriately: Refer to the truss manufactures handling and erection documents. ii. Careful handling must be exercised to prevent lateral bending that could cause the truss plate to shear or pop off. iii. Trusses cannot be modified

3 iv. Any damaged trusses must be repaired to manufacturer specifications. (Notify superintendent immediately) v. All necessary buckets will be provided by the truss company. vi. Each truss engineering sheet must be reviewed and required bracing installed. Care shall be taken to nail off girder plys per truss engineering. vii. All bracing per engineering, structural members for valley framing and blocking in hips and ceilings is to be Southern Yellow Pine provided by HFH. b. A 1x4 rat run shall be installed to secure the bottom chord of all trusses. Rat runs are needed at any bays 12 or longer. i. 7/16 decking (OSB) shall be installed correct side up, (this should mean that the sheathing rating is visible underneath) with ply clips shall be installed at the rate of one per each 24 spacing. ii. No decking may have more than ¼ ridge or depression, within any 32 measurement. iii. The decking is to be installed to allow 1/8 spacing in each direction between the sheets for movement. iv. No run (width), less than 12 may be installed. (Take care when starting decking) v. The estimate often allows for the cut off, of one end, to be re used on the other side. This is the case for valley and hip cut off s as well. vi. No OSB installed is to be left overnight without felt installed Do not install more than can be felted prior to end of the work day. Or before any approaching storms. vii. The framing subcontractor is responsible for cutting back the OSB, 1 ¼ from ridge (on each side), without cutting the truss top cord, at the ridge vent locations per plan. If off ridge vents are specified on the drawings, then those openings are to be cut out. c. Roof ties and truss braces shall be installed per plan. Hurricane clips shall be installed per specifications on the wind code drawings. d. Attic access shall be framed per plan. The main access in the hallway is 22 1/2 x 36 and must be blocked to create an insulation dam a min. of 12 in height. e. Window and door units shall be installed per plan and manufacturers specifications. Window and door units must be shimmied and padded, as necessary. The Framing Subcontractor is responsible for damage to windows and doors during this phase. Windows must not be open during installation, must be square in opening and nailed or screwed (to window installation spec.) The windows rough opening must be ½ larger than actual window size. (See Framing Standards) All clips, plastic wrapping or foam pads are to be removed by the subcontractor prior to installation. f. Exterior metal doors units are to be installed with a Min. 3 Screws (or door installation spec.) through the jamb of the door and shimmed as necessary. No nails are to be permanently run through the brick mold. The framing subcontractor is responsible for using the screws supplied with the exterior doors, to secure the door jamb to the

4 framing through the hinge where a screw has been left out. The screw must penetrate the cripple stud securely to prevent door movement. All exterior door units are to be installed in a bed of caulk to secure threshold and seal draft. g. The framing subcontractor is to also cut a piece of 2x4 and nail it under the SGD threshold on the exterior as a temporary support until brick sill is installed. (does not have to be PT material as is temporary) 3. Blocking / Nailers; part of Division 125 a. All blocking shall be installed per plans. 2 x4 blocking shall be provide for handrails, towel bars, paper holders, tub/shower units, corners, icemaker and washer box and at window for drapery. See framing standards for size and locations. b. Blocking shall be provided in all areas for dry wall backing as necessary. c. Kitchen cabinet blocking is 12 down, 36 and up. Use 2x4 in flat 3 ½ width. d. Bath plumbing walls to be blocked or let in bracing installed after plumbing stack out to keep walls from bowing. e. All framing at fiberglass shower and tub units is to be furred out flush to thickness of the lip. f. Use provided 2 x 4 Yellow Pine for blocking of hip ceiling for drywall layout. (Hip set Blocking) 4. Exteriors; a. The Framing Subcontractor must install all exterior wood trim and sub fascia per plan. b. Porch ceilings are to be completely covered with OSB sheathing. c. Exterior decks and porches shall be temporarily braced until permanent columns are in place. Braces shall be T braces. d. House wrap is to be installed per manufactures guidelines on all vinyl locations. Any holes in the House wrap are to be repaired by sealing with house wrap tape. e. All windows are to be wrapped with peel and seal. All pieces must lap over the flange of the window to the house wrap. The first piece installed is the bottom, then the sides overlapping the bottom and extending past the top of the window. Lastly the top piece is installed overlapping the two sides. 5. Return trips; a. The Framing Subcontractor shall return as needed to each house as scheduled to: i. Complete punch out for local framing inspections. ii. Correct and deficiencies incurred during construction. 6. Responsibilities; Framing Subcontractor s specific responsibilities: a. HFH shall supply all nails except the framers gun nails. Nailing schedules must conform to all local, state, and federal codes, and these specifications listed herein: the framer is expected to provide required gun nails to meet code for every job. Description: NAIL TYPE USE 10d or 12d or 16dcc wall and stud connections

5 8d cc sheathing and decking to framing or trusses 1 1/2 galvanized Joist hanger nails for wind code straps and clips 8d galvanized Simplex/Button Cap Nails For wall tie installation and windows installation For roof felt installation ( and house wrap) b. No staple s are allowed per HFH standards. c. All scrap and trash shall be picked up daily and placed in the dumpster when provided. d. The house shall be broom swept daily and all trash lunch waste and scrap material is to be placed in proper disposal area provided. All unused material shall be stacked neatly in the house or outside covered. e. No material is to be taken from any job without the approval of the Crew Leader who must follow company procedures for replacing the removed material. f. The framing subcontractor is not permitted to build walk boards, ladders and scaffolds or saw horses from HFH materials shipped to the job. Material for these items MUST be supplied by the subcontractor. g. No windows or doors are to be left unsecured overnight on the job. They must be installed the day they are delivered or suitable arrangements made to secure them. h. Stud length material is never to be cut. A material usage form is supplied for every job and cripples and blocks are to be cut from random 2x4 x 14. i. Materials are to be secured and protected from moisture at the end of each day. The Crew Leader shall supply, as needed, poly to protect the lumber. House wrap may also be used to cover the lumber. No bands are to be broken for material that will not be used that day. j. Additional responsibilities as set forth in the Addendum listing HFH Framing rough openings and framing standards. k. Requirements for Insulating behind tubs; i. PHFH requires that the walls behind tubs and showers be insulated. The insulation Subcontractor shall provide the insulation and the Crew Leader is responsible for making sure it has been installed prior to fiberglass tubs and shower units being set in place. Pensacola Habitat for Humanity Framing Standards; Window rough openings Exterior door rough openings ½ inch larger than call size each way 2 to 2 ½ inches wider than call size Bottom of Header no less than 82 ½ to 83 Bottom of Outswing Header at 81 ½ Interior doors rough openings Same as exterior Heater Closet door rough opening 62 to 62 ½ X width plus 2 to 2 ½ HVAC Grill: Must not be in base trim. 24 x 16 Grill = 25 x 17 Rough Opening

6 Platform Height is 25 off finished floor Locations of Bath Accessories for required blocking: Toilet Paper Holder: Attach to cabinet where possible between 19 and 24 height On walls attach at 3 feet from back wall at 19 to 24 Towel Bars: Over Toilet locations to be at 56 height All other locations to be 48 height Cabinet Blocking in Kitchens: Top at 12 inches down from ceiling Bottom at 35 inches up from floor Need minimum of 26 from rough frame to rough opening for top. Layout walls by toilets to center line for toilet stub Headers per drawing: use 2 2x6 PENSACOLA HABITAT: By: Name: Title: Date: SUBCONTRACTOR: DAMIAN VINCENT CONSTRUCTION By: Name: Title: Date: Rev. 11/18/11